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ao�Og1)fF01 c Town of Southold 8/28/2022 G y� P.O.Box 1179 y x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43377 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4405 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-63 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. 45907 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 garageas applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0040 7/11/2022 ELECTRICAL CERTIFICATE NO. 45907 7/17/2022 PLUMBERS CERTIFICATION DATED 3/22/21 &6/1/22 N C es Sanders th ri a ignature o�SOFFoc��oTOWN OF SOUTHOLD ay BUILDING DEPARTMENT h x TOWN CLERK'S OFFICE oy • �A? SOUTHOLD, NY s 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#: 45907 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#9) At premises located at: 4405 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-63 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 i SOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179G Q Southold,NY 11971-0959 �lys dao sean.devlin(.3-town.southold.ny.us 4UNi`l, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 4405 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 45907 Section: 106 Block: 8 Lot: 63 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 29 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 43 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency FixtureTime Clocks Disconnect Switches 50 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Hood, DW, Micro, 200A 40 Circuit Panel /25 Used Notes: New two Story Inspector Signature: Date: July 19, 2022 S.Devlin-Cert Electrical Compliance Form Lot #9 'ZF x rP Town Hall 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 `J APR 2 2021 - I CERTIFICA.T.I.O.N { 1 Date: .3.1221.2021_ { 1 i Building.Permit No. 45907 Owner: John Popovitch {Please.print) Chuck Sanders , Plumb Tech Plumber.:- :.. :._...:.......:..;.-:-.....:...................,..:.__......,..::..,..:...:. .::;.:::.::..::.:: . .... .: (Please print) j i i I certify that thesolder used in the water supply system contains less than 2/10 of 1% lead. i 1 I i (Plumbers,Signature) { Sworn to before me this `\\�����NGEN day of �, .20 a-f NO Ty •,'9� ` • N� o'P 9� �'' (/�' /��J���'(`^ ;�'\•.S COMM cO�N1y. �3??7P SJf't� ''�N Notary Public,-, G. . .....: unto+` f/ll1i11110", t i i .:i j s 3 i 5 ,,�,..... . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959lj BUILDING DEPARTMENT TOWN OF SOUTHOLD [MDj AUG '— C:ERTIFICATIO.N BUILDING DEP :. .: .. .. .. . Dated - .�.. . : : Building:Permit No. s Owner: (Please print) :..::....:. Plumber: hQ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this l �/ day of ►� OP Yptj eXNIRES Notary Public,. 0 /G.. : .._:County ®"ol OESO(/T�o l * # TOWN OF SOUTHOLD BUILDING DEPT. ��yrourm��' 765-1802 INSPECTION I"; FO 1ST [ ] ROUGH PL13G. [ FOUNDATION,2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . G�...X-C.. -•y.�-�- �3 G e�-fie.. - l DATE 0,6 INSPECTOR I Of SOUK,° # TOWN OF SOUTHOLD BUILDING DEPT. cour765-1802 �ym��' 1-NSPE7] ROUGHlPtBG. ION [ ] FOUNDATION 1ST [ ] OUNDATION 2ND [ ] INSULATION/CAULKING; [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lm& � �✓p �64 4 K S � Pr-t%Q �. �n -�- V� �1L DATE .-.INSPECTOR 1 D of SOOI�o # # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o 765-1802 INSPEC 1-ON [ ] FOUNDATION 1ST [ ROUGH PL13G:po [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O REMARKS- � L � DATE CO b INSPECTOR 50//l�° # # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECT .ON' , [ ] FOUNDATION 1ST [ ] C 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: uI/(A&V, 0 kul On okC' VA4rlkn n3J(Ab;l �rvfir�. DATE ?A 1�'Y� INSPECTOR —i loaf 50UTyo L� � 9 Ol �V S 1 '• '/`, �0 # # TOWN OF SOUTHOLD BUILDING DEPT. T'ycoUMV�`� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: ll sem f NI.lc�cl+l c� DATE INSPECTOR '�'— �F SOUTy�� - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAL NP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 Oi I c7('✓ Wk %V SAf vice • o9a) Lkjtn- \—wV%Vl Vw^l c—o", 09 tic,I ori tw✓ DATE INSPECTOR OE SOUT'y01-t -7 L4�,p V s � /v # # TOWN OF SOUTHOLD BUILDING DEPT.( courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: � `y` DATE °' INSPECTOR REWRate - Residential Energy Analysis and Rating Software vi 6.0.4_ New York Compliance Certificate Project Title: Newi Home 1000=106-8-63 Projected Rating:'Based 'on Plans ,.Field Confirmation Required. Report Date 2021-02-10 Data Filename 2021_013 4405 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 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater, 4405 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4405 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) 4473 Your Home UA 363 Better Than Code (Perf) 10.2% 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 Eriergy'Analysis and.Rating'Software v16.0.4 This information does not constitute'any warranty'of energy costs or savings: Bo 0 1985-2020 NORESCO; ulder, 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. F . 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�J6; -7 er : ' i to �( - 2-1 -00f 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 4405 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_013 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 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 it III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage' R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: I II III Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and'ambient ' R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential Energy Analysis and-Rating Software v16.0.4' This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4405 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name:W2 • ' Orientation: South Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: South - Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: North Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: South 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 - 4405 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:202.1_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: " New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15•s.f:, South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors;describe features: Name: W9 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f.'',South); U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors; describe features: Name: W10 Orientation: South Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value:'0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: „ Name: W12 Orientation: East Comments/.Location - [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: South Comments/Location REM/Rate=ResidentiabEnergy 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 4405 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value:.0.300, SHGC: 0:300 For windows without labeled U-factors, describe features: Name: W17 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors,.describe features: Name: W18 Orientation: East 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 11 111 Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0A 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 4405 Stanley Road 631-878-7808 . 2021-02-10 Mattituck, NY 11952 Jerry DAmaro- Rating No:2021_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date: 2/10/2021 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: I II - . 111 Face / Inset Comments/Location REM/Rate---Residential Energy Analysis and,Rating Software x16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected-Rating, 4405 Stanley Road 631-878-7808 2021-02-10, Mattituck, NY 11952 Jerry DAmaro. Rating No:2021_013 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution,.Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number. Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate-Residential Energy Analysis-and.Rating Software;v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 EnergyCodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4405 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-63 Oasis at Mattituck, Corp. 2021_013 4405 Stanley Rd.P.CC.blg Date:2/10/2021 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. O 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 CERTIFICATE OF -INSULATION d�:ilE 4JdF!11U7F:7; For the following home: Lot 9 -The Fields at Mattituck; 1000-106-08-63 STREET ADDRESS 4405 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus Th8 Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wali R-13 Knauf Eccbait R-15 HD Walls Kraft-:ac=ed 3.5 inches Knauf R-9 I Baserrient Wali Insulation Basement (draped-batt) 3.5 inches Band Joist:P.-13 Closed-Cell SPF a Intumescent Band Joist-2 inches Other: The undersigned certifies that Knauf Insulation prpducts have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING CDMPANY � �,l(�u STATE LICENSE 675 Elton Street D STREET ADDRESS AUG 1 02022 �l Riverhead ��Il J New York 11901 CITY U I 177:i—uF—!. STATE ZIP TOWN OF SOUTH AlIVII'P � 6-24-2022 SIGNATURE DATE ,r<1tE1iP� s� Contractors Submittal : � Ktbkltf l� ut sATt>;ta. INC. Material approved for use in project. hQ�� %} Vis, One Knauf Drive 4405 Stanley Road,MattituckQO �9= Shelbyville, IN 46176 Rio Approved by D'Amaro Engineering and Surveying,P.C. iS Technical Support (317)398-4434 ext.8727 t4t1 tJ�~' f�� ifr��.i.iMic�r<:afansc;trr�.irn.r�^•_�; CHECKED JUN 2 0 2022 � �R`�` 01-20 0 2020 Knauf Insulation, Inc. DATA SHEET Basernent Miall Insulati®n with ECOSV Technology FOR THE WORLD WE LIVE 1N.TM DESCRIPTION - - -- ----. ..- --•--- ------ ---_ - .__...__ __ _- - -- - — ---- - . CONTRACTOR: Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck-Lot 9 a perforated facing that can be left exposed. It is also available i JOB: unfaced for non-exposed areas such as crawl spaces. It gives you DATE: June 28, 2022 the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE • • THE WORLDWE The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring auf '.ucts • e e proper thermal performance. rn�e . bio-based binder alternative e phenol/formjldehyde binder traditionally -eInrfiberglassproducts. - e e e -. APPLICATION binder . . . . eetogether,• - product • New construction or for retrofit in existing homes unique ...-. . makes it formal.- e- SPECIFICATION COMPLIANCE All of our produc&are,madefrornsustainable resources,j, • ASTM C665 such as recycled glass andsand.And proud e • Type 11, Class A, Category I I be pptting glass bottlesback to work rather than into • IECC Code for a continuous R-value with a Class A Fire landfills. Our products are maa e . rating with no further modification recycled , of e bottles e INDOOR AIR QUALITY • EUCEB Certifiedwith EC-PSE) Contractor's Submittal Material approved for use in project. 4405 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. [FORMS AVAILABLE ,* �� � � U i R-1/alue Dimensions, • �< ,f Facln w. 1�lr,. Prot. , .g ) ,.. 3.5"x 48"x 60' R-11 PSK Perforated(White) , 3.5"x88"x60' TECHNICAL DATA Property^(Un t) Test Perforrriance �. 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 V=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 Safety 101 thin film intumescent coating. When exposed to` a high temperatures and flame Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170.L) 586.5 lbs. J reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F.(4°C) -90°F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,,low VOC emission formula, available in white and tinted coloring.. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305.TER 1905-03 Intumescent Color Wheel&Tintina Ignition Barrier Assembly 5t minutes: ER-305.TER 1905-03 White Gray' Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/F1 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A. Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7=8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 4405 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,M. Code-compliant solutions. life-saving protection. J No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Bu'rn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from-the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httos://www.noburn;com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021.:The information in this document may change without notice. Made in the USA R ® SUBMITTAL SHEET DATA SHEET EcoBatt® .Insulation IYAU with ECOSEO Technology FOR THE WORLD WE LIVE IN' DESCRIPTION _. ._--- ------- ------ --- -- - - ----..------- - - -- - _ ._, CONTRACTOR: Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Mattituck- Lot 9 barrier for energy-efficient construction. Ecobatt insulation JOB: products can be used in new and retrofit wood and metal frame DATE: June 28, 2022 applications in residential, commercial and manufactured housing structures. High Density (HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING ® • TH • • a WE LIVEAN. Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. Insulation products With IECOSE11'Technology are - 'made using our patented, bio-based a smarter APPLICATIONS alternative , , , , traditionally -. o• products., - , e ,. •, • Cavity walls, exterior and partition walls, floors, ceilings, - attics, basements and crawlspaces appearanceandrna,kesformaldehyde—free. SPECIFICATION COMPLIANCEAll of our products ,- - resources,, • ASTM C665 (facing); , sarlid.And we're�prqucl • Type I, Class A, (Unfaced) be,putting glass „ work rather than into' • Type 11, Class C, Category 1 (Kraft) landfOur ,, . . • Type III, Class A, Category 1 (FSK-25 foil) recycled _ . of 26.mill.ionbciWps • Type I11, Class B,.Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M With ECOSES • 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. or 4405 Stanley Road, Mattituck Approved by D'Amaro Engineering and Surveying,P.C. TECHNICALDATA P .- 1 :::. ..+ ._ _ _ iA 1y... - •q.�i,R � ce^ - . rformnoa"n': - pi , ettrUnit 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. 'HOMESLIPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR°Homes Certified Home Address: 4405 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 3, 2022 Outdoors Temp During Test: 84 of CAZ Depressurization NOTE:Net Change=Test Pressure.—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.0 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.0 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_ Tvne: Furnace ✓ Boiler_Heat Pump_Other r z.. Venting Tvne a Draftilld a Sit a CO CO - E acien `Fuel TF Circle ascal, - orst Case atural orst Case (Natural Rating: N P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ - PPM - PPM Heater Pri *mary:— Yes ✓ TTie: StandardTank ✓ Indirect TaMess Si50 Style Common Vent ElWkler: ' — Size: 4 � No _ Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone E acien s Fuel Type? Venting Tvne 3 Dra 1 Sin llaQe Spillage(Naturaq ;CO CO (C_irde Type)" (Pascal):..",; ,(Worse Case) ' (Worsefose) ._, (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 3 PPM 3 PPM Oven= 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 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented orOrphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: JerryD'Amaro A ater Number: 2614397 Rater Signature: ate: August 3, 2022 LULAUG L 1 BUILDING DEPT Ih brm 90106 02 CST Form 2012 Effective 1/l/20kUw OF SOUTd L:_D Corresponds to BHI -2012 ��gftme Energy Rating certificate Property HERS New Home 1000-106-8-b3 c Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, CorpD Rating Date: 2022-08-03 Rating Number: 2021_013 4405 Stanley Road o Registry ID: 603208323 Mattituck, NY 11952 a m Estimated Annual Energy Cost HERS Index: 46 1 Efficient Home Comparison: 54% Better Percent Use MMBtu Heating 29.6 Cost Cost$943 31% General Information Cooling 2.0 $121 4% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 13.6 $315 10% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 25.8 $1521 50% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features Total 71.0 $3052 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, 115 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes CH50 Calculation: Building Shell Features 45 CFM50 x 0 AC/37,200 cfl x(60 min/1.0 hr) = 1.363 ACH5 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: 845 Clg: 845 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) 799 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: i 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. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. INIMST HERS Index Certlficate kudrnt �pI- S stAnley Road i�Oes Err�gy 1 aeattitvck,rtY:,452 PAL 3e�nr P'&mara Kegtst Y SD:lstll7t�B323 .unnusl Estf:�^aL : CSw.•cikWt); ?g79 DtoplGsStonsJ: 483. CO2 emssiamfTam).S �i Energy Sav", fsi 106 i a,,d on stal.Jud*p cadrq Con,WOM - - ' €Said art U.S.DOE destgnatton of a f-EPS r_ lMex of 130 as else Typkal EAsting HtvTw, �`Perscrmarxr^Sysierrz: � DeveWprexent 124 Brindley St. . ]tfsaca,NY 147950 --:. This trxrre has tern Irm4eKted and perfamaxe tested fr, acxmdance vAth Chapter 3 of " - , tht RE94ET standard% w•xr..�Rwmel ua MY 1► } lot 9 - tempered glass Master Bath 1 y � w r - 5 PR 5w� TRE y q V l P 1 S. !w I .,i ',�^ !..ii z .. tern,�r a�,; � ^/►'r , �;�}moi.« � � r w�n-t. "'-'!1'6�' . i 4 � ! 0.44 a 4 1.{"J�" ,'�, x t\•s 9� �' X r � �' K e �-.•S��.fit c f 3' cs �' 4 ••;�,� `�-.:v.t i fi'd, ' i t '- ti3 r }te'�.' �w 7}:1} 4'' I W •c`�,. •,t�,\t ,� <; 1?A► „''i-•1 � a •1jr��fi`N�`''�_ � }�4�4 �i,, ,•'\k �r � ; r 3 WIN � 1i•�r7 i �' tit �� n� 4 � �'��> �'� a f pR Q 7-4 4' Y IA B �-� � ✓� 'Y.t+^ ,ltd.-yv !,,�y�`y� �� ' �' (�t.�t ri '.`•��ti„'4"II:� ����i{ , ���s i ��I'S NO,rc:l tell i'. i I 1, lot 9 V / FP lac and 121 FOUNDATION(IST 'FOUNDATION(2ND) 01091�ir//�iti�Lids/ Y f�'fji �1��/il�liiEWM OR • ROUGH FRAMING& PLUMBING MIR 11 Ww,ft W- WI INSULATION PER N.Y; -cm r- STATE ENERGY CODE , 07A AM M" ADDITIONAL 4jOM-' Mf7*s- .AWE - ,. /I.� 1 1.x.9;• / ��•����//J • • ral I I Lu 9, nj Fra TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 J Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V L/ PERMIT NO. Building Inspector: FEB 1 9 2021 in'theireiltirety..'Intornp et e cl'.:, A PP Tsnioi*e 'owner,an ,aiw ' ,,, "ili J , 0w oers orizatfori 6QPAge 2j,snail ccp!be "6ete d 7 "TP Date:February 18, 2021 OS)OFP WNE0 ROT 4,7,Y., Name:Zenith Property Group LLC SCTM #1000-106.00-08.00-063.000 ........__ __, ._.,_. II-_1-1.1-1 --71-11111 1—-1--_ --11.11.1111.1. Project Address:4405 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 ........... [Trlai!:monumenta!prqp ,.p_qy@yphoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACTFERSON-,'': Name:Christopher F. Dwyer Mailing Address:437 South Country Road, Brookhaven NY 11719 Phone#:631-286-8668 aiI-cO ypr@tKma.com ,AOFEWQF4ALtNFOR 4TION:-, :DESIGNF Name:Robert A. Steele, PE.,. Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteelea-lkma.com 'CON PA&bR I NFO MATION.- Name:Oasis at Mattituck Cori). Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Emailµpeter@m odernaciehomebuildinq.com �,,DESCRIPTION IOFPROPOSED CONSTRUCTION iiiNewStructure ElAddition ElAlteration E]Repair ElDemolition Estimated Cost of Project: Elother $ Will the lot be re-graded? ®Yes 0 No Will excess fill be removed from premises? iRYes ONO '?, {PPER1Y=.INFORMATION :. Existing use of property:vacant, Intended use of property:Single Family Residence 9... ..., .... Y.....__.. . _.. .. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes ❑No IF YES, PROVIDE A COPY. Checl�Si�X'A►fter Reai9ang The ownerJcontractorJdesign professional�s responsible for alt drainage and storm'utaEer assume as provided bya'" !.Chaptei of the Tow,ri Gale.APPiICt 7iC1N ii 4REBV EVADE to;the Building 6epartrra:6t for'the assuance ofa aullding aer►nirmpiirsuatiY to tEie�uildirig c new tNdina>tce of the Town of,suuthald;SiifEaEk;,coeinty,Neinr York and,uthei•.applicable,lak bidinantes ar fiegufations;for the cons#ructliin of tiulldings, addlubris,alterations lir fior removal&,i Ie olitiiiri as Herein described:Tile applicant agreesuto;compty riuith alb applicable laa►s,ordinances;building code, w;r ' `housing code anii.gguiatfans ami to admit authorized inspectors an'pretnEses and'Iri;4uding(st for necessary,inspections Fates statainerrta made hereln,aire punishable,as a,Classa4 i»isdemeanor pursuant to Section.ZiO a8 of tine New York State Application Submitted By(print name):Ch ristopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: . _ �i•�.-7�� Date February 18,^2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Swots before me this `�L r 1 day of February 20 21 Notary u is NOTA"y"LlO,S IEGAND ate of New York PROPERTY OWre the NER aR 4U nt is oHORllOV 0� ilExags�°UZWowner)t the c ��Ion pi Suffolk ��o ?l I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalft th Tow f outho Building Department for approval as described herein. aZlwl"21 ner's Sign ure D e John 4ovitch, Zenith Property Group LLC Print Owner's Name 2 _ �SUEFOI,��oG BUILDING DEPARTMENT-Electrical Inspector i TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 11797Southol;d, NY 11971-0959 �Olr �a0 Telephone(631)765-1802-FAX(631)765-9502 T mporary Certificate #__110 Date Lr 2021 Customer Name ` Electrician Name 7,v- d rte. AddressY06 Phone / e-mail e-mail Phone License# Lt r03 L) ir Size APhase Overhead Underground #of Meters Remarks ` #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above. Authorized by e 1 -v BUILDING DEPARTMENT- Electrical Inspector YO COGy Q 2�2� TOWN OF SOUTHOLD d ;_ Town Hall Annex - 54375 Main Road - PO Box 1179 ;,.;. +*► Southold, New York 11971-0959 A "' '`�"Telephone (631) 765-1802 - FAX (631) 765-9502 �:._, � . ,off° • .,. :, = rogerr(a-southoldtownny.gov — seand(a-southoldtownny.gov w4... APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: t)g!c9ba 1 Company Name: (i D d";!l n �nC Name: 'o License-No.: 4TUP- -Mg email: - Phone No:{p31. V g4•.AD g' ❑1 request an email copy of Certificate of Compliance. Address.: l Fmweuhi Rd. Coto,- Monches. Iv )0 34 JOB SITE INFORMATION (All Information.Required) Name: ASIS At fra l CA 00T. Address: D5_ ' �f'# Cross Street: Phone No.: ) . Bldg.-Permit#:_ - '-E �"� email: Tax Map District: 1000 Section: 11) (P Block: Lot: BRIEF DESCRIPTION OF WORK (P ase Print Clearly) jdl�# . VCheck All That Apply: Is job ready for inspection?: MYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: WES ONO Issued On Temp Information: (All information required) I Service Size 2]1 Ph ❑3 Ph Size: D O A #Meters ! Old Meter# No New Service ❑ Service Reconnect MUnderground ❑Overhead # Underground Laterals 561 ❑2 ❑H Frame❑Pole Work done on Service? Vy ❑N Additional Information: 11 SPIR PAYMENT DUE WITH APPLICATION �O 9�� ��� 010 6-1Electrical Inspection Form 2020.x1sx PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments SUrtFb ; - BUILDING DEPARTMENT- Electrical Inspector fly,. � 202 TOWN OF SOUTHOLD t. ',.oma', '. � 1 Q Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 .' •-T-�,.'elephone (631) 765-1802 - FAX (631) 765-9502 •`:.' ''rogerrCc�southoldtownny.aov -- seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date_ : d ' Company Name: (,t a GaY?C n InC . Name: -License-No.; P . -M� � -emai l: Phone No:tp31. $q4• D $ ❑I request an email copy of Certificate of Compliance Address-.:011 Wgjn 'Pd. eentic ' pneJ11-s Iv )).q 3 JOB SITE INFORMATION (Ail Information.Required) Name: aS/S 4''f' (,o! • Address: 05 L�Qt f- Cross Street: o rs , Phone. No.: - 1• = Bldg.-Permit#:1- - ' f S �"`7 email: Tax Map District: 1000 ^Section: Id (P Block: 61 Lot: BRIEF DESCRIPTION OF,WORK (P ase Print Clearly) - - Check'All That'Apply: Is job ready for inspection?: MYES ❑NO ❑Rough In -]Final Do you need a Temp Certificate?: rVYES ❑NO Issued On Temp Information: (All information required) Service Size M1 Ph ❑3 Ph SizeA D ti A # Meters Old Meter# New Service ❑ Service Reconnect MUnderground ❑Overhead # Underground Laterals 1 ❑2 ❑H Frame❑Pole Work done on Service? Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION �O Electrical Inspection Form 2020.xlsx ���D.1 Pliecio L` leetrie Electrical Permit N 21 Frovvin Rd.Center Moriches,NY 11934 Office:631-874-2098 Far:631-874-7086 Lot N Licensed Electrician wmv.puccioelectriccom-com Job Name&Address: 9' s7�L�l,► �U �J/D` �C� 0 Lights ooUSpa Hi-Hats Pool Light Outlets Switch(es) _ Flourescent Lights Pump _Smoke Detectors Outlets iso Switches FI's 3 Smoke/CO Combos T er GFI's Bre ker(s) Q Ceiling Fans Sub- nel t� Exhaust Fans Bonding d Fan Speed Controls Washer - _Dryer GAS ELECTRIC) Stove CO)ELECTRIC) Fireplace GAS ELECTRIC) Septic Line A/C Unit Dish Washer Outside.Lights Dual Function Breakers 0 GFI Breaker(s) D nn _Arc Fault Breaker(s) \/ U Panel J U L - 5 2022 _ AMP !- Q_Total Breakers BOOING DEPT. TOWN OF SOUTHOLD Breakers Used Heat Detector SURVEY OF PROPERTY =N suBDIVI I MAP OF E 5 THE FIELDS AT MATTITUCK LOT 9 / FILED MARCH 31, 2006 AS MAP NO. 11370 // 0 SITUATE_AT / MATTITUCK 50.61 TOWN OF SOUTHOLD / 1 $ SUFFOLK COUNTY,NEW YORK 1 .�.y�g %5 --4D AREA OF PARCEL - 56,9591 SQ.FT. OR 1.3081 ACRES 1 A D 7A r m Z / 1 c a <\ NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. UI No a 1 ,0 $ A z 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT i THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. i v bC 3. ELEVATIONS REFERENCE NAVD 1988. / 1 UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. tiry 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ��� 1 r \ SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. c E \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE �P 1 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 5 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 THEASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 24� J�Qv44�Q 1 / ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. .J I 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON 5 �P 1 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. 5' 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. q�0 �ti5 11 '' 3�}A9 9. THE SURVEY CLOSES MATHEMATICALLY. LEGEND / Q '•'•""""" ELECTRIC MANHOLE / - .• •• WATER VAL V£ 1 '� ® ..............WATER METER . 1 'GG' 0 .............. CABLE TV BOX / •1 11.52:JJ 2� ...............LOT NUMBERS .............. BUFFER AREA . .'/ —T •••. UNDERGROUND TELEPHONE ` ' QT ""'TELEPHONE MANHOLE STi OjP y� C£ ..............FIRE HYDRANT \ / •- � Q � * � —E—••••••••••••••UNDERGROUND ELECTRIC • —W—••••••••••••••UNDERGROUND WATER / ••••••••••••.•CONCRETE MONUMENT 050528 02112/21 T.L.S. Added property comer monuments set T.L.S. 6 • / � -DATE I BY DESCRIPTION JAPPROV. BY • `(/ LANDS REVISIONS C �4, CERTIFIED TO: TOWri Of Southold 1 ^"f'< OS .. 1.ZENITH PROPERTY GROUP LLC I Suffolk County, New York_ 2.FIRST INTERNATIONAL TITLEAGENCY Stanley Road oil Mattituck, New.York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Survey of Property . DISTRICT 1000. completed.by me on 05/13/2009 and updated 01/14/2021. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK Oa.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW 109KII LOT 063.000 a Surrcyed By: KGiJL Scale: 1'= 40' Sheet No. TAMARA L. STILLMAN,P.L.S. ll NYSPLS No. 50528 Brarn By GLB Date: 12/09/2020 P.-\20099.000 Fields 8 Mattituck Engr & Survey\Survey Dept\Drawings\20099.000 lot 9.dwg 6/29/2011 4117 PM Tamara Stillman Approved Byi TLS Fie No. 20099.000 Il FAWN SAN T EXCAVATION INSPECTION REQUIRED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s FOR SANITARY,SYSTEM PERMIT,FOR APPROVAL OF CONSTRUCTION FOR A BY HEALTH DEPARTMENT SINGLE FAMILY RESIDENCE ONLY PROP. U.G. r \ ELECTRIC �` SERVICE•- •A�� `� , Or �, DATE - .. E% WATER 1/24/21 S. .REF. NO. 1�, R-21-0040 l• \ APPROVED FOR MAXIMUM OF 4 BEDROOMS 431 ZaA E �' -' `., ` �� - .off✓ . a�• ,,`� ��` EXPI RES;THREE YEARS FROM DATE OF APPROVAL PROP.U.G4 . SERRVIC WA LP .. 1 1_._ `.-.-i� �`�/\\ rte^ \( �E• \ ( �Qcl yaF, MN rE`t\ lip; SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PRO v �5\a�\\a���� POSED 9!@D NC J PROPOSED ASPHALT DWVEMAY bpq 1 \•'-,. -Op/A'' _ r• I PROPERII'LINE S - \ �• ( Air '� -.a3D-- PROPOSED CONTOUR \. a •�, // 1 11.0- D=NG CONTOUR o - \ PRISED SEPTIC TANK PROPOSED SANITARY LEACHING POOL T--} Ai) PROPOSED FUTURE EXPA451011 SANITARY IFACHWO POOL - 1 . PROPOSED SANITARY PSE Ivia:Urytc4.HITS PROPOSED S'ADS RODE DRALWGE PIPE AS R' PROPOSED 8'0 DRAINAGE SFRUCEURE(SCUD COVER) - - • IF` PROPOSED WATER SERVICE PROPOSED U.c.�,� ,` I _ -• - DL UNDERGROUHO WATER 1 \ _ /� / D4 UNDERGROL,D TELEPHONE ;t -� DEPTH IXLSTING GRADE _ 0.0': :52' BROWN SILTY SAND PROJECT 25'•• 49.5' 11 LOCATION • 1 1/ J W \��0�' V'• BROWN CLAYEY SAND LOCATION MAP SCALE: 1'= 1.000' h i 1 Z, Wy 49 �� I PALE TO BROWN FINE SAND ti S a z• � 78 34' 31 ,� n A 1 TEST HOLEDECEMBER 233,,D2020O5CIENCE (NO WATER ENCOUNTERED) . / HIGHEST EXPECTED GROUNDWATER ® EL 0.50' ON :U TEST HOLE #'3 NJ-& .. BUILDINGS: 2 STOW - Z( Imo'J '` PROPQSFG 4 BEDROOM - ZONING R-40(RESIDENTIAL) - - I ey ! SITE DATA: '• , SCTM®: 1000-108-08-005 ' SITE ARFA 1.509 ACRE DATE \ / BY DESCRIPTION APPRl7V. BY ( / GENERAL NOTES: REVISIONS 1. THERE ARE No KNOWN Wi.LS(DEEP OR SHALLOW)WITHIN 15D'OF PROPOSED SANITARY STRUCTURE. i 2. THERE ARE NO KNOWN DRAM WITHIN 20'OF PROPOSED CESSPOOLS. TOWN OF S 0 U T H 0 LD.. 4?- t : �- S. THERE IS A WATER AWN!t LASLE ON SEANIEY ROAD. .t/ , 4. PROPOSED SANITARY I R DESIGNED FOR A TOTAL OF 4 BEDROOMS, SUFFOLK COUNTY NY r \' A / / E FIELDS AT MATTITUCK 1. �MEPSUREMENTS ARE IN oitDANCE WITH U.S.STANDARDS. LO 9PROPOSED..2. BFARTRGS SHOWN ARE IN EW YORK STATE PIAN COORDINATE SYSTEM,LONG ISLAND ZONE ' T 3. EILYATKINS SROWN HERE N REFERENCE 1uVD 1988. .. Vt,11tJ/-. SANITARY �\ - 4. TOPoI,'RAPEOCAL SURVEY 'HED FROM 2014 1nY.s CMCP UWR:POSE saVOY FROMTHE NATIONAL.ocEUOC AFiO .. /�P\ES A.s /G PLAN ATM w;-d tda Y \ -- _ _ SY LK M.LFAN P. 5-13-2009 @ UPDATED ON 11-25-2D •„n.. R, .�• i i, r \ �- .. .... S. PROPERTY suERIC RW°LVN ASSQCVATES, G ON f(*yr rf`�� *• L. K. McLEAN ASSOCIATES, P.C. w z4,os ISMIll N I r lY�I LA�I7li11p[I1G9RIiR4. Q)SDUM tDUNIR�.®CGI►YDL Id YDDL 11715 - - - S s2 sl oo SITE PLAN mmam�arvaecua.oq roo ��,i SMel No. wn�aaa•oi A mea rm�o a M rYA O g7 DaWad BY MF/CFD Swk: AS NOTED .. omiemo�neira•uai+ooi pv A SCALE t'= 40' CAROL G uura,.rmxa MF Orn DEC. 2020 1S H RAC ca.u,. �nnoa.nnn FF ELEV.e53,80' 1 STOPPER OR END PWG 110'"LSO CTE G LDCKING CASTING TO GRADE (EL 51.15) GRADE IN LANDSCAPE FlNISHED ELLV.- GRADE CONCRETE COVER IN. MIN. �. 2' 4. CONCRETE CHIMNEY Y0• SDR a5MIN.4.DIA, MIN. 1/4- PE PRCNED PER T' MIN 4'DA I18VF71T(IN) __ __ 8' ___.- SDR N.s pm�j PI P?CFiED PER ELEV.46.85' 1 BAFFLE 1 . CAST ' PIPE sHAL1 EXTEND INVERT(IN) e' WALL INVERT(OUT) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOUNDATION THROUGHDATION WALL A MIN. ELEV. 45.95' El".44.45' FOUN OF 27. 5.0' T INVERT(IN) (EFF.DEPTH) 6' SOR 35 ELEV.43.45' PVC DROP TEE 4. CTION,O SrANJSS 8'0 1,250 GALLON SEPTIC TANK WLDOME Sm BOLT PLAN IAT•D%aAM 12•_0• 4-m CA-Sm rr� MAY. 1. MMUM2 CWGW m ASN AU CLASS 3W OR t law mm'OR A9O0 a Ie w-"Loa" Lames a RARE AM fII 0 AS MNefACnLtm x law Is" POMST OR APPMW QUAL 3.0' MOTES 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. O 28 DAYS. 3.0' COLLAR 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER � IN 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND COLLAR LOCKABLE 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I _ EXCEED TWO FEET IN HEIGHT. (TYP.) BOTTOM OF POOL _ • aa.Oi a Opo w,n 4.LITILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON Ir.IrOIOOuc� ELEV. 31.78' tram sm m ena wvm am - EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. ITIS THE I e'•IAIN,,PENETT(ATION I1ft0 A .- 1 aaw wuloew[wu CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL }nRGIN:STRIITA.OF;SAND-$ _ ;i AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. GRIIYEI` 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS. BACKFILL AUTERIAL r, 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY CLEAN SAND AND m LED ea DISTURBED AREAS. GRAVEL '�SOI f 0 M L 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH 3'NLN.ABOVE N)WATEGHESR CK °O°0' IXPECIID OUN ATER 4%ow•w wa WIOI CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. APICAL LEACHING POOL s w en nes C TYPICAL CLEANOUTETA DIL --- U ars HIGHEsr---E77�E- WATER L'LEY.'0.50'__________________________ . a q, LOT 9 SANITARY PROFILE DATE BY DESCRIPTION APPROV.BY N.T.S. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY c THE FIELDS AT MATTITUCK v LOT 9 SANITARY DETAILS e`p1.A.srt per, r; L K. McLEAN ASSOCIATES, P.C. COf611UW0 OGrm6 4J7 SOIRN OOUIpI'm.mOIOILI[11.IEa'1'OR 11719 T,�j x osAm u d x vc o W qy w� .'�". Shat No. rn �e�a� am snwu a,x as. I DTG� �k�ae Br• MF/CFD Seers AS NOTED "um lxiww�v.uoW �n 1. � �wa� ,"eiwxo Vim/ Drown Oy MF Dom: DEC. 2020 JP1LS/�2 .rL — wwxxrtu o®cox o.x ®"^'�m�a�01w,a"A ( ApyraraG E!Y RAS iPa No. 20099.000 LEGEND SURVEY OF PROPERTY QE • • ELECTRIC MANHOLE A kIAON THE . . WATER VALVE __ SUBDIVISION MAP OF ® •••"•'•••"''WATER METER THE FIELDS AT MATTITUCK D '•"•""""' CABLE TV BOX LOT 9 BUFFER AREA —T—•............• UNDERGROUND TELEPHONE .� FILED MARCH 31, 2006 AS MAP NO. 11370 QT •••••......•.•TELEPHONE MANHOLE / LOT 8 QOj/ SITUATE:AT Cf •FIRE HYDRANT —E—••••••••••. •UNDERGROUND ELECTRIC / N MATTITUCK N 44.37'20' E $h —W—••••••••••••••UNDERGROUND WATER 21838 1 Q �� N TOWN OF SOUTHOLD ■ .r Vv ......•••...•CONCRETE MONUMENT _ SUFFOLK COUNTY,NEW YORK T.F.EL. •••••••.•.•••,•TOP FOUNDATION ELEVATION x44.5 •••••••••••...•SPOT ELEVATION AREA OF PARCEL = 56,9591 SQ.FT. OR 1.3081 ACRES TC TOP OF CURB EP ...•••••••••••EDGE OF PAVEMENT 1 \ \ _ — 62'6— Nom 44.8 I' 3in NOTES 1 1 45.0 V u a A 1 W c 1. ' MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. cW c \ 12. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT 41 a l — THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 20 `"' d 3. ELEVATIONS REFERENCE NAVE)190B. . 1 � � Nv �� UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATIONLAW. x 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. ; ,•{ S°"`A ;t��c' t ;_; ��� 't. OQ 1 T.F.EL.54.1 'CTI.. :t '•, 0.y� t ice.-..a t y �� •� E +\ 6. . CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 44.5 NEWYORKSTATE ASSOCIATION OFPROFESSIONALLAND SURVEYORS. SAID CERTIFICATIONS s s •,` _..,� �5 �t�` \ SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO z APR O r�o�9 PSG ,t 1 i ` THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND O L I d' TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO �� �Qy 4�Q ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7, UNDERGROUND UTILITIES SHOWN ON THIS SUR VEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL j�j.s_�...•- n4 F,�..,�„ Q J�'' .` UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE `! RESPECTIVE UTILITY COMPANIES. P OJVv O �JQ���`� 9(,t 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. doQ. ' 1 /do �` 11 q! ,o �/ ~� o� . DATE BY DESCRIPTION JAPPROV. BY REVISIONS � -1� OF Ew r�S Town of Southold `\`� L. T/!� 'P,� Suffolk County, New York Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT DISTRICT 1000completed by me on 04/05/2021. SECTION 106.00 l� 050528 CL. K. MILE IN ASSOCIATES, P.C. /�A- �' ONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 `AAS �y � ,Cly 437 SO. COUNTRY ROAD, BROOKILAVEN, NEW YORK LOT 063.000 EQ ,AND` TAMARA L. STILLMAN P.L.S. Sarveyed By. KG/JLSheet No. Scale: i'= 40' NYSPLS No. 50528 Dre.,,By, DM Date: 04706/2021 Il P,\20099.000 Flelds B Mattltuck £ngr 8 Survey\Survey Dept\Drawings\LOT 9\20099.000 lot 9 Found. As—bullt.dwg 6/29/2011 4,17 PM Tamara Stillman approved Byi TLS Flee No. 20099.000 Il LEGEND F`A SURVEY OF PROPERTY ON THE ELECTRIC MANHOLE ��L A/l/E SUBDIVISION MAP OF ' WATER VALVE WATER METER THE FIELDS AT MATTITUCK CABLE TV BOX . LOT 9 . BUFFER AREA / FILED MARCH 31, 2006 AS MAP NO. 11370 —T— UNDERGROUND TELEPHONE / / ' O� SITUATE AT OT TELEPHONE MANHOLE / FIRE HYDRANT / I MATTITUCK 44°37 20' E —E— UNDERGROUND ELECTRIC — -- 218,38 1 (0 i m I TOWN OF SOUTHOLD —W— UNDERGROUND WATER ■ CONCRETE MONUMENT 1 /,E ISI I SUFFOLK COUNTY,NEW YORK TF.EL. TOP FOUNDATION ELEVATION I 1 I AREA OF PARCEL = 56,959± SQ.FT. OR 1 .308± ACRES x44.5 SPOT ELEVATION z I 1 � u TC - -. .-..TOP OF CURB - 1 c/�/ BRICK CURB O ` iu EP EDGE OF PAVEMENT / 1 BR1vEWAY ojj % u I .1 NOTES ASPNAL v, J 1 CDNE'� -i, 7. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. CELLAR iu BRICK CURB w+ r ENT. �, > ` 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT BRAIN ,p� W t THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. RIN;45 3. ELEVATIONS REFERENCE NA VD 1968. l STORY SE 20' a t1 1 ,I ,g e' ANE HO i Ji UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND Z 1 1 o FR GARAGE = i 1 \\ \ 4. SURVEYOR'S SEAL/S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EP/ roc �4y.7^\ EDUCATION LAW. s — ` e \ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND d i °C d 1'•�'�—V \ ^•� SURVEYOR'S'EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. X6.5'S•q•J 2D B NPA OOp POST TTYp I Q ;�\ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS V (uV �pRO? SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND_ s NG INSTITUTION LISTED HEREON AND p0OLAEU L-/C TE ' \ TO THE SS GNEES OF THE LENDING INSTITUT ON. CERTIFICA IONS ARE NOT TRANSFERABLE TO AUG 1"�0 2072ELECTRIC METCP / ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. UNDERGROUND UTILITIES SHOWN ON HIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON Q 1 SUILDI1�tGDEr?tl_ 5 �( titi THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCA VATION IS TOBEGIN,ALL .f�,i UI;DI G tEP r� P � � UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE J�v , / Q�A� moi' RESPECTIVE UTILITY COMPANIES. 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. THE SURVEY CLOSES MATHEMATICALLY. on 3 / 1 1 a / 1 5 1152 0� do Ln / \ SITE PLAN co N / SCALE: I"= 40' r i O tl Np,I, N ON�J Np 7 NE ° Ste` / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES E 6,-SI��, APPROVAL OF CONSTRUCTED WORKS FOR Ii/ ASINGLE FAMILY RESIDENCE DATE BY DESCRIPTION APPROv. BY o CgRO Ncr )gO REVISIONS Date . 7/11/22 H.S. Ref. No. R-21-0040 — TOWN OF SOUTHOLD SUFFOLK COUNTY NY 0 The sewage disposal and water supply facilities at this location have been E CL inspected and/or certified by this Department or other agencies and found THE FIELDS AT MATTITUCK to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. o4�,cwroR� LOT 9 SANITARY AS—BUILT PLAN G,DIBIq SUFFOLK COUNTY REAL PROPERTY TAX MAP AS—BUILT SANITARY CRAIG KNEPPER, P.E.,CHIEF DISTRICT 1000 DISTANCES FROM CORNERS OF BUILDING Office of Wastewater management H Qo L. K. McLEAN ASSOCIATES, P C- vE SECTION 106.00 A B * K FS`) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NEW YORK 11719 n tee " et 'MW 'ee.mo"ms Designed r MF/CFD scale: AS NOTED 0 BLOCK 08.00 px� G De:l d B ST 20' 27' CENTER OF STRUCTURE oearo+ wimxc.mmmc ax me ow.wcs 9g5 v v u oae oe o.. e�n e.o�aw C LOT 063.0(70 LP 35' 35.5' CENTER OF STRUCTURE � E]� SAO/ Bre»•"By: MF Date: JUNE 2022 S1 ') C) °""`—/e ��'""'"gym"" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EDPR�fjS Approved By: RAS FI.No. 20099.Onn I LEGEND. FSURVEY OF PROPERTY ............• ELECTRIC MANHOLE AON •'• WATER VALVE �/V LANE SUBDIVISION MAP OF e "'••••••""'WATER METER, THE FIELDS AT MATTITUCK 0 •""......••• CABLE TV BOX LOT 9 ...•...... •••• BUFFER AREA / FILED MARCH 31, 2006 AS MAP NO. 11370 _T.•........••.•• UNDERGROUND TELEPHONE 0 '..•"'•'•'•••TELEPHONE MANHOLE / •/ 0/ X °T 8 SITUATE AT MATTITUCK ! '............ HYDRANT _^ / E y _E.•.......••••••UNDERGROUND ELECTRIC � 44•37�20� y �W ...... UNDERGROUND WATER TOWN OF SOUTHOLD ■ . .•••........•.CONCRETE MONUMENT11 i I W t SUFFOLK COUNTY,NEW YORK T.F.EL. •••"•" TOP FOUNDATION'ELEVATION 1 I I x44.5 .......... 'SPOT ELEVATION I a. TOP OF CURB AREA F PARCEL = 56,959± SQ FT. OR 1.3081 ACRE TC I C o ¢w A ' 569 S EDGE OF PAVEMENT 1 •� I BRICK CURD. C Y z EP `b " > o v th NOTES a ........... DRAIN INLET 1 pSPNALT DRIVEVAY v�-i _I o°` k ® 1 EpNG v,`* X\ W o 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. a CURD CELLAR BRICK W 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT ENT. .N .> THE THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. IDR AIN 5 -� ¢ ., . p .0' W � 3. ELEVATIONS REFERENCE NAVD 1988. y W i T• c UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING!1 LICENSED LAND .F N N ' 2 STEW E a w 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 19.8 g `a� AMEAii RgE: EDUCA77ONLAW. B 5'5' \ 49+ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF THE LAND O� ua v2 a o S.T.i A20v SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. o 4 W H IQa' '� 1327' V "�, i� 2B•3' T<TYP> OO �\ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN COD POS ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE �A�P NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 9wS PC S \\ SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO i THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND It Q ., T'QEaUiP• �� TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO POOL ORATE \ / ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. PJQ��J4 1 GATE \\ VIN.E ECTRIC METE \\ ' a I/I(LJ1 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL Q' [u•o� .1 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BYTHE QS `� `\ RESPECTIVE UTILITY COMPANIES. P AUG 1 0 2022 11 0 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. •�qZ ���' '` 3qp 9 9. THE SURVEY CLOSES MATHEMATICALLY. SUILDIRIG DEPT �•, �o. 1 / TOWN OF SOUThi'. ._n dP 100000� \ � y S 050528 LA 2•SfDO� . �' CERTIFIED TO: DATE BY DESCRIPTION APPROV. BY 1.EVAN AND v EPSTEIN 11 CARS<Nc�Ff 2.FIDELITY NATIONALTITLEINSURANCE COMPANY REVISIONS • Town of Southold < 3.DIME COMMUNITY BANK ISAOA ATIMA,FOR THIS TRANSACTION ONLY Suffolk County, New York I Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Final As=Built Survey DISTRICT 1000completed by me on 04/0512021 &06/0212022. 106.00 L. K. McLEAN ASSOCIATES, P.G. SECTION BLOCK 106.0 �Q. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 063.000 TAMARA L. STILLMAN,P.L.S. Sa yed By: JL\JPL Scale: 1'= 40' Sheet No. NYSPLS No. 50528 . m•a,.,,By. GLB Date: June 3, 2022 Il SAShared With Me\Pro ects\20099.000 Fields 9 Mattituck Engr 8 Surve \Surve De t\Drawin s\LOT 9\20099.000 lot 9 Final AsB.clw_g 6/3/2022 3,51 PM Tamara Stillman Approved By. TLS Flee No. 20099.000 Il TONN COMMENTS Z O Z ' ) AURORA ' ' � w A aUAL I TY NEN HOME MODEL E3Y OASIS AT MATTI TUOK, CORP. o a l � z z 0 o O } IN 11J Uu !1_I } O v ----- w — o FINI5HED SECOND FLOOR V Lu — n • l� O — ❑ -- wmO AT DODD DODD < k) -Zi E104:20— --- FLOOR AREA �."' z lu °z � o Z- - n� FIRST FLOOR 1,215 sf p }` O wo-11 _ I=INiSHED I IRsr FLOORSECOND FLOOR 1202 sf §J- - - - - W - - - - - r GARAGE 552 sf Q O a Q ® � El ❑ ® ® N BASEMENT 1,226 sf / N O d PORCH 241 sf ° JL FINISHED GRADE Q TOTAL L I V I NO SPACE 2,411 sf I I I I I I I I I I i CONDITIONED FLOOR AREA 3,643 sf I I I I I I I I I I I I I I I I I I I (INCLUDES BASEMENT) - I INFILTRATION VOLUME 37,200 cf I I I I I I I I I I I I (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 I I I I I — I I — I I — I I I I I �,s,4..r, �i. ;•o - - -� - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� INDEX TO I7RANIN05 C _ -I- - - ❑ - - - - - - - - - - - - - ❑ - _ - ❑ _ _ _ _ - _ _ ❑ - - -I- - - - - - - - - - - - - ❑ - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - ❑ DRAWING No. COVER 4 ELEVATIONS A-I FOUNDATION PLAN A-2 .-� '•' ;'' to ' £'`' FIRST FLOOR PLAN A-3 ''`'r FRONT ELEVATION2nd FLOOR PLAN A-4 WALL BRACING 4 ROOF PLAN A-5 pl.IVRED OCT 2 2021 SCALE: 1/4" = 1 ft SECTIONS 4 DETAILS A-6 NOTES A-1 TJI-DETAILS A-8 Q O p 00 � � r Op � Q� m 00. K O o 5.25 � O ` v D-tu z `� z 71 ❑ ❑ ❑ �- 0 12 E] E:1 - 15.25 �' ❑ Q OL -------- ---------- ------------ ------- --------------- -- -- ------ --------------- ----- ---- ----- --- -- --- -------- ------ ---- - ----------------------- ----- tu V U, � m ----------------- — ------ ------------ ------ ----- ------------------------ — ---- -------- DATE: FEBRUARY 2021 COVER $ SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/8" = I ft SCALE: I/8" = I ft SCALE: 1/8" = I ft DRAWING NUMBER A - 1 A �- F A-6 235# ASPHALT SHIN&LE5;MIN. (4)-FA5TENER5 PER z Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE ~ � O 37'-4" 24'-4" [No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] 'J 14'-8 1/4" 7'-5 1/2" r-iEGRESS WINDOW WELL TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 8" CONCRETE STEM WALL ON SELF-ADHERING POLYMER-MODIFIED f 2x8 [U035] P.T. LEDGER16" x 8" P.G. FOOTING BITUMEN ICE SHIELD BARRIER [R905.1.2] z 0 lvl I/2"� x 4" GALV. LAG SCREWS AT I6" O.G. - - -- - - - - - PROVIDE FALL PROTECTION 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES t j STAG&ERED [R50-1.11 r P.G. FTG ( -3) 36" IN51DE EXTERIOR HAL LINE FOR> 8:12 SLOPES IL tu 1/2" STRUCTURAL PANEL SHEATHING [R803.2] BASEMENT ENTRANCE STAIRS 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (2)-2x10 P.T. GDR I 0 -1 J u 6IN-GENTER EACH HAY LU - -I I I STANDARD HOOK AND#4 REBAR AT 12" LAP INTO 16" x 8" P.G. �j to m DECK " I ( FOOTING. 2" MIN REBAR GOVER SOLID HOOD BLOCKING z Q �- 1 �-O -I - - - - - - m - - - - - - -" - - - - - - - - - --1 CEILING JOIST Q N fV O DRIP EDGE [Rg05.2.8.5] _ 2836 CASEMENT 836 CA5EMEN 16'-O" EGRESS WINDOW RE55 WIND I I , Ix8 WOOD FASCIA #k 11" T `r 1/2" GYPSUM WALLBOARD SOFFIT VENT - Vi " POURED CONCRETE FOUNDATION STEM HALL 7X6 R F DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I L - - - - - - - - - - - - - - - - - - - MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER ��-- I MINIMUM 3'-0" BELOW GRADE I F- _ -J I - - -- - ---- - -- - -- _ - MANUFAGTURER'5 IN5TRUGTION5 FOR HIGH-WIND EMERGENCY ESCAPE 4 RESCUE OPENING I r - - - - _ _ _ _ AREAS AND TO RESIST A MINIMUM 28 psf GAS HATER HEATER 6" HAD IL R31 .7.8 ! SUCTION LOAD (EXPOSURE B) OR 40 psf } O A. O. SMITH [R310) I AND STEPS _ i (EXPOSURE G). J HW &PVT 50 200 GAPAGITY = 50 gal BASEMENT 3068 I OO <- ON 13 ISE Q F- cV 4" P.G. SLAB I I ORYHELL `r _ - - - - -- - - - - - - - - - L I l_ 4-4" - I- I PLASTIC HOUSEWRAP INSTALLED OVER FOAM O I INSULATION. INSTALL AND TAPE ALL SEAMS PER -�- I NOTE: (N ( - - - -- - - - - - - - I 2x4 HALL STUDS AT 16" O.G. MANUFAGTURER'5 IN5TRUGTION5 [R-703.2] HOLDDONNS ARE AFGO ZIP MODEL 4X I � -I 23-6 R-15 UNFAGED FIBERGLASS BATT INSULATION O NOT REQUIRED FOR 4"cP STEEL COLUMN I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) 2- ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTAL USING _ THIS PROJEGT. w/(3)-#5 REBAR EACH HAY ( I I GAP-HEAD NAILS WITH A MINIMUM 8/4" (3)-1.'15 x 11.85 LVL GDR (TYPI6AL-4) R-13 2 PENETRATION;SPACED 12" O.G. PERIMETER AND CLOSED-CELL SPF INSULATION I6" O.G. FIELD. (ENGINEERED DESIGN) I I I (ALSO AT RIM JOIST IN SECOND FLOOR PLATFORM - NOT 5HOHi ) 1/2" STRUCTURAL PANEL SHEATHING -I'-4" F '7'-2" T-2" ?-011 _- -� -- ---i-� - -- -- I _j - 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE L - J L - J L - - J BEAM POCKET I I 2x BAND JOIST O (TYP-2) i I I I 2x6 PRESERVATIVE TREATED SILL [UO2] LL FLOOR JOISTS COPPERTERMITE LL SEAL SHIELD OVER SI (3)-2x10 FL HDR - J(3)-2x10 FL HDR L I I I O_ \ / I I c0 1 I I , I )1 EXGAVATED i ry EXTEND 51DING TO WITHIN 12" OF FINAL AFGO ZIP MODEL 4X O N / N WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS 4"(P STEEL COLUMN I I I \ I [R403.1.6] �- 10" I ON 2-O x2-O xlO I N O 10 ( I 10 MINIMUM Y2 d1a. ANCHOR BOLTS SPACED NOT DEEP P.G. FTG. -- I [_� I CO I I I I GREATER THAN 6 FEET ON-GENTER EMBEDDED (TYPICAL-2) I (2)-2x10 I I u- < I NOT LE55 THAN l" INTO CONCRETE OR GROUTED FINISH GRADE - - - I Q u I FL HDR ( (Uj -7 I ( I I CELLS OF CONCRETE MASONRY UNITS. THE 3 0 I Ip O I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ LL x OF THE WIDTH OF THE PLATE. A NUT AND n Z O O -"'. I 1 Q N I I HASHER SHALL BE TIGHTENED ON EACH ANCHOR OL f I �I I_ ry N 1 1 I I I I BOLT. THERE SHALL BE NOT FEWER THAN THO j In H � O I I N 2$6 BOLTS PER PLATE SECTION WITH ONE BOLT 'H ( m W v N I I I I LOCATED NOT MORE THAN 12 INCHES OR LESS z �pp N v LH IJ Z m W Z_ DECK LATERAL CONNECTION [R50-1A.2] ( 1 I 13'-O" I I I I THAN SEVEN BOLT DIAMETERS (3.5 ) FROM EACH - END OF THE PLATE SECTION. HALLS 24 INCHES O= O }- _j z LU lu 5IMP50N DTT2 1 1 1 I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT z^ z -z - �_ O -I W INSTALL IAN MANUFACTURER'S I - - - - - - FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -J� .•Q o �"' Q Z - - I SPECIFICATIONS r O I I ( I CENTER THIRD OF THE PLATE SECTION AND w U_^ W 11 1 13 Z u� 51-5 I (TYPICAL-6) I _ ( I DROP FOUNDATION BELON SLAB DROP FOUNDATION BELON SLAB I SHALL BE ATTACHED TO ADJACENT HAL n vy� (X Ja-1 r- z L - - - - AT DOOR OPENINGS - - - - AT DOOR OPENINGS PANELS AT CORNERS AS SHOWN IN ITEM 9 OF (] QQ V N V v z < - d� O W - - -- - - - - - - J TABLE R602.3(U. (X -p F J Q- <W ® Q - - > �Q < Qo�a � Q-I N -- -- R-I I BASEMENT WALL BLANKET INSULATION O `� 0. O O > -- (2) 2x�o FLUSH _ I U DECK I -- (2)-2x10 FLUSH I o v �- - -I - - -- - - - - J r - -� o ABOVE L - - - - - - - - - -� r .(� O <M Qw�tY p� +�- U1 (`IQ dQ - - - - - - - - - - - - - -- - - - - - - - - - - - - - iv FOUNDATION HALL Q UO d) z-O Q CONTINUOUS HORIZONTAL P.C.REINFORGEMENT: ONE No. 4 r W (, - - - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY xx - - - - - q 2 - ---- 2,-&,.q'-2 2-q' 8-4 I'-8 8-4" 3-4 4 - - - +�- O „ „ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL � �� STORY [TABLE R404.1.2(1)] O, O N 2x8 [UG35] P.T. LEDGER EXPAN51ON JOINT r O �-1 � 1/2"(P x 4" &ALV. LAG SCREWS AT 16" O.G. STAGGERED [R50-iA] -\--,r- (2)-2x10 GDR -- -- F F _1 -- - (2)-2x10 GDR F 4" P.G. FLOOR SLAB POURED CONCRETE FOOTING I- - L - _J - __- _ - L - -I - -I ON UNDISTURBED SOIL [R403.1] P.G.FTG ' 6 MIL POLYETHYLENE FILM CONTINUOUS UNDER STEMNAL n yz�T`1'i�1OAL. NAL.L. SEOTIO1� .,��. . L11-1 3/4" 6'-6 3/16" 7'-O" 24'-8" SCALE: NTS 4" 61'-8" DE-IVEREQ OCT 2 6 2021 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12",P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH HAY,REBAR 4" ABOVE BOTTOM -1 �- MAXIMUM SUPPORTED LOAD AT 7' DE51ON DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) 0 O A-6 (ENGINEERED DESIGN) ri ? 0 0O NFOUNDATION FLAN r O tL Q' SCALE: 1/4" = 1 ft O Q m p� z STRUCTURAL DESIGN NOTE v p- LU WINDOW AND DOOR SCHEDULE In accordance with the 2020 RGNYS; structural < < (L �- v No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and (xL X < _l WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/Wood composite columns, beams, headers and Q d girders that: N N A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE _ B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sq 48"x 48" B PICTURE,VINYL FRAME,LOVV-E GLASS,ARGON,NO GRILLE 60 C UNITED WINDOW 6000 3020V NIA N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and Y W II�J IL D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design p= E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sfJ 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS ILL L 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 Q G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) were designed in accordance with 10 H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. O 1 THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS --i J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'* 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DODR,WHITE,OPTIONAL INSET GLASS Structural elements such as Halls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] 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 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASCE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 2 A A-6 7 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION '-10 1/2" Io'-6 i/2" 12'-�" 6'-4" O O 7 GODS OF NEW YORK STATE Z P- }� RIOTS COMPLIANGE: This building was designed and shall be W constructed to meet the 2020 ECCCNY5. Both REScheck N.S. ((YY Department of Energy and REM/Rate (Moresco) computer PROVIDE RESERVED SPACE IN 5ERVICE PANEL TO CODE d FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03A] Z Q software was utilitze to demonstrate compliance. All WOOD STEPS W " mandatory provisions of the 2020 ECCCNYS - Residential V Provisions are In force. W r R105.2.2 WRITTENSTATEMENT: To the best of my knowledge, 8'_0 WALL LINE Wbelief and professional judgement, these plans comply with the ABOVECLOSED-CELL 5PF z .� Q__ ____ Energy Code. Furthermore,as a RESNET certified rater (ID.No. 2614387), I certify that these plans comply with the Home Q d O4 ° ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] LUEnergy Rating System (HERS) program. A si ned certification 0 — INSTALL 2"� VERTICAL SCHEDULE 80 PVC, CONDUIT z of compliance with the HERS program (HERO) will be submitted < _ PIG RE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS _ of the constructed building to demonstrate complione. N d IU OR GAPS AT EACH TERMINUS [E3b02.3.21. (V I: tXi z (3)-3°5° 6°68 __ __ I GYPSUM BOARD z 1 __L---_-- -- O O 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q w_=1 (2)-1.75x11.25 LVL HDR (2)-1.75x11.25 LVL HDR -- --T---J CONTINUOUS BEAD OF w M Q v (ENGINEERED DESIGN) (ENGINEERED DE516N) j cv j DW 1 I d O _ N SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R4C6 V d d L 1 _J______________, I Q Simulated Performance Alternative,and the provisions of v r GYP5UM BOARD Sections R401 through R404 labeled "Mandatory." 4 d +� EXTERIOR t Mandatory requirements: z Q IR INTAKE KITGHEN i I +�- R40(.3 CERTIFICATE: Builder to post per Code. p 3 [81006] m I 1 36" GUARD [-312.1] d0 - N CONTINUOUS BEAD OF 8402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 23'-4" I _________________________________________ O SEALANT AGH by HERS rotor. See Table 8402.4.1.1 In plans. m ----------- -----------------------------] R402.4.2 FIREPLACES: Factory built with UL 12-1 doors. 0 z I I i r . I- O r -- -----------� CONTINUOUS MINIMAL R402.4°3 FENESTRATION, See window/door schedule i.N v, I" II EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z FAMILY ROOM BREAKFAST o 1 dJ 1'_O" l 4'-4" O I �p B E ENT ENTRANCE O 1L II UNIT PERIMETER hot water heating appliances to be direct vent with both Q O X�� - O <- O N Intake and exhaust pipes Installed continuous to the _ O w t>� -`-- ----------- 1__ outside. z t]— d 0 L p, UL 127 LISTED AND H LABELED 36" z I ,n WINDOW UNIT R402.4.5 RECESSED LIGHTING= IG-rated and labeled as u0� FACTORY-BUILT NOTE: q'-O" GEILIN6 HEIGHT 0 �0 i I V 1 perin�oon deair leakage rate of not greater than 2.0 cfm L 2 FIREPLACE [RI004] THROUGHOUT FI-ST STORY O O 0 R402.5 MAX. U-FACTOR d 5H6G: See window schedule. 25 cfm GOVT. I - I ELEC. PANEL Pro] TEGHNOLOGIE5 cV TO ERV I I 11 8403.1 CONTROLS: See plans for thermostat Information. _ Ll- R403.3.2 DUCT 5EALING: All duct joints shall be _ I e MODEL T705 d (M1505.41 I 1� CONTINUOUS MINIMAL mechanlcally fastened and sealed with duct mastic PROORATHERMOSTATABE ` --�- I sealant. Apply mastic A ducttalre-Qeaka a test Is not F e e I EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: g -�- II UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LVL FLUSH (37 LONG) 3 q. p (2)-2x10 HDR e R403.3.5 BUILDING CAVITIES. Framing cavities shall not be NO WALL e v, INTERIOR GARAGE WALLS: used as ducts or plenums. 6-6 11'-4' o R-15 BATT INSULATION R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate _ 0 4x4 P 5T _ Ys" GYPSUM BOARD mechanical system piping carrying hot water to on 0 36" GUARD [R312.1] • It - �' R-value of not less than R-3. - -- - -- -- - _ GARAGE GEILIN6: R403.5.1 HEATED SERVICE HOT WATER(SHN CIRCULATION m 24T ° PDR 6-s 2 6 Q „ „ � Yz" GYPSUM BOARD 1 CONTINUOUS BEAD OF SYSTEM= Not In project. _ _ ;� 4 4x4 POST I ' HEAT DETECTOR v [TABLE R302.61 R403.6 MECHANICAL VENTILATION: ERV continuous O iv 36" RAILING I' SEALANT ventilations stem specified In the plans exceeds the ' N-� ' I „ F O N � y p p m U 10 R m I 4-6" 4 6 i minimum efficacy of 1.2 cfm/watt. 4x4 P05T R403.1 HVAC EQUIPMENT: Sized in accordance with ACOA Manual J and Manual S. SELF-CLOSING 20-min GYPSUM BOARD R403,5 MULTIPLE DWELLING SYSTEMS: Not applicable I 36" GUARD [R312.1] I z 20 cfm GOVT. O ERV Za7° F.R. DOOR [8302.5.1] R403A SNOW MELT: Not in project. Q 8403.10 POOLS AN SPAS: Not In project. o N Z�TQ m MI505.4 __ N i I: CONTINUOUS BEAD OF : I (3)-1.75 x 14 LVL DROP HDR 8403.11 PORTABLE SPAS: Not In project. �o NO WALL m � 2' O" 2'-6" � (ENGINEERED DESIGN) � .W I ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at o least BOAS of permanently Installed fixtures. d I _ m j CONTINUOUS BEAD OF 1� GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was 1z � DOUBLE I7 �� Q 5" P.G. SLAB .i X I used to show compliance with the Energy Code. REM/Rate , (} L� FL HDR IU_ PITCHED TO DOOR o (�I�� software was used to model the building performoce - see SMOKE d G.O. 1z +A 2020 IEGG Energy Cost Compliance report provided with 1d DETEGTOR (TYP) DINING ROOM .,� 2' GLO5ED-DELL 5PF Permit Application. REScheck was used to model the building O Ix LIVING ROOM = 1= p _ a �-' performance based on national standards - see RECcheck - I`t Itt t :-------- ----------- ------ -----___-_ P rte- o I x x FOYER I i i i — Compliance Certificate and Inspection Checklist provided with i tt I I I I Permit Application. � u) u) 4 I I I I 1� 14'-O' I I N I m w p JAC5, r HAZARD G AZING [R305.47 14„ 1 � � I 1 4" (I 1 W M Z24'-O"I I v Z tUCONTINUOUS BEAD OFSEALANT - I I I }- JI OJWGYPSUM BOARDQ— Oz (2)-2x12 HDR - m I 3°7°/(2)-1°7° 5L = I I I I CD (2)-2x12 HDR I 11 1!l��--JJ 1J-J I 1 iv `r I (2)-2x12 HDR I I U- 75 x 14 LVL FL 0 0 (2)-1.75 x 14 LVL FL—_ —— —— —— —— —— —— m Q f i SEALANT BEAD OF ° ! PORGH ° Q } 0 Q 5/4x6 DEGKING X Q _ (2)-3°5 N (2)-3°5 .fin O QC `' .� ) CONTINUOUS MINIMAL (3 I- V 1 O Q Q EXPANDING FOAM AT WINDOW E E E E -� UNIT PERIMETER O 2-q q-2 2 q x l WINDOW UNIT(OR TABLE R402.4.1.1 -2020 4 N 4x4 P.T. POST X ` WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) INSTALLATION (3)-2x12 HDR (ENGINEERED DE516N) -�- (3)-2x12 HDR- INSULATION INSTALLATION �—-- -- •ilk-- -- -- - -- -- --�—-- -- -- - COMPONENT AIR BARRIER CRITERIA CRITERIA s A continuous air barrier shall be installed in the CONTINUOUS MINIMAL building envelope. WOOD STEPS EXPANDING FOAM AT WINDOW Air-permeable Insulation shall not be used as i' General requirements The exterfortherrnat envelope contains a r �,.••..•••••••,;f: UNIT PERIMETER a sealing material. '�' . • �, G' i.�" continuous air barrier. Breaks or joints in the air barrier shall be sealed. 151-2" 15'-2" 24-4' The air barderin any dropped ceiling/soffit shall be ~ aligned with the insulation and any gaps in the air ." I++ .a�} ' •* t t. r l Ceilinglattic barrier shall be sealed. The insulation in any dropped ceiling/soffitEx shall be aligned with the a]rbarder. CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. ,'f r 'P; ,t'� ••"W �` +, SEALANT I� Cavities within corners and headers of frame ,. .?!. .�:.•��?.p +. Thejunction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed, the cavltywith a material having athermal A resistance of R-3 per inch minimum. I �� L..00 -•�� � CC t1 GYPSUM BOARD Walls The junction of the top plate and the top of exterior A-6 �"' ��= V E R E Q OCT 2 u 2021 walls shall be sealed. Exterior thermal envelope insulation for CONTINUOUS BEAD OF framed walls shall be installed in substantial " �! ! ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air SCALE: 1/4 = 1 ft barrier. Q CONTINUOUS BEAD OF The space between window/doorjambs and J i' SEALANT Windows,skylights and doors framing.andskylights and framingshall be sealed. O �I Rim joists Rim Joists shall include the air barrier. Rim joists shall be insulated. O � Floor framing cavity insulation shall be r Installedto maintain permanent contact with N 1- ,,. 2" CLOSED-CELL SPF ((� %Z the underside of subPloor decking. Alternatively,floor framing cavity Insulation �0 LL r (' Floors including cantilevered floors The air barrier shall be installed at any exposed O and floors above garages. edge of insulation. shall be in contact with the top side of r m sheathing or continuous insulation installed on the underside of floor framing; and Q X 0 extending from the bottom to the top of all d� V perim eter floor framing m embers. m �- Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided k) Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be V CONTINUOUS SILL SEALER - overlapping joints taped. ermanentl attached to the walls. p FULL WIDTH OF SILL Duct shafts,utility penetrations,and flue shafts « Z Shafts,penetrations opening to exterior or unconditioned space shall be O O d O — FOUNDATION WALL sealed. (� ;; ( Batts to be installed in narrow cavities shall be cut to fit or narrow cavitles shall be filled Q W 0 ` I Narrow cavities with insulation that on installation readily - v Q CONCRETE SLAB conforms to the available cavi space. < -1 0- Z STRUCTURAL DESIGN NOTE 111 Air sealing shall be provided between the garage _. ---_--__.----_--__-._-_. Garage separation X Z and Conditioned spaces, /j i ,,✓ Recessed light fixtures Installed in the building Recessed light fixtures installed in the In accordance wlth the 2020 RGNY5; structural Q< — v f 1 j Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and .j surface. and IC rated. g 1- `` In exterior walls,batt insulation shall be cut steel/Wood composite Columns, beams, headers and Q (� /., neatly to fit around wiring and plumbing or girders that: Plumbing and wiring insulation that on Installation, Headily Q —_ conforms to available space,shall extend �WJ behind piping and whin I) resist gravity loads, and W The air barrier Installed at exterior walls adjacent to IL Showerltub on exterlorwall showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs -I O p shall be insulated. 2) are not contained in the prescriptive design O W shower or tub. provisions of the 2020 RGNY5 LL The air barrier shall be installed behind electrical NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALI6NEO WITH THE boxes shall be Installed. THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that were designed in accordance with m TYPICAL METHODS OF AIR-SEALING U51NO ANSI/AWG NDS-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots penetrate building thermal envelope shall a sealed J to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING b the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND STAIRWELLS, SHALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOR sprinklers shall only be sealed in a manner that is A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or THERMAL ENVELOPE IN ALL LOCATIONS. other adhesive sealants shall not be used to fill I) resist wind loads, And DATE: FEBRUARY 2021 voids between fire sprinkler cover plates and walls orceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNY5 PLAN A IR 5E /� I 11�I O DETAILS Il I R �J. 1EAI I NO NOTES were designed in accordance with ASCE -1-16 wind SCALE. 3,/4 - I ft I J"� 1– provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are — annotated "ENGINEERED DESIGN." - Z z O p A ill A-6 i-------------------- I L--------------------j' W_ p[ U- 8'-6" 7'-2" i 2'-6" 6'-10" 4'-4" O iL 0 WW I I HAZARD GLAZING lU Z LR3O8:4. 3°5° 3050 cv 3°2° B 4°4° ZO N 10'-8" 2'- q-8 - AWNING PIG N p a 5-O 81-01, (V - `} FREE-STANDING TU Q (V OL 6016 .N l�- TRANSOM n� - BEDROOM 3 BEDROOM 4 - M BATH — IN 1� - - 8'-O" G Ht 8'-O" G Ht i O 8'-0' G Ht O OI N (V LU ry U N O o § 20 cfm CONT. HVAC EQUIPMENT IN ATTIC I \x 20 cfm GONT. TO ERV , -t - WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] J l- �i � � a TO ERV [MI505.4] GAS OR PROPANE FURNAGE: LENNOX ELI96UHO7OXE36B �— — _y ' LENNOX HEALTHY CLIMATE ERV5-1-15-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIREGT VENTED TO OUTSIDE;AHRI 20184cI570 -I� _ Q [M1505.4] O - ----- -------------------------------INSTAL-L-E-R�UWT-IN-GO NDI-- ONED-A-TT10. HEATING GAP: 64,000 Btuh;AFUE = 96.1 Pro I TENODOL 1-705 N v BATH F DUGT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. INDOOR COIL: LENNOX GH35-155 ____ PROGRAMMABLE (Z ° OUTDOOR UNIT: LENNOX ML14XGI-036-23OG;AHRI 2033"14690 THERMOSTAT GL cV O HEALTHY GLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ` `I COOLING GAP: 34,800 Btuh;SEER = 15.10 � 26To 2(-Io CJ' 2a-10 3'-O 3-O INSTALL IN AN AGCE55IBLE LOGATION ON A 2nd STORY WALL. INSTALL IAN MANUFAGTURER'S SPECIFICATIONS I STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" dia. DUGT5 I'-8" GONNEGTED TO HEALTHY GLIMATE WEATHERHOOD KIT MODEL 95P07 5 KE B G.O. 1 1 HALL Cfl DE TOR (7YP) O IA,G. RirTURNI ° FRESH AIR TO INSIDE DIFFUSER IN Hf LLWAY: 6" dia. DUGT 6'-6" I'-O" 10'-O" RAILING m L _ 2�7 247° STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. ,4 (2)-2x10 HDR — HER STALE AIR DUCT FROM KITCHEN HIN�ED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x9.25 LVL FLUSH =_ _ ^ _ =r _ __ __ ALL DUCTS INSULATED TO R-4.2 1 N 3050 (ENGINEERED DESIGN) d BI-FOLD O m H ND I 4x4 BEARING HAL SYSTEM TO BE SET AND BALANGED 'ro GONTINUOU5LY PROVIDE [MI505.4.4]: ® POST m 26'7° m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM RYER WASHER x AND MINIMUM 25 cfm EXHAUST FROM IKITGHEN. 36 HANDRAIL [F31132>1 I 3'-2" 4'-6" DRYER EXHAUST I 2¢70 - [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILING -1 m N 0 DOUBLE FRAME OPENING < < _ — I x N c 4" I V l \ O ° N •• 2'1° N BEDROOM 2 GL '. W.I.G. MASS -DRO M 4' 10'-0" TRAY G Ht 0" TRAY G Ht I N O m z iV' 14'-O" 2'-2" 5'-6" 4" 14'-0" _ U z� (2)-1.75x14 LVL w/HT530 MTL STRAP AT EACH END (2)-1.75x14 LVL w/HT530 MTL STRAP AT EAGH E Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) 1T O -1 W Z LU 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. i (� ,-- N r- p (2)-2x10 HDR (2)-2x10 HDR __ i Z p Z d� Z -_ 3 -------------------------- Z i 5" GLO5ED-CELL 5PF I ---------------------------- Q� � > (Y W BETWEEN(2)-5050 TERS (2)-3050 1 j6 O OL O O > x < � O d< 2'_q" q._2.. 2'-q" 8'-0, 2'_q.. q._2.. 2' q" I Z Q Q I I � I I Q I I ----------------------- I I L-----------------------J »"a"��'} ?. .;•pa.e. ." ,� a-a .'� 1. ; rµF: ♦ J �• k i C�,„ t' DE, IVERED OCT 2 6 2021 SF-G0ND FLOOR PLAN, Q SCALE: 1/4" = 1 ft O p O � d�- 00 � � r °oX O ® w=0 CEO 1 �p O O Lp z w n/ o 1L 9 50LAR-READY CERTIFICATE O 1L — v < Q This home has STRUCTURAL DESIGN NOTE v WD- Z incorporated features at w X v Z the time of Initial In accordance with the 2020 RGNYS; structural a Q IL �— construction to enable the o elements such as engineered wood, steel and < —1 installation of solar steel/wood composlte columns, beams, headers and ~ < OL electric. girders that: _ cv The solar-ready roofI) resist gravity loads, and v w � zone is shown on this CON UIT Y u UIT construction plan excerptLi 2) are not contained in the prescriptive design O w O and is free of � GOUIT provisions of the 2020 RGNYS�JFJ LL obstructions that would limit placement of solar were designed In accordance with O panels. ANSI/AWG NDS-2018 with 2018 supplement. O m Plastic conduit for futureo r St uctural 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 facllltate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed In accordance with ASCE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DEVON." A = CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] SOLAR-READY ZONE [TIO3.3] PROVIDES 36" WIDE AGGE55 PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL z z REMAIN CLEAR OF OBSTRUCTIONS SUGH AS O O BNL B BWL A VENTS, ETC. [TIO3.4] v y� IROOF LINEIlxx TABLE R802.5.2 RAFTER/CEILING JOIST HEEL 1 -- - - g O JOINT CONNECTIONS - -- - GROUND SNOW LOAD (Psf) w i I ,i � s � ', � ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 2Qr 30 __ O IU ' -___ INSTALL 2"0 VERTIGAL SGHEDULE 80 PVPVC, W 1� CONDUIT THROUGH ALL WALLS TO ATTIC, WITH RAFTER RAFz - I B ? Zi TEMPORARY PLU65 OR GAPS AT EAGH TERMINUS TER SPACING Roof span(feet) - - [E3502.3.2]. SLOPE (inches) 12 20 28 36 12 20 28 36 N N ' •ii W _ f�GGES ROOF Required number of 16d commoner O i 9 ilsO c,d,, per heel joint splices ROOF N O f )i - C, 12_. l •j12 4 i I� l 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 - N } 1�1/J 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 c , I i I O .12 / 4• 16 ! 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 - r ; -.. : ....__....._._........._.•_..........._.__-� �. Q , �; P1�OST DOWN P05T DOWN POST DOI�^1 � _� � 1 Q i - i j,---- --- -- -- �i � -_' � 12 3 4 5 6 3 4 5 7 V ii ! 41 1 m 1.'15 x ib LVL STRUCTURAL RIDGE I AGGE55 ROOF c 5:12 16 3 5 6 8 3 5 7 9 11V1 1."15 x ib Lyl_ RID51E N 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 11� 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 -� ROOF BELOW 12 3 3 4 4 3 I - -- - --- -- - - � 3 3 4 II ,,,,,,,i . .V, _.. _..-.... ,-_. ........_ - _.._._..., _•...._.... . _... .__, ,�v � 9:12 16 3 4 4 5 3 3 4 5 24 3 4 6 7 3 4 6 7 2x10 RIDGE 12 3 3 3 3 3 3 3 3 I v # ---- 10 __ i -I � :; i < + � 12:12 16 3 3 4 4 3 3 3 4 ' 24 1 3 1 4 1 4 1 5 1 3 1 3 4 6 Q For Sl: 1 inch-25.4 mm 1 foot=304.8 mm 1 pound per N L I square foot=0.0479 kPa. gy,� 2 cv ry I a. 40d box nails shall be permitted to be substituted for 16d X �' X o common nails. -... AGGE55 ROOF b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. I + ' ' I c. Heel joint connections are not required where the ridge is 1 , � supported by a load-bearing wall header or ridge beam. cv d. Where intermediate support of the rafter is provided by 2x10 RR AT I6" o.c. 2x10 RR AT ib" o.c. 2x10 RR AT 16" ox.. 2x10 RR AT I6" o.c. vertical struts or purlins to a load-bearing wall,the I a E tabulated heel joint connection requirements shall be 9 r - ROOF LINE _.....__ I WALL LINE permitted to be reduced proportionally to the reduction in - _. ......_,. ....i � ; m.._..._........,,, span. ly OL a' _ e. Equivalent nailing patterns are required for ceiling joist m 1-- ROOF O LIJ=I , , i to ceiling joist la slices. o gj p P �-.� tU m z lV f. Applies to roof live load of 20 sf or less. z Ili? SEOONI7 STCR%r BNL PLAN � g. Tabulated heel joint connection requirements assume � z z <'t Q z w SCALE: 3/16 = I ft that ceiling joists or rafter ties are located at the bottom Q d= d) Z Z of the attic space. Where ceiling joists Or rafter ties are }- PORCH ROOF BELOW located higher in the attic,heel joint connection ? W N requirements shall be increased by the following factors: lL � O O / �} < He/HR Heel Joint Connection Adjustment Factor 0 V 1/3 1.5 +�- z0 Q O 1/4 1.33 ^ < 1/5 1.25 lZ-1 1/6 1.2 ROOF FLA I I� 1/10 or less 1.11 SCALE: I/4 - I ft 11 where: g� E BNL D BWL G 1 24'-4" HO=Height of ceiling joists or rafter ties measured vertically ,�• °'9sr..>, above the top of the rafter support walls. w>•t f '`Tt;• �,; �'r HR=Height of roof ridge measured vertically above the top of _� ' ° ~' 3'-O I/2" the rafter support walls. ` ��,tc; " t 13'-41/2" �'-7" 4'-4" I I i pp --- ----------------------1---- .,. t � , - I BWL 3 BRACED WALL PANEL CALCULATIONS t� . a^° : r , Wind AdJustmentFactors-Table R602.10.3(2) (p.187) __- I; Upper Story .. ..• ' rT 0r, 26 2021 Numbered Lettered Q Wall Lines Wall Lines Comment 2 -�4 I Exposure Category 1.00 1.00 Exposure B; 2-Sty _-,--_ -,_,_ Roof Eave-to-Ridge Height 0.84 0.84 7'-4" La 4 Wall Height 0.90 0.90 8'-0" O O I ! ( Number of Braced Wall Lines 1.00 1.00 2 O F 0 Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 NIA !L Wind Factor Total 0.756 0.756 O O z -� Braced Wall 140 mph Total Bracing dj O Braced Wall Bracing Wind Factor 1 m Line Spacing Required Required Length Status � -- Line Method Total (. ° (ft) Bracing (ft) Bracing Provided (ft) f �- 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK O p W -- A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK _ d- � Q 1L p B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK lJ� O • 1 13 Wind Ad'ustmentFactors-Table R602.10.32 .187 STRUCTURAL DESIGN NOTE U Z 1 ( ) (p ) WW Lower Story In accordance with the 2020 RGNYS structural << Q �- cv Dwelling Garage Comment Exposure.Category 1.00 1.00 Ex B; 2-St (Dwelling): 1-St (Gar) elements such as engineered wood, steel and X p 9 ry p Y ( 9}; YH < N ! ; Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) steel/wood composite columns, beams, headers and d OL Wall Height 0.95 1.00 9'-0" (dwelling)-. 10'-0" girders that: E- � g ( g); (garage) g Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate calc) (� - I ) rest a and Additional 800 11b Hold Down 1.00 1.00 N/A resist gravity loads, a W 1L I Gypsum Board Fastening 1.00 1.00 N/A O O ` Wind Factor Total 0.884 0.760 2) are not contolned In the prescriptive design O = __ _-_-_-_ M _- - - --- - f3HL 3 provisions of the 2020 RGNYS ,i;- IL„ i 2'-a"' 2'-G" I I 3-7" 3'-b" I is 0 tt were designed in accordance with I- O Braced Wall 140 mph Total Bracing m Braced Wall Bracing Wind Factor AN51/AWG NDS-2018 with 2018 supplement. O Line Spacing Required Required Length Status -1 Line Method (ft) Bracing (ft) Total 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 DATE: FEBRUARY 2021 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK ) resist wind loads, and __ ...__. ......,____.._.....__.._...;..._.........................._. _...._ _..._..._......... __._....._u_. _._.._____.__w .: C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained in the prescriptive design WALL BRACING D (dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK p ROOF PLAN were designed in accordance with ASCE 7-I6 wind FIRST STORY 5NL FLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/16" = 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DE516N." A - 5 TYPICAL ROOF R-3q Z Z 2x4 COLLAR TIE AT 48" D.G. ASPHALT ROOFING SHINGLE5 OVER 15# FELT OVER O Q 1.15 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL 5HEATHING OVER (- (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. R-3q 6" THICK GL05ED-GELL SPRAY POLYURETHANE FOAM (5PF) ROOF____________________ ----------------------------------------------------, WITH V2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2 50LID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] N WOOD BLOCKING I W IL GABLE WALL INSULATION: 2x12 GROSS-RIDGE 12 12 t - - CONTINUOUS R-5 I-INCH RIGID FOAM XPS; — I > I CAVITY R-13 2" SPF FALSE GABLE 5.25�- C_--- -- 5.25 W W m I I FULL-HEIGHT F- W SHEATHING N 0 ,(� --------------------------------I ____ _ _ I BEHIND LEDGER v ------------ ------------------ ---------- --------L-------------------------------------------------------� SEALED ATTIC (INDIRECTLY CONDITIONED) CEILING r I (V MASTER BATH — — �- — — — — — — — — — I LAUNDRY I I — — — — — FAMILY BATH I 2xb RAFTERS AT I6" O.G. 12 2x8 GJ AT 16" O.G. �� SMOKE 4 G.O. 2" SOLID Q O — �- I >I I Ix8 TRIM BOARD 8� O ®DETECTOR IN ATTIC WOOD BLOGKING tV > I >I I > I >� I �,I I I > I > I SOFFIT VENT !7 Q I WG I I I WG I I TYPICAL INTERIOR WALL 4" Q I I I WASHER I (2)-1. 5x14 LVL FL HDR I/2" GYPSUM # LAV. LAY. I I I LAV. I 2x4 STUDS AT I6 O.G. NOTCH TOP 51DE UNDER ROOF BOARD FIN15H (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-Y2" I Y2 GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB I I TUB 1 (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR I I I I � TYPICAL EXTERIOR WALL R-20 p � SECOND STORY WALL CAVITIES f n SHOWER I I I 2x4 STUDS AT I6 O.G. z AND SECOND FLOOR PLATFORM. V I I (2)-2x4 TOP PLATE;2x4 50LE PLATE (Y MIN. R-4.2 DUGT INSULATION. 2nd FLOOR L-___ ____ I ____ _-II__ ____ __________ ___________________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN w O I-I/2' W I-I/2" YJI 3" W 2" W 2" W I 2' �y -� 1 2" W 3" W 1-1/2" W I R-15 UNFAGED FIBER6LA55 BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 5 I VINYL 51DING OVER HOUSEWRAP OVER R-5, I' XPS INSULATION = — 2" W 3" W 2" W I 2" W I I 3" W 2' W G.O. I OVER I/2"STRUCTURAL PANEL SHEATHING GS-WSP WORD FLOORING OVER " 3/4 PLYWOOD SUBFLOOR G.O. I-- II I (2)-L'f5 x 14 LVL FLUSH HDR �� n �p -------------------------------- --------------------------------------I-- ------------------ - -----------------------------------------------------� " ll \\ u 4 CEILING — _ - - _ - - - - - � — - --- V I R-13 2" CLOSED-CELL SPF II II ul POWDER I KITCHEN AT RIM JOIST II 14 TJI-560 FJ AT Ib O.G. 11 14 TJI-560 FJ AT I6 O.G. z f(� >I >I > i Qi1 STAIRS v , I (2)-1.75 x 14 LVL FLUSH HDR Z� ! X Z-1.15 x 14 LVL 3 - I I O I O 1/2" GYPSUM m BOARD FINISH z ( LAV. WG I I KIT SINK i I DW LIVINS ROOM !- FAMILY ROOM Lu I I w 15t FLOOR PLATFORM 1st FLOOR I WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------I-- -----------------1_2" ----- -------- ------- -------------------------------� 3/4" PLYWOOD 5UBFLOOR 2" W j 2x10 FLOOR JOI5T5 AT 16" O.G. G.O. 2" W 3 W 3" W W G.O. CROSS BRIDGING AT M105PAN 1 ---------------------------------------------------------------------------------------------------------------------------------------------------- GEILING I R-13 2" CLOSED-GELL 5PF 'I 11 i AT RIM J015T F_ - -IIF•A•I• 5TAIR5 4, I BA5EMENT x 11.875 LVL GDR " I (4)-3/8" LAG SCREWS FINISHED GRADE I FINISHED GRADE (INDIRECTLY CONDITIONED) SILL CONSTRUCTION: G.O. 4.. W 1 SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2xb P.T. NG3B) SILL ON TERMITE SHIELD ON SILL SEAL WITH I/2" ANCHOR BOLTS �` \ ID" POURED CONCRETE FOUNDATION STEM WALL N p (SEE TYPICAL WALL DETAIL) z V I L VERTICAL REINFORCEMENT: NOT REQUIRED FOR v — TO APPROVED SAND $ GRAVEL SOILS (GW, GP,5W, 5P) HOUSE TRAP SANITARY SYSTEM HORIZONTAL REINFORCEMENT: #4 REBAR AT O BASEMENT FLOOR I MID-HEIGHT OF WALL STORY N ---------------------------------------------------------------------------------------------------------------------------------------------------- ONE TOP BAR WITHIN 12" OF TOP OF WALL ( m Z I/2 GYPSUM .� FULL HEIGHT R-II BLANKET WALL INSULATION IJ z W BOARD FINISH AS MANUFACTURED BY GERTAINTEED CORP. Z FL.UME31 NO RISER D I AORAM UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING [R302.1] Q A5TM 1584 MAX. FLAME SPREAD INDEX 5 25 — — < � Q Z W MINIMUM 3'-0" BELOW GRADE MAX. SMOKE DEVELOPED INDEX < 50 _ 50ALE: NTS 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB Q d) N 1" Q iu OL� cjw 1ILL� <� m0 (3 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING w/(3) #5 REBAR E.W. a O Q > Q Q 11� �z QO RC)OE TENSION ST AF: S GTION 1 Q x WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10-d COMMON NAILS AT EACH END OF STRAP �, e•Ra�,t• l f$Sr k i RAFTER TO STUD : WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION KVVERED OCT 2 6 2021 WHERE RAFTER ALIGNS WITH STUD La � r 2x ROOF RAFTERS AT 16" O.G. Q O d) USE GALV. HURRICANE TIE BETWEEN Q It EVERY RAFTER AND THE ROOF BEAM Q Q " 2x GEILING JOISTS AT 16" O.G. tL r USE (3)-Ibd NAILS AT RAFTER 0 O HEEL JOINT CONNECTION O z +•- ROOF BEAM (SEE PLAN FOR SIZE) O. 3 ttO\\ UG3A PRESERVATIVE TREATED 2x EXTERIOR WALL V MALL STUD TO MALL. STUD : ASSEMBLE WITH ID-d NAILS O � STRAP OVER OR UNDER 5HEATHINS 12" O.G. STAGGERED ALONG LENGTH (4) e,-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE SD COMPLIANCE PATHWAY NOTES ON SHEET 7 EACH RAFTER WIN — lY - VENTED VINYL SOFFITAglx5 TRIM BOARD O O O z 41 V UPLIFT CONNECTIONS: G518 GALV. COIL STRAP USE (2) AT EACH POST, TOP $ BOTTOM R-30 BATT INSULATION �� O O 5/4'W DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR J015T 1-1/4 WIDE 20-OUAOE Q Q SIMPSON COIL STRAP 5ALVANIZED STEEL STRAP J 'J < PERPENDICULAR TO J015T5 (4)-Bd NAILS AT EACH END EACH SIDE OF WINDOW AND W p- (2)-Bd THREADED NAILS OR DOOR OPENIN05. INSTALL Lu ' Z (2)-No. 8 WOOD SGREWS AT 4x4 WOOD COLUMN 2x 50LID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP < < p- V EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATE5 TO JACK 5TUD. OL 7 ~ }1J [R50 -f.i] REST DIRECTLY ON FLOOR BEAM L_ X I r _( MINIMUM LENSTH BELOW 1— FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENSTH ABOVE Q Qp- FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER (5EE PLAN FOR SIZE) A55EM13LE WITH TWO ROWS OF IOd NAILS T r U05B PRESERVATIVE TREATED I " O. . AONG EACH EDGE [R50 .5]TUD TOSiLLPLATE : NRAP STRAP UNDER 51LL PLATE PER CODE 3fb OSB d VINYL SOFFIT 1- (6) 8-d COMMON NAILS AT EACH END OF STRAP GRADE 0= ¢. 4x4 WOOD POST FLOOR J015T TO WALL: IL F- - SEE WIND COMPLIANCE PATHWAY NOTES ON 5HEET "7 U055 PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ B (5)-95d NAILS TO STUD N O 2x EXTERIOR WALL PB44 HOT-DIPPED GALV, ALTERNATE WHERE FJ/STUD MISALIGN5: a lh e P05T BASE ANCHOR FLOOR J015T TO PLATES: a -1 ° a SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES a PLATES TO STUD: ° 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 SIMP50N H2.5;(5)-8d TO PLATE5, (5)-8d TO STUD ° VERTICAL DEBAR ON DATE: FEBRUARY 2021 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE • BOTTOM SECTIONS 4 DETAILS H I Ofd-lel I ND UPLIFT STRAFE I NO TYf'1 GAL. FOROH DETAIL. DETAIL L. AT FLOOR CANTILEVER TENSION STRAP I NO AT NAL.L. OFEN I NOS DRAWING NUMBER 50ALE: NT5 SCALE: NTS SCALE: NT5 50ALE: NTS NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 5A5E (SIMPSON 0520 COILED STRAP). A — & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE. All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYCRQ TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTESand publications Incorporated by reference therein. Z Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 O RI052 BUILDING PERMIT= A building permit shall be Issued by the F- � WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RCNY5 Town prior to the start of work. A copy of the building permit 0 - GROUND SEISMIC _ WINTER ICE BARRIER AIR MEAN ULTIMATE DE51ON WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. Speed Topographic Special wind Windborne Frost line HAZARDS https://hozords.atc.ounril.org FOR THE PROJECT LOCATION: Z Q Weathering Termite TEMP REQUIRED INDEX TEMP o R1o6.3 DE516N PROFESSIONAL: A Certificate of Authorization Is 0 LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 W 72.5665 WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITI- FIGURE THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES filed with The State Education Department entitling D'Amoro v W PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying, P.G. (Designer) to provide to 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)I5 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, O R301.2(3)] THE OWNER 5HALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore is not responsible u- Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Q Z Elevation Latitude heating cooling tem erature cooling difference .. ITH I immediately notify Designer, in writing, if there Is any W g g factor P g COMPONENT AND CLADDING LOADS [TABLE R301.2(2;] DO NOT W T TLE IQ NYGRR PART 1265 discrepancy found between field conditions and pian lU 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)1 dimensions,especially with regard to existing construction. N O Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-O" roof 8301.2.1 WIND DESIGN: in accordance with Figure R301.2(5)B, wind N ry Daily range span, 140 mph, pitch less than 5:12) [TABLE 8802.111 design is not required. This building Is designed In 0 N difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf W accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf O 83012.12 PROTECTION OF OPENINGS: This building Is not located A UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. cTv O AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located In a flood # hazard area. 83015 LIVE LOADS: Minimum uniformly distributed live loads: (WK Attics without storage 10 psf,Attics with storagge 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,5leeping 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 12301 b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-70 and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 830116. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b SPACING AND LOCATION NOMINAL MATERIAL a b deli correspondsalae to the 30 psf round snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unalanced load cnditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 I/2"x 0.113"); or 4-8d box(2 2" x 0.113");or (inches) these plans are nominal sizes. Engineered wood dimensions or 3-8d common(2/ x 0.131 ) or Wood structural panels,subfloor,roof B and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, i Joists, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 y"x 0.131")• Toe nail 21 Joist to sill,top plate or girder 1 �� �� � Toe nail 3-1Od box(3"x 0.128");or 3-10d box (3 x 0.128");or Staple 15 ga. 1 3/ 4 g 8302.1 FIRE-RE-515TANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to% 0.097-0.099 Nail % 3 6 projections shall be located at least 5 feet from lot Ines and are not fire-resistance rated. 4-8d box(2Y2"x 0.113");or 8d box(2Y2"x 0.113 ) 4"o.c. toenail Staple 16 ga. 1 3/ 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 X"x 0.131");or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131"); or 0.113 Nail 2 3 6 WALL5 AND GEILING5: Gypsum wallboard is a Class A finish 2 Ceiling joists to top plate 3-10d box(3"x 0.128");or (roof applications also) 10d box(3"x 0.128"); or 6"o.c. toe nail 'V32 and% Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (req'd max. 200) and a SDI = o (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3"x 0.128");or 3-8d box(2,V2"x 0.113");or P g 4 8 INSULATION: Exposed insulation that Is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162"); or Face nail 2-8d common (2%"x 0.131"); or 2s s Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-1Od box(3"x 0.128");or Face nail /2 and/ surfaces shall have a F51 s 25 and a SDI < 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed insulation values. 2 staples, 1"crown, 16 ga., 1 %" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135");or Staple 14 ga. 2% 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder „ Blind and face nail 2-16d Common 3 / x 0.162 � where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 4-1 Od box (3"x 0.128");or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2 X 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 X" x 20 ga. ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 1 " x At each bearing,face nail 5 3-1 Od common(3 x 0.148 ),or Face nail each rafter ( / 0.162) 0.097-0.099 Nail% 4 g 8302.I3 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") I „ • � project under Exception 4. 3-16d common(3 /2 x 0.162 ), or SPACING O FASTENERS 4-10d box 3"x 0.128" or NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION GLEARANGE: Recessed 1 „ „ . ( )> DESCRIPTION8, OF FASTENER AND LENGTH a luminaires shall be IG-rated I/A/W N1102.4.5 with separation 3-16d box(3 2 x 0.135 ), or 26 Band or rim joist to joist :: :: End nail THICKNESS 3-1 Od common(3"x 0.148") or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or inches Edges Body of panel p 6 Rafter or roof truss to plate nail ono opposite side of each rafter :: " (inches) ( ) (inches) (inches) from Insulation per listing. Z PP 4-3 x 14 ga, staples /6 crown n 4-10d box(3" x 0.128");or or truss' !1 8308.4 HAZARDOU5 GLAZING LOCATIONS: Tempered glass or ._ 4-3"x 0.131" nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed in 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; J 4� m 15 at top and bottom and staggered. Fiber-cement and at locations where shown on the tans. m Z z 4-16d box(3%" x 0.135");or p w 3-I0d common(3"x 0.148");or IOd box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3Oq.t GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Z Z Toe nail 3 6 g � Z � �d' � � 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle --1 IT O W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3" x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers Y entry doorway. Q t n <- 0 z And: Staple 1 S ga., /long,/crown `1 � � 7 :: finished flooring other than the 3 6 R3I0 EMERGENGY E50APE AND RESCUE OPENINGS: It Is the O dJ Z to minimum 2 ridge beam 2-20d common 4 x 0.192 , or ( g ) 3-16d box(3 / x 0.135 ),or ( ) Face nail at ends and at each splice a builders responsibility to verifyy that window units supplied by Q IL t- 0 W Y2"„ „ . 3-10d box(3"x 0.128");or 1 X lop x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for � � p/_ W ® 0 2-16d common(3 / x 0.162 ),or g J End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q 0 V 3-I0d box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) 1-_ mar < 3-3"x 0.131" nails 1 lop No. 8 x.375 head diameter,ribbed wafer-head screws 8311.7 STAIRWAY5: Interior stairways shall be re-assembled O ly •d X 4-16d box(3Y2"x 0.135"); or g, g 8 wood units. The maximum riser height shall be b-1/4 Inches and n, 0 < Wall 3-16d common(3�"x 0.162"} or for tile finish ly 0) 6 0 Q 0 28 Ledger strip supporting joists or rafters At each joist or rafter, face nail ( ) the minimum tread depth shall be inches,plus nosing where Z 16d common(3 X"x 0.162") 24"o.c. face nail 4-I0d box(3"x 0.128"); or Plywood required. Provide handrails per Code. « < 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or 4-3"x 0.131"nails 1 y ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above " 16 o.c. face nail „ i 5 t :: 3 6 grade,and steps leading thereto,shall have guards that Z 12/ga. (0.099 shank diameter 3"x 0.131"nails 2-lOd box(3 x 0.128 );or 2-8d common /and/6 ) conform to Code.29 Bridging or blocking to joist t „ „ „ „ Each end,toe nail 16d box(3%"x 0.135 );or (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga., %,%6 crown width 2 S Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3122 WINDOW FALL PROTECTION: Windows with sills Ness than 9 3"x 0.131"nails SPACING OF FASTENERS I i s Is I 1 X ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade corners(at braced wall panels) /2,/s, /2 and/ 6 8 shall be protected per Code. 16d common(3 /2 x 0.162 ) 16 o.c. face nail TE DESCRIPTION NUMBER AND a h e Edges Intermediate i 12 g ga. (0.099 )shank diameter 16d common 3 t/2" x 0.162" 16 o.c.'each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER h supports',' R314 SMOKE ALARMS AND HEAT DETECTION interconnected ( ) g (inches) 1�ring or screw shank nail-minimum ,«:• ,sr=,.,s 10 Built-up header(2 to 2 header with y spacer) 1 " inches I9 s 2s s i 3 6 smoke alarms,carbon monoxide alarms,and heat detection ,.. 16d box(3/2 x 0.135 ) 12 o.c. each edge face nail (inches) /2, 8, 12/ga. (0.099 shank diameter ,rs *, / /2 and/q ) alarms shall be installed at all locations shown on the plans. �'=• 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 ...t: �p1« • �,O ,,•, ' ( ) R315 CARBON MONOXIDE ALARMS: Install at all locations4�4 1 Continuous header 1:o stud 4-8d common(2%" x 0.131");or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] f s ecified on the lans.Hardboard p P 4-1Od box(3 x 0.128") 6d common 2 x 0.113 nail 1 /lop ring-grooved underla ent nail 6 6 R31-1 WOpOD DECApY PROTECTION: Lumber specified In the plans 30 3%tl -%" ( : ) 6 12' gYm r ►.,.' . f , ( ) subfloor,wall g ) accordance wthSeAWPAiUlefor theintendeduse and location. lOd bocommon x 0.128x 0.X62 16"o.c. face nail 19 :: - :: ( ) ( 1 :: „} f 0.200 p d cement-coated sinker nail 6 6 � ��, � 4 � * •�- � �.j,�,q :: :: :: 12 Top plate to top plate , 31 /2 1 8d common nail 2 2 x 0.131 6 12 Staple 18 a. /ion (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel stainless r,. .- 3 x 0.131 nails } ( ) , Particleboard pp r «.... •° -;�. 12 o.c. face nail l Od common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2" diameter or greater «_. . . 32 1%" - 1%a" 1 =: :: 6 12 steel bolts. 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 B % 3 R401.4.1 GEOTECHNICAL= Footings and foundations shat I rest on p �, V E E D OCT 2 6 2021 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 " 0 x 0.162");or Face nail on each side of end joint I Y2:=g g " y 6 10 sf. Visuals graded soils that have this I ad-beorin value 12-16d box 3%"x 0.135" ;or :: 1 „ galvanized roofing nail, /6 head s 6d ring-grooved underla inept nail P y 9 9 ( ) (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing 1 „ 3 6 / include 6W d 6P-gravel and sandy gravel;6M a GG-silty and 13 Double top plate splice 12-IOd box(3"x 0.128"); or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., I 1/long,3/crown 3 6 clayey gravel;5W Q 5P-sand and gravely sand;5M 4 5G-silty each side of end joint) d 1 12-3"x 0.131 nails 3 :: � :_ an c ayey sand. Unsuitable subsoil material encountered O I /a galvanized roofing nail, /6 head i 6d ring-grooved underlayment nail 6 10 Burin excavation shall be excavated and replaced In-situ a 1- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 1/" Ion 3 6 �' s s 3 with /4° crushed stone to a minimum de th of b Inches or AOBE. 0 0 P g , g Staple 16 ga., 1 /long, X crown 3 6 p 0 16d common(3%2' x 0.162") 16"o.c. face nail1 „ d 1 i/2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement waits,foundation walls,exterior 0 d Bottom plate to joist,rim joist,band joist or 35 gypsum sheathing I y" lop 1 X"screws Type W or S 7 7 walls and other vertical concrete work exposed to the �j t- 14 16d box 3%2" x 0.135" ;or inch=25.4 mm. weather shall be air entrained stone concrete with a minimum m Q blockingnot at braced wall panels) ( ) For I: I ( p ) „ „ 12 o.c. face nail 3 „ compressive strength of f'c,-3,000 psi at 28 days. Porches � u- OL 3 x 0.131 nails 5 „ d 1 / galvanized roofing nail staple galvanized nip g - p ay . 00 _ 36 / gypsum sheathing 5 " 1 X" screws Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage i (� m 3-16d box(3%" x 0.135"); or 3 each 16"o.c. face nail 1 / long; yp floor slabs shall be air entrained stone concrete with a 0 Z �0 Bottom plate to joist,rim joist,band joist or b. Staples shall have a minimum crown width of /6-inch on diameter except as noted. minimum compressive strength of Pe,=3,500 sI at 28 days. O K 0 15 2-16d common(2�"x 0.162")• or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 p y • 0 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. dJ 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 0 m 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. g i 37 %a" and less t :_ :: systems shall extend below the frost line, i.e.,to a minimum Y 8d common(2/ x 0.131 }nail « t- 4-8d box(2 y 0" 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 Y811 _ 1" 1 „ 6 I2 8404.1.1 BACKFILL: Backfill shall not be placed against � � � V Z W 4-8d common(2%" x 0.131");or Toe nail 8d deformed(2/2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top 017 17 0 - 4-lOd box(3"x 0.128");or l Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. n/ 0' < Q 't 4-3"x 0.131"nails 39 1 X" - 1 %" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 16 Top or bottom plate;to stud 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber � 0 Y (K the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 3-16d box(3 V2" 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 POL 2-16d common(3 %" x 0.162");or End nail For SI: I inch=25.4 mm, 1 foot=304.8 mm, I mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10'6. tu _ w Z 3AOd box(3"x 0.128"); or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall < Q a U 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum (. 7 No. 3,standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of �-- x � 3-10d box(3"x 0.128"); or OL 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 R702.3 6YPWM BOARD= All Interior walls to be covered with Y2 F- 17 To sates laps at corners and intersections WALL SHEATHING USED TO RESIST WIND PRESSURES,, ' " P P P 2-16d common(3 z"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped, spackled and painted;unless otherwise 3-3"x 0.131"nailsnoted on plans. O Q b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v --t MINIMUM WOOD MAXIMUM PANEL NAIL W 3-8d box(2 y"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„�r 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested _V LL STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re Ions and Installed -1 O 0 2-8d common(2 X"x 0.131");or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) � g w DC Face nail PANEL SPAN SPACING with fasteners in strict accordance with the manufacturers 18 1"brace to each stud and plate 2-1Od 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 hlgh-wind regions. Use stainless steel nails for ( )� Penetration Edges Field Wind ex osure Cate o g g 1i. f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p category fastening vinyl siding on buildings located within 3,000 feet of 0 2 staples 1 %a" p g g g PP inches (inches) a y 9 ng p (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 0 6d Common 1.5 24/0 / I6 6 12 140 115 110 g 0 3-8d box(2 X"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 3 R8o2.1 WOOD ROOF FRAMING Load bearing dimension lumber t- 2-8d common(2%"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be 19 I"x 6" sheathing to each bearing 2-10d box3"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. 2.5 x 0.131 1.75 24/16 %6 RBob ROOF VENTILATION: Soffit vents shall be rovided with a P g � g g ( ) 24 6 12 140 115 110 p h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and requ-red minimum net free ventilating area of Xso 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 perpendiculir to For SI: 1 inch=25.4 mm, 1 mile per hour 0.447 m/s. RC1052 ASPHALT SHIN&LE5: Asphalt 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 A5TM D-7158 Glass G NOTES 3 staples, 1"crown, 16 ga., 1 X" 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 A5TM 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 ratio Use a minimum of six nails per strip shingle. Use 20 I"x 8"and wider sheathing to each bearing Wider than I x 8 Face nail .1 P g� �P g' p p g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2 2" x 0.113"); or the opposite side of the rafter shall not be required. saltwater.Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2Y2"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-built 3-I0d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1" crown, 16 ga., 1 X" 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 IST DETAILS 1 J O Plate nail-16d{0.135"x 3/z'")at Load bearing or braced/shear wall 12"on-center 9 above(must stack overwall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3 Y2') 7 1 Plate nail,16d(0.135"x 3 Y2°) When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- Blocking panel: 1/e"TJ Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES - TJI® Joists 0 at 16' on-center 1 No load bearing at 16"on-center trim sheathingtongue at rim board - ( ) /a"TimberStrand- LSL or TJI®joist. g Z 9 16"on 8d 0.131"x 2Y2" at 6"on-center 1 ZO Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1y"hole may be cut Q 1Ya°TJ®Rim Board,1�" required on both Plate nail-16d(0.135"x 3Y") Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT anywhere in web out- r- Timber-Strand® L SL or at 16"on-center* 1/8"TJ-Rim Board, side of hatched zone - sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side , cur or notch flange. TJI®joist Floor panel nail- g 1 „ * boundary nails, at B3W ONLY or TimberStrand® LSL 8d(0.131"x 2/z")at 6 on-center ® or TJI®joist 8d(0.131"x 2Y")a 1Ya"TimberStrand Web Stiffeners required 4"on-center LSL rim board. %1s" Web stiffeners 6" O O 6" Z Q Rim-to-joist required on both O W each side atA3._W B1 B1W nail Toe nail-10d 0.131" sides of both joist 6" L, 2 x D, D, Closer grouped round L 2 x L D V . { Y 9 p z z 2 6" 6" Toe nail, Toe Hall, 1Y"TJ-Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut « !L 1 Od(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/", 12 Web stiffeners required Do NOT holes in (applies to all holes the group perimeter holes In notes larger O y) mini. End of joists at hatched meets requirements for hatched + LL at 6"on center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue For rim board thicker than 1%4' on both sides at B1 W ; centerline cut hotel/n cantilever except knockouts) q than�/^to TJ®rim joist at rim board reinforcement. zones round or square holes. zones cantilever Web stiffener _ ( ) and B2W ONLY Q Attach TJI Joist to rim board with one 10d 0.128"x 3" of support Toe nail-10d(0.131"x 3") W required on both Must have 1314"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support O a � * sides at Al W ONLY * joist bearing at ends. Attach �k support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may:)e required with braced/shear 63 63W with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support N Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. O walls above or below-see detail B1 O O below-see detail B1 64 B4W Z _ O O i p O O O O O O Jo1sr TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O 0 *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�c DEPTH 2" 3" 4" 5" 6Y" 7" 87/•' 11" 13" 2" 3" 4" 5" 6%" T' 87/" 11-• 13" N (V O O O O y W Nail through web-with cantilever,wood backer and O O Details and Installation in Weyerhaeuser Installation Guide 1 ® ® 110 1'-0" 1'-s^ z'-o" 3'-0" 5'-0" 1'-0" 1'-s" z'-6" 3•-s" a'-s" ry iV Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Nail TJ Rim Board or 1Y")TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1•-6• r-6" s'-o" F-6" 1'-0" T-o" 2'-6" 4'-0" 5'-0" < t 1 for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y•• O Vi ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'0" 2'-0" 3'0" 4'-6" 5'-0" - N - top and bottom flange.Nail to blocking panel Use 16d 0.135"x 3Y")nails with 312"TJI® 360 1'-6" T4' T-0~ 4'-0" 6'-0" (V ( 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 1'-6" T-6" T-6" F-0" 7'-0" - p 9 P 7 ° g z'-0" 3'-0" T-0" 5'-6" 6'-0" ®' ' diametermaximum h ref r11 - 6'-0"length of TJI joist 8 o o / 1 1 •• 1/8"TJ®Rim Board 1/a' TimberStrand® schedule. 110 r-o° r-o" r-s" 2'-0° r-6" 3'-0° 5'-s" r-o~ 1'-s" r-o° z'-6" a'-6" 5'-0° s'-o" # reinforcement and filler 16"dee blocking panels;6"diameter 210 1'-0" 1'-6" T-0" z'-o" T-0" T-6" 6'-0" 1'-0" 1'-6" 2'-6" T-0" 6-0" 5'-6" 6'-6" _ 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9%"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 117/8' 230 1'-0" 1'-6" z'-0" 2'-6" 3'-0" T-s" 6'-6" 1'-0" 2'-0" z'-6" T-6" 5'-6" 5'-6" 7'-0" one each at top and bottom flange. with one 8d(0.131"x 212") 360 r-s" 2'-0" T-0" T-6" 4'-6" 6-0" T-0" r-6" 2'-6" T-6" 4'-6" 6'-6" s'-s" T-6" reinforcement on 16"deep blocking panels;6"diameter with 9%"and 117/"TJI® or shorter than 12"long. Attach reinforcement;o joist nail at each corner F1 applies to Sso 1'-6" z'-s" 3'-0" a'-o" 5'-s" s'-o" a'-o" z'-s" 3'-s~ a'-s" 5'-6" 7'-0" 7'6" a'-o" 8"diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flanges. 1 110 r-o" r-a' r-0" 1'-0" r-6" 2'-0" 3'-0" s'-s° T-a' r-o" r-s" 2'-0" T-6" T-0" s'-0" a'-o" maximum for blocking panels 9/2 1 with one 8d(0.131"x 2Y2") Web stiffeners %e'-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. Horizontal blocking uniformly 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" z'-6" 3'-s^ s'-o" 1'-0" 1'-0" 2'-0" 2'-6" a'-o" a'-s" s'-s" s'-s" kminimum m above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJ®Rim Board 1Y° nail at each corner panels between each loaded joists 14•' 230 1'-0" r-0° r-o° r-s° 2'-6" z'-6" a'-0" T-o^ 1.4. 1'-0" z'-o" T-0" 4'-0" F-0" T-0" 9'-0" sides at E1 W ONLY panels 9Y2"deep or shorter than g TimberStrand-LSL. Nail with joist. Nail to top plate with • only. 360 r-0" r-0" 1'-6" 2'-6" T-6" 4'-0" 6-6" 8'-0" •r-o° r-s° z'-6" a'-o° 6'-0" s'-s" a'-o" 9'-6" 12"long. 1 Od(0.131"x 3")nails,one 12"length of 3/<" connections equivalent to Wood D pct` 560 •r-0" r-0" T-o" T-0" 4'-6" s-0" 6'-6" 9'-0" 1'-6" T-0" 4'-0" 5'-0" T-0" T-s" 9'-0" 10'-0" - Y,s Do not cut flanges. 1Ya"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer �a�`�.4e� e\M) 210 1-0° r-°" r-o" r-o" r-o^ 1'-6" r-s" 3'-s~ s'-o" 1'-0" r o" 1 z'-0" T-0" 3'-6" s'-s" 8'-0" 11'-0" O TimberStrand® LSL.Nail with one side at E5 3 „ es �ti`� ads 16' z3o r-o° r-o° r-o" r-o° r-s° r-s° 3'-0" a'-o° T-0" •r-o" r-o° r-o° r-o" 3'-s" a'-0" r-o° 9'-0" 11'-0" 12"length Of/ t�� eC \O 36o 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones e X12 •`�a� o�� Id C 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 4'-6" 6'-6" 7'-0" 10'_0„ 11'_0" 12.0" each at top and bottom flange. joist web with 3 rows Full depth verticala� �r ��at E7,both sides at E8 F1 G Pg l� 4•' 5" 6•' 7•• 8" 10" 12" 1S" 17" 4" 5" 6" T• 8" 10" 12" 15" 17"10d(0.148"x 3")nails at 6" blocking between �e On-center,clinched.Use 2 1 360 v-0" 1-0" 1'-0" v-0" z'-o" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6"ttach reinforcement each joist Sso 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-s" T-o" 11'-0" 2'-0" 3'-6" 5'-0" 6'-s" 8'-0" 11'-o" yr-o" 1a'-6"to joist flange with 'Z t�` rows with 912"and 11%8" Less than 5" E� E8 Less than 5" 1a" squash blocks p 8d(0.131"x 21/2")nails at 6" ad`s TJI®joists. * 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 1Ya"TJ®Rim Board or 2 �v� on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT Sso r-o" 1'-0" r-0" 1'-0" r-o" r-0" 4'-6" s'-o" 1r-s" r-o° 1'-6" 3'-6° s'-o" r-o° CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. Face grain pari` both sides,stagger nails. O O Y8"minimum O transfer load around TJI'®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%2"TJI®joist flange widths 1.. 23/"maximum Table B - Intermediate or Cantilever Support E1 E1W E2 E3 O ® I Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever O O nails,one each at top and O O (1Y"for TJIsupport bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI®joist blocking with end DEPTH TJI® EXTERIOR DECK ATTACHMENT Apply subfloor J g L Web stiffener both sides. 2" 3' 4" 5" 6Yz" 7" 8%" 11" 13" z•• 3' 4" 5" s%" 7" 8%" 11" 113•' adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 z'-o" z'-6" T-6' 4'-6' T-6" V-6" z'-s" T-6" 5'-6- 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang contact surfaces * below,install web stiffener tight to top flange 91" 210 2'-0" 2'-6" T-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" g g Flashingtwo 8d(0.113'x 2)z") Ti ht fit z3o r-s" T-0" 4'-0" 6-6" 8'-6" 7-0" T-s" a'-s" 6'-6" T-6" he a minimum of 60% Attach per the table.Clinch to to flan a ti ht to bottom ermitted at beam. g (gap at bottom flange) I offoisrdepth 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" nails when possible. flange with face mount hangers). Sk5y 2y"screws, ® Depth Minimum Web Nailing Requirements 560 T-s" F-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Treated 2x_ Clinch nails when possible. , ledger ���10� �a� typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" 1'-0" r-6" 2'-6" 4'-0" 4'-6" 8'-6" V-0" r-6" 2'-6" 4'-0" T-o" T-0" V-6- ledger Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-o" 8'-0~ 10'-0" See fastener 5 5 117/" 230 1'-0" 2'-0" 2'-6" 3'-6" F-0" ry.7* 1'/a"TJ®Rim Board or 11/a" �. 110 All /a x 2/s"I" table below.Maintain 210 All 3/a"x 25/6""' 8d 3s0 z'-o° 3'-0" a'-0" 5'-s" T-0" T-6" 1r-0" 2'-0" 3'-s" 5'-0" 7'-0" 9'-6" 9'-s" 1r-0" 560 1'-6" T.O. 4'-6" F-6" V-0" 8'-6" 12,_0" T-0" 4'-6" 6'-0" 8'-0" 101_6" 11'-o" 12'_0" Top mount 2"distance minimum from TimberStrand® LSL. Option#2: 7 ° 5 l+i 0.113"x 2Y2") (minimum) 230&360 All / x 2/s° ( 3 3 110 r-o" 1'-0° r-°" r-o" z'-o" r-6^ a'-s" e'-s" T-o" r-o" r-o" z'-s" s-o° s'-o" s'-o^ 1r-o" hanger edge of ledger to fastener. 1 � �2x_strapping installed at/ 16d 210 r-o" r-o" r-o" r-o~ z'-s° 3'-0" 5'-6" s'-s" r-o" r-o" z'-o° 3'-s" s'-°° r-o" io'-o~ 13'-0" Backer block joist-span locations using two 2 560 All 2x41" 1 14" 230 v-0" •r-o" 1'-0" z'-0" T-s" 4'-0" 6'-0" 1°'-s" r-o" r-o" r-6" 4'-0" 6•-6" T-6" 11'-0" 13'-6" Face mount Allowable Load(Ibs) 1 „ (0.135"X 3/2") 360 1'-0" 1'-0" T-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" F-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger both sides of web 2 screws per joist,typical 9 ® Fastener 11/4"TimberStrand® 1%"TJ®Rim Board 18' 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0- S-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 16d I tip on#3: 5600 20 2x4`21 5 5 210 r_0" 1'_0" 1'_0" 1'_0" 1'_0" 1•-0" 3'-s" 6'-0" 10'_0" 1,_0" 1'_0" 1,_0. 1'_6" 4,_5' S'_s" 10'_0" 12,_6" 1s'_0" Web stiffeners required if sides of Yz"lag bolt 610 480 lirectl applied ceiling 22"(" (0.135"x 3Yz") 6 11 16^ 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1-0, 2•-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" With top mount hangers,backer block required only Y PP 9 H 1 hanger do not laterally support at HZ H3 • 24"(" 6 13 Sso r-o~ r-o" r-o° r-o^ 3•-0" a'-o" 6'-6~ 10'-0" 13'-6" r-o" r-o" r-o" a'-o" r-s" 8'-6" 13'-0" 14'-6" n'-o" O O for downward loads exceeding 250 lbs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB1 least%"of T,JI®joist top flange LA When specified on the ryout,one of VV Sso r-o" r-o" r-o" r-o" z'-s° 3'-s" T-o" 1r-o" 1s-o" r-o" r-o" 3'-6" s•-s° 9'-0° 10'-0" 1a'-s" 1s'-o" 1s'-°" conditions.For nailing requirements see page 5,TJ- O (1)PSI or PS2 sheathing,face grain vertical the bracing opficns abve is required 2 Constructiongrade or 4" 5" 8" 10 12" 75" 5" 10 12" 15" 17" , \ 9001, Weyerhaeuser installation Guide for Floor and 3 Web stiffenerarealwaesee required for 22"and 24"TJI®5600 Joists 78„ Sso 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-o" 9'-0" 1s'-o" 1'-0" 1'-s" a'-o" s's" s'-o" 1a'-s" 1s'-s" 1s'-s" v Roof Framing, TJ-9001. 560 1'-0" 1'-0" 1'-0" 1'-0" T-o" 6'-0" 10'-0" 16'-6" T-0" T-6" 6'-0" 8'-6" 11'-6" 16'-6" 11'-0"120'-0" ^/ (1 FASTENING of FLOOR PANELS 360 1'-0" 1'-0" T-0" 1'-0" 1'-0" T-0" 6'-0" 11'-0" 15'-s" T-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0° 21'-0" 1�•�V- LL- B BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" Sso 1'-0" 1'-0" 1'-0" 1'•0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" T-0" 6'-0" 8'-6" 14'-0"117'-6'119'-6" 20'-6" t_ 0 TJI®111(2) Rim Board 1�.. UP Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. m UJ Nail Size 110,210, 360 and ® • TimberStrand®LSL Microllam® 'arallam® , , , lY) Z IU GEARING FOR DOOR BEAM TO BEAM BEARING AT �"TJ RI 1Ya Depth 9�"or 9/"or 14"or g/^or 14"or 18"or 7 14"or 18"or Leave/ of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � � W I BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL p 11%.. 14 117/„ 16" 117/" 16" 20" 11/.. 16" 20" Z lS- W Z • Tables are based on uniform load tables in current design literature. 7- Z Q Z V_ 8d(0.113"x 2Y"),8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+Y" 2x8+y" 2x12+y" Two Two Two 1 tJ -1 tU 1Ya"TJ®Rim Board Or Strap per code if top plate � 2x6 2x8 For simple span(5'minimum),uniformly loaded Joists used in residential applications,one maximum size round hole may be located (]a _ (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - Z W 10d(0.148"x 3"),12d(0.148'x 3/a") 6" 4" 4" 4" 4' at the center of the oast f^ � Z 1%"TimberStrand® LSL or IS not continuous over joist span provided that no other holes occur In the joist. V Q blocking for lateral support header 16d(0.162"x 31/2") 6" 6" 3" 6„ Cantilever 2x6 2x10 2x6+%" 2x10+e" 2x6+y" 2x10+'/z' Not -Ly N r Q g PP a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES - Headers and Beams 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 t abutting (Detail E4) long long 4'-0"long V-0"long 4'-0"long 6'-0"long applicable 'I ' a Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastenerspacing for Backer Block 0) ® < >` - W d) 00 Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 " 3 „ 7 " 7 , 1.55E TimberStrand LSL Headers and Beams (Detail F1 / or/ /a or 11 / or 1"Net 2x6 2x8 2x12 (� < O plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least W and staggered. or H2 over Column (3)With 10d(0.148•'x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the 111111 TO mount 3 1 If necessary,Increase filler and backer block height for face mount hangers and maintain/s gap at top of joist,see detail W Filler and backer largest hole(minimum) O P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /e"(to avoid Splitting). block dimensions should accomodate required nailing without splitting 12"minimum for backer and 24"minimum for filler blocks Q Q i q ' 9 p g( )• hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth iL- V 1 Q Q Face n10Unt Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q Q Column wood from direct Q hanger recommendations listed above. Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor concrete and Roof Framing,TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 0 literature for framingconnectors ■Nailing rows must be offset at least Y"and staggered, 0 0 0 0 0 1.55 E TimberStrand®LSL Z ■14 ga.staples may be substituted for 8d(0.113"x 2 Y2")nails if minimum penetration of 1"into the TJI a joist or rim board is ach!eved. ■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 9y„_9Y2„ 3" Multiple-Member Connections for Top-Loaded Beams 8" 8" 11y.._,1�.. 3,., a a rim board or rim joist. TJIo joist framing does not J Fastener Installation Requirements O 14"-16" 4s/" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone w«•"•to*, Width Plies a1 blocking rr, t..,.`••" Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both 9+ • Allowed hole zone suitable for headers and beams with ,r; Fy r" J?•t p '' (2) sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. ;, ••..•+••••.•;}�/ °%;., r� 10d nails 3" 3 • Round holes onl e•" ,` /.-f j 0 � BEARING AT 12" side so they fall halfway between y :f®' st�� " 1`' j�.t • No holes in headers or beams in lank orientation. i COLUMN 2 12d-16d nails 31/" 2'" One side fasteners on the first side. p .., rp;�,•; a�"it.: ,�,/,,,.•„ Screws 33/"or 3Y2" 2 24" Fit 10d nails 3" 312 DO NOT bevel cut joist �~ tP Other Trus Joist® Headers and Beams `� � ;;; �'��;:� 12" Both sides i., 12d-16d nails 31 ' 2(" E2 Rim joint Microllam® LVL B 1,. •.b 4" l beyond inside face of wall. AlO 1 /a' 0 between joists 3 J DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL ': 3Y8"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the -'� t v:'t", `t'` `• '`^''' Screws 2 24" Load must be applied evenly across Y3 depth 5° One side entire beam width.Otherwise,use face ofsupportmember, largest hole(minimum) o,,",,rt f" , `•,„•^ Verily column capacity s, (2) connections for side-loaded beams. R" Y p Y 10d nails 3" 3 One side and beano bearing (per I Do NOT cur,notch or drill � L5 t as indicated in length.See current 4 12d-16d nails(" 3 Ya" 212, (P ply) d o o Illustrexceations and tables.12" Notes to headers or beams L �► R D OCT 2 6 2021 O Weyerhaeuser literature. 5' or 6' Both sides y Screws 2 24 Multiple pieces can be nailed or bolted together to CS 0 0 6 3/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"or 6" Both sides maximum width of 7" .•••• 1 1 Microllam® LVL and Other Trus Joist Beams p 1/s"TJ®Rim Board or 1/a" Parallame PSL Header or Beam Maximum Round -1 s 2 24" O 3Y2" 2 6 3/a'• ® allowed hole zone Depth Hole size One side TimberStrand LSL, Q O A2 middle%span 43/" V O j [=Scrbeow lts 8" 2 24" - 5y" 1%" TM. d 1.3E TimberStrande LSL allowed hole zone d , . (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP 61 L1 7/a-20^ 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone W n (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O O l�- t m B2 • Allowed hole zone suitable for headers and beams with uniform loads only. Q Z BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) LS • Round holes only Q O TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 83 • No holes in cantilevers. • No holes in headers or beams in plank orientation. 1 ® (Load bearing wall above) 1/e"TJ Rim Board or `` ,, 1 ® Joist may be shifted up to 3"if USe B1 Or B2 V �[-. - 1%"TimberStrand LSL. One 10d each x e floor panel edge is supported P B4 g WARNING nail into each flan e g PP intermediate bear s One 8d(0.113"x 2Y") g and span rating is not exceeded. with load beariror O O Q nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally W P1 Plumbing Drop from above • Blocking Bracing Includes: Q (� O nails at an angle at braced/shear 91 O d _ O least 1Y2'from end. End of joists • Hangers • Rim Board • Rim Joists at centerline 3Y2'minimum Also see detail 62 of support L2 I W 1- g� Z COLUMN BASE 13/"minimum end bearing intermediate bearing l Ld- ►UL�� single-family applications 5Y4"may be required H1 !X u- Z for maximum Shear transfer:Connections equivalent capacity o r �� - W to floor panel nailing schedule o-X Rim to TJI®Joist O o DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Y8"TJ®Rim Board, TJI®560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed N N • 1 Additional joist is required if 1/a"TimberStrand® LSL or nail with I Od(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists. Stack only over W (� TJI®110 rim joist: nails,one each side of or if an ratio is exceeded. O �' WARNING NOTES: beams or walls. _ P2 ®. . � P 9 O Exterior Deck One 10d(0.131"x 3")nail TJI joist flange TJI-560 ••• • O LA Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious --3 b' Q into each flange floor joist :•..; •: • : lumber for rim accidents.Observe the followin uidelines: O U_ Structural Q W TJI®210,230,and 360 rim tL INSTALLATION TIPS •••:•: O sheathing board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the g®joists must be completely installed and properly nailed. tt O ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be = d) COLUMN BASE -� One 16d(0.135"X 3y2')nail •subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4"minimt.m bearing into each flange may not be required. O g Top View O' Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O m Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a -t •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-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. 11 of a TJI®joist with web stiffeners 1s 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 { ) Y° extended to a braced end wall. :.:�:.-,• IY"TJ®Rim Board or 11%" for squash blocks or blocking panels, approximately Fasten at each joist with s.The flanges must remain straight within 1/2"from true alignment. 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 •When joists are doubled at non load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or I-JOIST DETAILS grout One 10d 0.128"x 3" nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). of wall or beam ( ) angle to minimize Y J p g P( ) Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of s de of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. ke� 18"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-901, and the Deep Depth Trus Joist TJI JoistInstallationGuide, TJ-9006, which should be referenced for additional information. A - a : TONINW GOMMENTS z 0 ' ' THE AURORA ' ' � RETAIN STORK" WATER 1UNOFF PURSUANT TO CHAPTER 236 z APPROVED AS NOTED OF THE TOWN CODE, o DATE: B.P.# A GUAL I TY NEVI HOME MOi�F-L f5Y tw FEE �: QP,\ COMPLY WITH AL COD O I- NOTIF BUILDING -=-ARTVE:NT AT NEW YORK STATE & FOWN OA515 AT MATTI TUCK, CORP. 765-18C2 8AM TC, w PM FOR THE AS REQUIrRED AND C NDIT FOLLOWING ;�SPEC-K,!,�S: z 1. FOUNDATION - ;VK: R:CUIRED ` ZBA O N FOR POURED CG";CFETE � ., pf 2. ROU3H R PLUMBING TQB AO 3. INSULATION u iTim n 4. FIN A - CONST ",N MUST N.Y.S. DEC, tv BE GOMPLETE F'�. : ':J. # > ALL C NSTRUCT!GN S-',ALL MEET THE }REQUIREMENTS OF THE CODES OF NEW _ G� YCRK TATE. NOT RESPONSIBLE FOR OCCUPANCY( a DESIG OR CONSTRUCTION ERRORS, — USE IS UNLAW _ -- WITHOUT CER 1F12 7 _ � NIGWA OF OCCUPANCY ALL P' U��BIA1 a WASTE � i &WA ER LINES NEED � TE8TINIG'ER COVERING O PLUMBER CERTIFICAT �DN ON LEAD CONTENT BEFORE - - - - ELECTRICAL CERTIFICATE OF OCCUR INC Y INISF ECTION REQUIRED SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. o Tr.0-qS PL CARDIN S rEOUInED Must provide Manuals — D, J and S as per --- NYS Ener l;"y Code - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - -FINI5HED5EGONDFLOOR �RpN,ot,PUNNTILSURVEY, -- - - -- -- - OF FOUN CATION LOCATION cll I`,P NAS B' PROVED. Blower door 1 exterior lighting and ductwOrl: Z � in tailed,replaced or ulred. — repaired shall confOrm testing req OLo L m 1ItO to LU of one UJ Z T -1 tu 0 ElEl 0 000 < 0 Loo TSL z � U — (�) Z - - _ _ - - - - - -- -- - - - - - - - - U- 0 Wz FINISHED FIRST FLOOR 1RFLOOR �� sf 45EG�NDF OR I�2 ta 200 sf / m � < = GARAGE 552 sf IL ■ ® < . iv BASEMENT 1,226 sf �/ N�O <Q El ® ® ® ® PORCH 241 9f La FiN15HED GRADE Q (� TOTAL LIVING SPACE 2,41'1 sf' I I I I I i I I I I i I I I I i y � I I I I I I ( I I I I I CONDITIONED FLOOR AREA 5045 sf' X _ _ (INCLUDES BASEMENT) I I — _ _ _ _ _ _ _ _ — — — — — — — INFILTRATION VOLUME 51,200 cf' — (INCLUDES ATTIC 4 BASEMENT) I I I — I I I I I I I I - - - - - I — � 3 - - - - - -__- - - - - - - -- - - -I-- - - �sJ - - - - - -L-- - - - - - — �--,■■ x � IN1� —X TO �IzANINC5 DRAWING No. ` . r i;;S �,J ,J COVER 4 ELEVATIONS A-I FOUNDATION PLAN A-2 FIRST FLOOR PLAN A-3 ,�E;.e.Y! E„�,.�,•.�•,,�• 1=iZONTLVTI ON 2nd FLOOR PLAN A-4 `'° •. �^ "" WALL BRACING 4 ROOF PLAN A-5 SCALE: 1/4" = 1 ft SECTIONS 4 DETAILS A-6 DEI IVERED FEB 1 9 2021 NOTES A-7 TJI-DETAILS A-8 D tL � r O p Q � 1 r 0p OL f- cio o V) 12 NO z -15.25 O d ILIL L� Ov < ~ O � 0 P P " FO-1 ❑ ■ ■ Q � � < 12 3: Q -�5.25 OL -- ---------- ------------ ------- ---------------------------- --------------- --------------------------- ------ ------------ ------ ------ -------------- -------- - ------------ Q V I/ N ----------- -SIS- V UJ � P- ow O � IL ILo ------------ ---- — -------------------------- --- ---- ------------ ------ ------------ ------ ----- ------------------------ — ---- -------- m DATE: FEBRUARY 2021 COVER 4 5II7F— ELEVATION REAR ELEVATION 5117E ELEVATION ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: I/8" = I ft DRAWING NUMBER A - 1 A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Q 3 [Rg05.2.6] O 7'-4° 24-4" No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] V 14'-8 I/4" '7'-5 I/2" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED 2x8 UG315P.T. LEDGER BITUMEN IGE SHIELD BARRIER [RG05.1.2] Z V 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES O _ _ _ _ _ 36" IN51DE EXTERIOR HALL LINE FOR > 8:12 SLOPES V 1/2"d) x 4' QALY. LAG 5G1?EW5 AT 16" O.G. rLA X q) STAGGERED [R507.q] P.G. TG 1/2" STRUCTURAL PANEL SHEATHING(2)-2x10_ P,T. GD [Rb03.2] 10 _ BASEMENT ENTRANCE STAIRS " REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION R_ I 8tu It -I I- I #4 REBAR AT 12" ON-CENTER EACH WAY Ijjtu It 0 STANDARD HOOK AND LAP INTO 16"PEGKx 8" P.G. ABOVE �p FOOTING. 2" MIN REBAR COVER 50LID WOOD BLOCKING z Om cv 4 O N O (V - - - I - - _ I CEILING JOIST Q � - - p 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F 3 2 SL 5024-- - - -1 DRIP EDGE [8905.2.8.5] � (V Ix8 WOOD FASCIA #k _ 1/2" GYPSUM HALLBOARD 1 I 11 II T i I SOFFIT VENT 1z I i I 7'�.fe R = DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID [- - - - - - - - - - - - - - - MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] i , INSULATION TO HOOD FRAMING PER 1 MANUFACTURER'S INSTRUCTIONS FOR HIGH-HIND EMERGENGY ESCAPE 8 RESCUE OPENING ( - - - - 3 ' H ND I [ 11.7 8] ' ' SUCTION LOAD (AS AND TO EXPOSURE BSIST A MINIMUM )IOR 40 sf f GAS HATER HEATER v [R310] I I AND STEPS _ i (EXPOSURE G). p A. 0. SMITH o I GPVT 50 200 J CAPACITY = 50 gal BA5EMENT 3068 I I <- ON 10 RISERS I 11 �t 4" P.G. SLAB I DRYHELL O I uA O I 4'-51, _1 in I p PLASTIC HOU5EHRAP INSTALLED OVER FOAM NOTE: _ _ _ I INSULATION. INSTALL AND TAPE ALL SEAMS PER L- - N I - I 2x4 HALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] HOLDDOWNS ARE 3-I/2"N 5TL COLUMN I 23'-8" I I R-15 UNPAGED FIBERGLASS BATT INSULATION O NOT REQUIRED FOR b"x10"xl/2" TOP PLATE I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) - -1 8"x8"x1/2" BASE PLATE I I I I/2" GYPSUM HALLBOARD RIGID FOAM INSULATION. INSTALL USING TH15 PROJEGT. ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I GAP-HEAD NAILS WITH A MINIMUM 3/4" (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH HAY R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) (TYPICAL-4) I I I I (ALSO AT RIM JOIST IN SECOND I6 O.G. FIELD. _ _ _ I/2" STRUCTURAL PANEL SHEATHING 7'-2„ F 7'-4" F - - 7'_2'. [- - - 7'_2„ (- 7'-2" I I I I FLOOR PLATFORM - NOT SHORN) _ - - x ---- I 3/4 STRUCTURAL PANEL SUBFLOOR � 2 SOLE PLATE o I I I I m 2x BANDJ015T - J L _ J L _ _ J BEAM POCKET m I I NI (TYP-2) I ( I I 2x6 PRESERVATIVE TREATED SILL [UG2] FLOOR JOISTS -- -- -- -- I COPPER TERMITE SHIELD I i (3)-2x10 FL HDR - i(5)-2x10 FL HDR UNEXGAVATED I I I I I I OVER SILL SEAL ' EXTEND SIDING TO WITHIN 12" OF FINAL 3-1/2"(P 5TL COLUMN 1 ® o I I N I I N WOOD SILL PLATE TO FOUNDATION ANGHORAGE GRADE FOR HISTORIC DISTRICTS 1 41 4.5 xl0 xl/2 TOP PLATE 0. I _ ly = I i I I [R403.1.6] �- 0 8x8 xl/2 BASE PLATEtt I O MINIMUM)2 dia. ANCHOR BOLTS SPACED NOT ON 2'-O"x2'-O"xl0" I -- I m I t I I I I GREATER THAN 6 FEET ON-CENTER EMBEDDED ((� DEEP P.G. FTG. -; 1 (2)-2x10 I - I u I I ( I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE �J Q I FL HDR I I I CELLS OF CONCRETE MASONRY UNITS. THE Z 3-1/2"4' 5TL GOLUMN O I tp p I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ U_ 4.5"x7"xl/2" TOP PLATE x I x I I ( I OF THE WIDTH OF THE PLATE. A NUT AND (� OG I O 8"x8"xl/2" BASE PLATE I I Q N I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR I I I x ON 2'-O"x2'-O"xlO" : I I I I BOLT. THERE SHALL BE NOT FEWER THAN THOBOLTS PEP, PLATE m 1- LT 3°24 UPLIFT 5L I I I I DEEP P.G. FTG. 286$ I I TRAP�NDIER POSLL T TO ROOF I I LOCATED NOT MORE THAN 112�ING1HE5TH 00RNE BLE55 z �- p_j N w I� W m Q BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH lL 0 Z Z DECK LATERAL CONNECTION [R507.q.2] I I I END OF THE PLATE SECTION. WALLS 24 INCHES 13-4 I I I °o� w� `SU_ �V p -1w SIMP50N DTT2 1 ( I TOTAL LENGTH OR SHORTER SHALL HAVE NOT p! Ul Q o z m Z INSTALL IAw MANUFACTURER'S SPECIFICATIONS I _ _ _ _ _ - - _ I I I I FEHER THAN ONE ANCHOR BOLT LOCATED IN THE (T4F � _ 8' P.G. FOUNDATION 5TEMHALL UP4-- 16" I I CENTER THIRD OF THE PLATE SECTION AND w t!1 Ul t in dJ x 8" DEEP CONTINUOUS P.G. FOOTSHALL BE ATTACHED TO ADJACENT HALL Q w aL j lL' Z Q W- - - _ - - DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF La ry v 3 V QW fzp - - _ AT DOOR OPENINGS- - - - - --AT DOOR OPENINGS _ - - - J I TABLE 8602.3(1). to a�j v-- R-11 BASEMENT HALL BLANKET INSULATION +� O_ DECK I _(2)-2x10 FLUSHABOVE - - - (2)-2x10 FLUSH _ O < - - - - - - - - - - - - �m < �Uoo> �z d0 I L- I P.G. FOUNDATION HALL m� (3 u d) Z-O Q CONTINUOUS HORIZONTAL REINFORGEMENT: ONE No. 4 z O O l-1 _ - - - _ - - - - - - d `� - - - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY r q'-2" 2'-q" 8'-O" `) 2'-q" q'-2" " " 8'-4" 3'-4" AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE HALL Z 1z 7r STORY [TABLE R404.1.2(U] Y O O y N 2x8 [UG35] P.T. LEDGER EXPANSION JOINT r- c0 - •C� p 1/2"(P x 4" GALV. LAG 5GREH5 AT 16" � O.G. STAGGERED [R507.q] (2)_2x10 GDR p (2)-2x10 GDR +_-- -- -- - - 4" P.G. FLOOR SLAB .I_ � POURED GONCRETE FOOTING dam. •ti '+• ON UNDISTURBED 501E 8403.1 ;'� ,�Q' �`�'`.�.,•`y+,, CONTINUOUS UNDER STEMWALL `t P.G. FTG / C.• � , -- 6 MIL POLYETHYLENE FILM Flit •-�/ 0' _; T)OOP I OAL MALL SEOT 101 q'-1 3/4" b'-6 3116" 7'-O" 24'-8"Ak : SCALE: NTS E..�x••':",a^.- 4" MIAVERED FEB 1 0 2021 4"x4" [UC45] PRESERVATIVE TREATED P05T HITH GALV. METAL P05T BASE ANCHOR ON 12%) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q A 24" x 24" x 12" DEEP P.G.FOOTING WITH (2)-#4 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM O T- MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) z O A-b (ENGINEERED DESIGN) j QO � � r Op FOUNIl )AT I ON FLAN °o z O SCALE: 1/4 = 1 ft dj O m o _V O O o� oLL 6 STRUCTURAL DESIGN NOTE v OL LH WINDOW AND DOOR SCHEDULE In accordance with the 2020 RCNY5; structural <<� - v V X Z No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and Xh < -I WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and ,QQ OL girders that: 17- N (f7 N A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13116" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE _ B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.01-29.7 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 Y W 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 p= O E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS IIL L E- F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.01-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 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 �O H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2015 supplement. O I THERMA•TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-L'TES,MAHOGANY,CLEAR GLASS -1 J CAL 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 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Nal 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 N/A CHECK UNIT K SOLID PANEL 20-MINUTE F RE-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 120 sfl 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 ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DEVeN." A - 2 A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 'T-10-l0 1/2" Io'-6 1/21, O GODS OF NEW YORK STATE v R101.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 E00GNY5. Both RE-Scher k N.5. PROVIDE RESERVED SPAGE IN SERVICE PANEL To GORE Z Department of Energ and REM/Rate (Norelco) computer ye software was utilitze to demonstrate compliance. All FOR FUTURE 50L R ELECTRIC INSTALLATION [TI03.q] 0 WOOD STEPS mandatory provisions of the 2020 EGGGNYS - Residential v r' ATTIC PATH Y FOR SOLAR ELEGTRIG [TI03.8] Provisions are in force. INSTALL 2"0 VE TIGAL SCHEDULE SO PVC, CONDUIT r% RI0522 WRITTEN 5TATEMENT, To the best of my knowledge, WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY FLUG5 0 belief and professional judgement,these plans comply with the !L CLOSED-DELL SPF J ABOVE OR OAFS AT EACH TERMINUS [E3802.3.2]. Q Energy Code. Furthermore,as a RE certified rater (LD. WW W J No. 2(91434`7), I t i / certify that these plans comply with the Home <�Q Energy Rating System (HERS) program. A signed certification F- t�T z � - of compliance with the HERS program (NERC,) will be submitted w PIG 8E - �� of the constructed building to demonstrate complione. N Q 1U - I z (3)-3°5° 6°68 = I N GYPSUM BOARD z --- -- 1 1 L 8301.1 CLIMATE ZONE: 4A 5uffolk,NY Q w-- (2)-I.?5x11.25 LVL HDR (2)-1.'75x11.25 LVL HDR __ __T J ® L---__- N J w - I --- --- I CONTINUOUS BEAD OF w rA U (ENGINEERED DE516N) (ENGINEERED DE516N) 1 N I DW I I < SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 V Q Q = L - --1J ________� - Simulated Performance Alternative,and the provisions of v j J r 1 +�- .,-" \ GYPSUM BOARD Sections R401 through R404 labe led "Mandatory." Q Q QD Mandatory requirements: z J N AIDE KITCHEN I „ # R40(.3 CERTIFICATE: Builder to post per Code. p [81006] m 1 i ------36 GUARD [8312.11 ---- CONTINUOUS BEAD OF R402.4.I THERMAL ENVELOPE. To be tested d verified to 3 23'-4 __ -- ---------- m _________-- 1 r 3 " H ND I [ 11.'18] - w SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. -_ O R402.4.2 FIREPLAGE5: Factory built with UL 12.7 doors. O K I i O - R402.4.3 FENESTRATION: See window/door schedule I 'I CONTINUOUS MINIMAL z 0 FAMILY ROOM BREAKFAST o '' ' o lu J1_ j EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and _ I`� I 4'-4" O Q I Qp BA EM NT EN GE O UNIT PERIMETER hot water heating appliances to be direct vent with both O X}gip �p - <- O N - Intake and exhaust pipes Installed continuous to the ! O ---- ----------- 1 _ l: UL 127 LISTED AND H i- WINDOW UNIT outside. $P- LABELED 36" R402.4.5 REGE5SED LIGHTING, IG-rated and labeled as 0 FACTORY-BUILT NOTE: q'-O" GEILIN6 HEIGHT O 0 I= I U havingan air leakage rate of not greater than 2.0 cfm Q THROUGHOUT FIRST STORY O O O I I per de. g g tY FIREPLACE [81004] I I ELEC. PANEL p 25 cfm CONT. _ R4025 MAX. U-FACTOR 4 5FiGC, See window schedule. TO ERV I 1 R403.1 GONTROL5: See plans for thermostat Information. Prol TECHNOLOGIES N I 1 I MODEL T705 �Y [MI505.4] 8403.3.2 DUCT SEALING: All duct joints shall be _ in mechanically fastened and sealed with duct mastic PROGRAMMABLE 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 c --�- i ) UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LVL FLUSH (37' LONG) I q P (2)-2x10 HDR rJ I e INTERIOR GARAGE WALLS: R403.3.5 BUILDING CAVITIES: Framing cavities shall not be I e -'""� used as ducts or plenums. 6'-6" ll'-4" REF i -- J o R-15 BATT INSULATION s /- 8403.4 MECHANICAL SYSTEM PIPING IN51JLATION: Insulate 4x4 POST 1 ki GYPSUM BOARD 1- I mechanical system piping carrying hot water to on p 36" GUARD [R3I2.1] O 11-1 R-value of not less than R-3. + - -- - - ___ - -- -- -- - -- Q GARAGE CEILING: 84035.1 HEATED SERVICE HOT WATER(SHIN CIRCULATION N 247Q ° PDR 3'-0" LOAD BEARING ALL -7 Y2" GYPSUM BOARD SY5TEM, Not in project. _ 4x4 POST 1 HEAT DETECTOR U [TABLE 8302.61 JI, CONTINUOUS BEAD OF R403.6 MECHANICAL VENTILATION: ERV continuous O N 36" RAILING O 1z SEALANT ventilation system specified In the plans exceeds the m N-� I " F 4 cv U to R R) I 4-6 4 6 q'-2 i minimum efficacy of 1.2 cfm/watt. 4x4 P05T K R403.7 HVAC EQUIPMENT: 51zed In accordance with AGCA Manua) J and Manual 5. SELF-CLOSING 20-min GYPSUM BOARD R403.8 MULTIPLE DWELLIN6 SYSTEMS: Not applicable I 36" GUARD [8312.1] I z 20 cfm CONT. TO ERV 287° F.R. DOOR[8302.5.1] '-� R403A SNOW MELT: Not in project. i 7'-6" 3'-2" N G - __ -- -- R405.10 - dJ p [MI505.4] R403.10 POOLS AN SPAS, Not In project. in o cv s2 -- -- -- -- -- CONTINUOUS BEAD OF R403.11 PORTABLE 5PA5, Not In project.ect. ' + I 2¢7 m (3)-1.75 x 14 LVL DROP HDR ADHESIVE 8404 LIGHTING: Builder to install high-efficiency lamps In at m ( 1z o 2' O" 2'-6" (ENGINEERED DESIGN) least clO% of permanently Installed fixtures. Q 1 A - CL m CONTINUOUS BEAD OF 0 1 GARAGE �1 SEALANT 8405 51MULATED PERFORMANCE ALTERNATIVE: This method was J �-7 DOUBLE I-7 CJ C0 Q 5" P.G. SLAB .i used to show compliance with the Energy Gode. REM/Rote , 1,L FL HDR tL ® ® 0 _+ PITCHED TO DOOR o software was used to model the building performace, - see I_ } I> SMOKE s G.O. 1z LA _ V (� i --------- -"- -- 2020 IEGG Energy Cost Compliance report provided with 1� J IJ DETECTOR (TYP) _ D GROOM Ips• 2 CLOSED-CELL 5PF Permit Application. RE5check was used to model the building O v 1x LIVING ROOM _ 4 Q performance based on national standards - see REGcheck I't Int - r-------- -----------� -------- _ ' I x x FOYER v Compliance Gertificote, and Inspection Checklist provided with _ Permit Application. HAZARD GI� ZING [8308.4] 4 I I I � - -- - -- --- ---- 1� (� 14'-O" I I I cv I � I LU 4 I I i i i i 4" V W m l� 24'-O"I I v Z !U Z CONTINUOUS BEAD OF d� SEALANT Z W - 1 I I I V I �J < � � Z_ GYPSUM BOARD I 0 (2)-2x12 HDR R.A.G. i O I I O I W LU 0 Z 1U QL it = cv 30-70/(2)-10-7 5L 1 I I (2)-2x12 HDR -- I 1 1 1 W 0 Z 1 tt I (2)-2x12 FOR 1 I 14-1 �` W JU (2)-1.'15 x 14 LVL FL (2)-1.75 x 14 LVL FL `- _----- ---- - -J L- -- -- ---- 4 -�Q CONTINUOUS BEAD OF -----_-- -J nn,, <- SEALANT (2)-5050 4 PORCH (2)-3°5° j 0}C j - 5/4x6 DECKING (v f n ry 0 Q Qn 1 CONTINUOUS MINIMAL Z ' I EXPANDING FOAM AT WINDOW I UNIT PERIMETER 2 q" U 8'-O" 2'-q" `•/ q'-2" O 2'-q" 6'-lo" 10'-O" 7'-6" Z I {NINDOW UNIT (OR TABLE 8402.4.1.1 -2020 in � 4x4 P.T. POST WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) A i� INSTALLATION (3)-2x12 HDR (ENGINEERED DE510N) (3)-2x12 HDR 1I i INSULATION INSTALLATION IS--- -- �- -- -- - -- -- --�--- -- -®- -- -- COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the �a•••�*a••, 1 building envelope. +' CONTINUOUS MINIMAL WOOD STEPS �� Air-perm eable Insulation shall not be used as .. +" EXPANDING FOAM AT WINDOW General requirements The exteriorthermal envelope contains a ;:.r�r„ +�"••••« ',f- >.', , j UNIT PERIMETER continuous air barrier. gRt•Rr� 1 a sealin material. .r a Breaks or'oints in the air barrier shall be sealed. 15'-2" 7'-O" 15'-2" 24'-4" c,•,`` �` / e ' .,.. The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air �I barrier shall be sealed. The insulation in any dropped ceiling/soffit Ceiling/attic I shall be aligned with the air barrier. I.� c :• t,,;" t, ;�, „ �+ CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall ,1r, . ,� t SEALANT doors to unconditioned attics aces shall be sealed. y �•,, -� Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling C": • _ ^", sealed. the cavity with a material having a thermal A ,�U��ED FEB 1 Q 2Q21 i resistance of R-3 per inch minimum. GYPSUM BOARD Walls The junction of the top plate and the top of exterior FIRST FLOOR PLAN walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air barrier. Q CONTINUOU5 BEAD OF The space between window/doorjambs and SEALANT Windows,skylights and doors Q framing,and sh li hts and framingshall be sealed. � 0 Rim Joists Rim-joists shall include the air barrier. Rim joists shall be insulated. 0 Floor framing cavity insulation shall be --- installed to maintain permanent contact with 2" CLOSED-CELL 5PF the underside of subfloor decking. Alternatively,floor framing cavity insulation 0 0 Floors Including cantilevered floors The air bardershall be installed at any exposed shall be in contactwith thetop side of r and floors above garages. edge of Insulation. I m _-------- sheathing or continuous Insulation installed O Z �p „,,,,,,,, on the underside of floor fram ing; and Q 3 extending from the bottom to the top of all - perim eter floor framingmembers. m �- n' Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided Y CONTINUOUS SILL SEALER Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be -� FULL WIDTH of 51LL overlapping joints taped. permanentlyattached to the walls. Duct shafts,utility penetrations,and flue shafts O Shafts,penetrations opening to exterior or unconditioned spaces hall be FOUNDATION WALL sealed. N Q WO Batts to be installed in narrow cavities shall w O be cut to fit or narrow cavities shall be filled � IK O Narrow cavities with Insulation that an installation readily - V (� CONCRETE SLAB IN- Garage < Z shall b provided between the conforms to the available cavi space. Air e d e gars STRUCTURAL DESIGN NOTE ; Garage separation 'i t � and conditioned spaces. Z Recessed lightfixtures Installed In the building Recessed tight 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 engineered wood steel and _ ' „ i surface. and IC rated g -� r. steel/wood composite columns beams headers and f� In exteriorwalis, batt insulation shall be cut h , OL neatly to fit around wiring and plumbing or girders that: Ir- OI ,,'; ` ' `, �% Plumbing and wiring Insulation that on installation,readily /'.'/�',:;;j conforms to available space,shall extend U (� �`� ' �� �� �'" I) resist ravit loads, and behind piping and widn g y _W The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs J U- Shower/tub on extedorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained In the prescriptive design p W O shower or tub. provisions of the 2020 RGNYS IL The air barrier shall be installed behind electrical W NOTE: IT 15 THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 0 CONTINUOUS AiR BARRIER ALIGNED WITH THE boxes shall be Installed. THERMAL ENVELOPE. THI5 DETAIL 5HOW5 HVAC supply and return register boots that were designed in accordance with iO TYPIGAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed ANSI/AWG NDS-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boat. Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN,SUCH AS Where required to be sealed,concealed tire that: CANTILEVERS AND 5TAIRWELL5, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A SIMILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOGATION5. volds between fire sprinkler cover plates and walls I) resist wind loads, and orceilin s.. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNY!i PLAN AIR ere e designed in accordance, with ASCE 1-16 wind SCALE. 3/44" =cprovisions and acceptable engineering practice. DRAWING NUMBER SC . I fft t11�C� DETAILS AIR fit 5��1.-I NCS 1�lOT�s w where such elements occur In the plans, they are A == 5 annotated "ENGINEERED DEVON." m Z O �- A V A-6 i-------------------- --------------------- I I i-------------------- Z 8'4" 8'-O" i 7'-2" i 2'-6" 6'-1011 4'-411 z r u� A A O O iLj 0W 5020 O 4 ° _ < Z 3°5° 30''0 9'-8" N AW INC PIG RE d - 4" O r 411 O < O u� UN M BATH TRANSOM m 8'-O" G Ht BEDROOM 3 BEDROOM 4 x — F-- -- 8'-0" G Ht 8'-O" G Ht O D r O -e- �I N N O �— — —� O F ---- HVAG EQUIPMENT IN ATTIC / x\ a 20TO ERV cfm NT WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELI46UHO7OXE36B Imo- - -y _ ~ MI50R4] 20 cfm CONCc. LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 = [ Pro I TECHNOLOGIES - N =V-0, TO ERV �p -------- -------------------------------INSTALL ERa/UNIT-IN COND4TaONED ATfIG. HEATING GAP: 64,000 Btuh;AFUE = 96.1 i I BATH [MI505.4] --1 DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. S MODEL 7705 in v INDOOR GOIL: LENNOX GH35-305+TDR L------ PROGRAMMABLE �THERMOSTAT G x OOUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 203374690 5 � HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROLCOOLING GAP: 34,800 Btuh;SEER = 15.10 2610 2610 2¢7° 3'-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAW MANUFACTURER'S SPECIFICATIONS _ OAR STALE AIR TO OUTSIDE AND FRESH ,SIR FROM OUTSIDE: 6" dla. DUCTS SMOKE d G.O. 1 I-8 1 811 CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 HALL C� 0DETEGTOR (TYP) O IA.G.R�TURNI 2°7° N 241° FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT 6'-6" I'-O"le 10'-O" HALF WALL m L � i6 2`F7o STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. = O (2)-2x10 HDR -- - LIN IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL I&N48 Q _(2)_1.75x9.25 LVL FLUSH ------------------------- ALL DUCTS INSULATED TO R-4.2 I -- - _ ---- --- - -- ------ -- -- O 3°5° (ENGINEERED DESIGi� �t BI-FOLDHALL SYSTEM TO BE SET AND SALANGEDO CONTINUOUSLY PROVIDE [MI505.4.4]: m H ND I BEARING ® - m 261° / m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -> "I RYER WASHER I /x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 36 H ND I [F3113.8>1 3'-2" 4'-6" DRYER EXHAUST • I 2¢7Q 411 411 [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILINS N m O O DOUBLE FRAME Q p OPENING �- E-m_ Q �N� 0 L - I I ,n O Q- ry o N 411 N BEDROOM 2 GL '. W.I.G. 241 MASTER BEDROOM i Z V 8'-O" G Ht S'-O" G Ht I D- 4" 141_011 21_211 51_611 411 14'-0" (2)_1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END Z Z d d� Z W (ENGINEERED DESIGN) (ENGINEERED DESIGN) i m — — -a O W 2x8 GJ AT 16' o.c. _ 2x8 GJ AT 16" o.c. Q )- < F Q E (2)-2x10 HDR (2)-2x10 HDR _ I !K Z O Z OL Z LEBETVH4EEN __ __ - WOSED-CELL SPF RAFTERS I jy J 0 O � Q (2)-3050 O (2)-3050 � <Q QW > Q� '�o < 21_/1, —11_2121_/}1p1_p11 2'_/1 c11_21 21 /-11 ZQoL � < � Z I I I I I I I I I -----------------------� I I 4eo 1 II • ` F 37-4 r, ���"war C♦.e� �'+, • T�• r"� ems. .", .. • C <e�;�C3�„' ,�,� a- Wil"* sd'..�') an G. g"t .F•�. e fjr... 5R,>eY,•neo•' 'M- IVERED FEB 1 0 2021 SEGONrl ) FLOOR PLAN 0 SCALE: 1/4" = 1 ft O p r Op O I� -m °o.3 O � d � vm O O < O � Z W IL SOLAR-READY CERTIFICATE O Y JU < Z This home has STRUCTURAL DESIGN NOTE W p a Incorporated features at Z the time of initial In accordance with the 2020 RGNYS; structural Q d �— construction to enable the o o elements such as engineered wood, steel and X < Installation of solar steel/wood composite columns, beams, headers and Q OL electric. girders that: t- ts) N The solar-ready roof zone is shown on this I) resist gravity loads, and v w GO U Li UIT construction plan excerpt GO UIT 2) are not contained In the prescriptive design O W O and Is free of IL obstructions that would provisions of the 2020 RGNYSLL limit placement of solar were designed in accordance with O panels. ANSI/AWG NDS-2018 with 2015 supplement. O m �L Plastic conduit for future � � o Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof mounted solar panels. were designed in accordance with ASCE' 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 4 CONTRACTOR TO AFFIX ABO�/E CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] m 5OLAR-READY ZONE [TIO3.3] PROVIDES 36" WIDE AGGE55 PATHWAY5 FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL z REMAIN CLEAR OF OBSTRUCTIONS SUCH AS O BWL f3 BWL A VENTS, ETC. [TI03.4] iROOF LINE I ' �24 __JH + TABLE R802.5.2 RAFTER/CEILING JOIST HEEL O fY o JOINT CONNECTIONSa, LL n,c,a,e,g p Z }II GROUND SNOW LOAD (Psi W ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] !,' INSTALL 2"(P VERTICAL SCHEDULE 80 PVG 20f 30 O � i ; o RAFTER z II; - CONDUIT THROUGH ALL WALLS TO ATTIC, WITH RAFTER ROOFS an feet I• I ' t , TEMPORARY PLUGS OR GAPS AT EACH TERMINUS SPACING p (feet) IL 9 SLOPE (inches) 12 20 28 36 12 20 28 36 O Required number of 16d common g' nails', per heel joint splices,a,e p O 4&SE55;1�OOF 12 4 6 8 10 4 6 8 11 # l� i X 3:12 16 5 8 10 13 5 8 11 14 - I r l • .-:.:..'4:.;'r..-.� ,: '" s::.�:::W_:: ._-.:.::�:::-:�:..,_...::� --, � \ � j„ i N ,, I 24 7 11 15 19 7 11 16 21 , L.. 8 3 5 6 8 _.-...,.. I 4.12 10 4 6 8 , I , 11 16 4 6 8 i i I_........._. ( .... 24 5 8 1 12 1 15 5 9 1 12 1 16 - _' I , \ P05T DOWN P05T DOWN fjOST DOl��lld /' 12 3 4 5 6 3 4 5 7 v m L'5 x I6 LVL STRUCTURAL % ' I AGGE55 ROOF 5:12 16 3 5 6 8 3 5 7 9 I l m RIDGE $ S i�' N 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5 I ! - C� I.?5 x I6 VL.RID i ( i 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW 12 3 3 4 4 3 3 3 4 ; I I 9:12 16 3 4 4 5 3 3 4 5 --------- YCS 2x10 RIDGE j � I 24 3 4 6 7 3 4 6 7 KI 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 6 For SI: I inch=25.4 mm, 1 foot=304.8 mm, 1 pound per x _-_ - -- square foot=0.0479 kPa. ------- -- BWL 2 I N N a. 40d box nails shall be permitted to be substituted for 16d ,- X ��� x N O common nails. + 2 C!" a AGGE55 ROOF �• �• s �' N z � b. Nailing requirements shall be permitted to be reduced 25 z A 'GESS ROOF /, z _ Q percent if nails are clinched. c. Heel joint connections are not required where the ridge is � supported by$load-bearing wall,header or ridge beam. Nd. Where intermediate support of the rafter is provided by - vertical struts or purlins to a load-bearing wall,the 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. I 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c. tabulated heel joint connection requirements hal co o s 1 be J I ROOF LINE ; WALL LINE permuted to be reduced proportionally to the reduction m span. J/ D_ e. Equivalent nailing patterns are required for ceiling joist m 11-11 OU ROOF u i ? to ceiling joist la slices. z SGO1�I� STOfi�Y �hlL i�'l._ N f. Applies to roof live load of 20 psf or less. � z � W _ Tabulated heel joint connection re uirements assume Z Q dT 43 z fY �- g• j q � - - -i tr O -a w SCALE: 3/16 = I ft Q that ceiling joists or rafter ties are located at the bottom La - d- d O Z of the attic space. Where ceiling joists or rafter ties are i1 lU PORCH ROOF BELOW N located higher in the attic,heel joint connection d Z LU 0-z O w requirements shall be increased by the following factors: fL � n> IX t 00 1� < � mV< Hc/HR Heel Joint Connection Adjustment Factor O Q c Q< 1/3 1.5 p 40 1/4 1.33 ^^ < 1/5 1.25 U II 1/6 1.2 ROOF FLAN N 1/10 or less 1.11 50ALE: 1/4" = 1 ft Q where: BWL E I BWL D BW G Hc-Height of ceiling joists or rafter ties measured vertically 24'-4" _ + above the top of the rafter support walls. eS-,. ; H -Height of roof ridge measured verticallyabove the to of E :�►� O .': +3-4 I/2 3'-O I/2 -� the rafter support walls. tom.0, , - I I i - _ � BWL 3 �i L•. fr„ BRACED WALL PANEL CALCULATIONS _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) _.w _ . .. ... „ Upper Story -„ - - ' Numbered Lettered 0 2021 Wall Lines Wall Lines Comment ��LIVERED FEB 1 Exposure Category 1.00 1.00 Exposure B; 2-Sty --- - --- III 24'-4" I Roof Eave-to-Ridge Height 0.84 0.84 7'-4" r III+ C. ��-;-----: -I ! I I I- -- BNL 4 Wall Height 0.90 0.90 8'-0" O Q 1! l., / r Number of Braced Wall Lines 1.00 1.00 2 o Additional 800 Ib Hold Down 1.00 1.00 N/A O O � r- I Gypsum Board Fastening 1.00 1.00 N/A m �0 Wind Factor Total 0.756 0.756 m lL. O Braced Wall 140 mph Total Bracing � _ZJ Braced Wall Bracing Wind Factor Q m Line Spacing Required Required Length Status r - , �p � ..w.:_..._.e_._- Line Method Total Q�L nilr (ft) Bracing (ft) Bracing Provided (ft) O v r Q f; (( I, 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK - % 2 CS-WSP 30.67 7.13 0.756 5,39 19.00 OK O O _ A CS-WSP 37.00 8.40 0.756 6,35 31.00 OK n/ I < Q ~ �' I I w cV B CS-WSP 37,00 8.40 0,756 6.35 23.00 OK �- i - L)-...._._.. Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE Ld Z Lower story In accordance with the 2020 RGNYS; structural 4 d Dwelling Garage Comment OL elements suc as engineered wood steel and W -1 - - - - Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty (Gar) e h e g F N Roof Eave-to Rid e Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) steel/wood composite columns, beams, headers and Q OL s g g ( g . girders that: �- Wall Height 095 1.00 9'-0" (dwelling); 10'-0" (garage) _ tV Number of Braced Wall Lines 1.00 1.00 2 (dwelling & garage separate calc) 1) resist gravity loads and v W ; • I _ Additional 800 Ib Hold Down 1.00 1.00 N/A - Gypsum Board Fastening 1.00 1.00 N/A -1 Nz 1L 2) are not contained in the prescriptive design O w -- -' Wind Factor Total 0.884 0.760 = BWLS provisions of the 2020 RGNYS U- � O 1 2'-�i" �- 2'-q„ � �I _ I ,,N✓,,. �a were designed in accordance with O - Braced Wall 140 mph Total Bracing m Braced Wall Bracing Wind Factor ANSI/AWG NDS-2018 with 2018 supplement. O Line Spacing Required Required Length Status -i Line Method Total ( Structural elements such as walls and fenestration (ft) Bracing {ft) Bracing Provided (ft) 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 5 CS-WSP 31.67 13,67 0.884 12.08 17.33 OK I) resist wind loads, and a::_..-....__.. _ ...._.......__...__...--.,-.._._ ._......__...___-.._-.........__._ - C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained in the rescri tive design p p g WALL BRACING t D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK FIRST STOi�Y �1�1L �'��1� were designed In accordance with ASCE -r-16 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = i ft where such elements occur in the plans, they are �annotated "ENGINEEREDSI DEGN." 5 m 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3G z (OPTIONAL) ASPHALT ROOFING 5HINGLE5 OVER 15# FELT OVER O 1.15 x I6 LVL 5TRU6TURAL RIDGE Y2° STRUCTURAL PANEL SHEATHING OVER E- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT 16" 0,6. R-3G 6" THICK GLO5ED-CELL SPRAY POLYURETHANE FOAM (5PF) ROOF ----------------------------------------------------------------------------- WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] Z WOOD BLOCKING O I I 2x12 GRO55-RIDGE O - - - - - - - - - - - - I GABLE WALL INSULATION: 12 12 LL - - - - CONTINUOUS R-5 I-INCH RIGID FOAM XP5; FALSE GABLE5.25�- --- _ 5.25 q } I I CAVITY R-13 2 SPF W rn ( FULL-HEIGHT SHEATHING z f(� ----------- --------------------I _____ L_ I BEHIND LEDGER SEALED ATTIC (INDIREGTLY CONDITIONED) v CEILING 2x6 RAFTERS AT 169" O.G. 12 2x8 GJ AT ib" O.G. SOFFIT �� SMOKE $ G.O. 2" SOLID MASTER BATH LAUNDRY }I - - - - - - - - - FAMILY BATH I Ix8 TRIM BOARD 8 DETECTOR IN ATTIC WOOD BLOCKING F N } } I I } ' } I I I } I I SOFFIT VENT - Q Q WG I I I I I I IHC ( j TYPICAL INTERIOR WALL 4" (2)-1.15x14 LVL FL HDR 1/2" GYPSUM LAV. I LAV. I I I I WASHER I I I LAV. 2x4 5TUD5 AT I6' O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH - (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 5-Y2" -I I Y2 NOTE: ALL DUCTS SHALL BE GYPSUM WALLBOARD ON BOTH SIDES TUB I I I I TUB I (2)-2x10 HDR LOCATED IN THE ATTIG, INTERIOR TYPICAL EXTERIOR WALL R-20SECOND STORY WALL CAVITIES 2x4 STUDS AT ib" O.G. Q z AND SECOND FLOOR PLATFORM. SHOWER I I j (2)-2x4 TOP PLATE;2x4 50LE PLATE Q MIN. R-4.2 DUCT INSULATION. 2nd FLOOR ___I_____ I - ----------- --------------------I (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN = O -- -----�- -- ---- R-I5 UNFA6ED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 ------------------ --------------/2" H ---- " " 2" W 3" W 1-1/2° w I VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION �t I-i/2 W I-I/2 WI 311 W2 W 2 W 2 W I 2 W 2' w I I 311 W 2 H G.O. I m OVER 1/2" STRUCTURAL PANEL SHEATHING GS-HSP WOOD FLOORING OVER N : �- 3/4" PLYWOOD 5UBFLOOR 1 G.O. �--- 2 3 H ----------------J (2)-1.'75 x 14 LVL FLUSH HDR u � v -------- --------------------------------------I-- ------------------ - ------------------------------------- CEILING _ _ - - _ _ I --� POHDER I KITCHEN R-13 2 GLOSAED M X157 1 14" TJI-560 FJ AT Ib" O.G. 11 - �� 11 II FF- 14" TJI-560 FJ AT I6" O.G. w ,n 11 z V1 = > > X } (3)-1.-75 x 14 LVL I (2)-1.75 x 14 LVL FLUSH HDR O i_? STAIRS I O I/2" GYPSUM I 1 1 z O BOARD FINISHIm Q1'1 HG I I KIT SINK I LAV. I DH - 1 I LIVING ROOM 4 Z i i i z FAMILY ROOM I I tXl l 11 � ! 1 i ! I 1st FLOOR PLATFORM 1st FLOOR I HOOD FLOORING OVER ----------- ---------- ----------I-- ------------------ ------ -------- ------- ------------------------------- 3/4" PLYWOOD 5UBFLOOR W I 2 H 2 W I 2xIO FLOOR JOI5T5 AT 16" O.G. G.O. W BRIDGI O AT MID5PAN 2 311 W 3 W �� ---------------------------------------------------------------------- ----------------------------------------------------------------------------- I CEILING R-13 2" CLOSED-CELL 5PF AT RIM JOIST STAIR5 r r 411 I - —U F.A.I. BASEMENT (3)-1.-15 x 11.8-75 LVL GDR FINISHED GRADE I J (4)-3/8" LAG 5CREH5 FINISH GRADE (INDIRECTLY CONDITIONED) 0 SILL CONSTRUCTION: 1 SLOPE 6" IN 10' MIN. AWAY FROM BUILDING _ J 2x6 P.T. (U655) SILL ON TERMITE SHIELD _ W ON SILL SEAL HITH 1/2" ANCHOR BOLTS ll \\ / (SEE TYPICAL WALL DETAIL) V IL i I TO APPROVED r N HOUSE TRAP SANITARY SYSTEM 8" POURED CONCRETE FOUNDATION STEM WALL 1/2" GYPSUM Q FULL HEIGHT R-11 BLANKET HALL INSULATION BASEMENT FLOOR I BOARD FINISH iv AS MANUFACTURED BY GERTAINTEED CORP. O -------------------------------- -------------------------------------------------------------------------------------------------� UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING fn 1 1 [R302.1] i ASTM E84 MAX. FLAME SPREAD INDEX 5 25 � � -------------- MINIMUM 3'-0" BELOW GRADE m MAX. SMOKE DEVELOPED INDEX _< 50 lT W Z 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 'i'y ciZ W i�LU1�1�31 N0 i�i SEIt' I� I AOizAM _ _ SCALE: NT5 Q r O z 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING 0. w/(3) #5 REBAR E.W. Q J ^O Q/ O o> Qy 1�. z Q Q R I ITC E TENSION 57RAF: 5E07 1 ON A WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10-d COMMON NAILS AT EACH END OF STRAP ..R4..!lAR.ewq►af.Ytw 1.�.• i. Rr10 ',G�n 0 ,- RAFTER TO 57UD . WRAP STRAP OVER RAFTER ' (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION DSL VERED FEB Q 202E - WHERE RAFTER ALIGNS WITH STUD A q -i r O 2x ROOF RAFTERS AT 16" O.G. O (_ USE 6ALV. HURRICANE TIE BETWEEN O EVERY RAFTER AND THE ROOF BEAM Q � r � -_ 2x CEILING JOISTS AT 16" O.G. LL t- USE (3)-16d NAILS AT RAFTER O O HEEL JOINT CONNECTION 0 z "^ m ROOF BEAM (SEE PLAN FOR SIZE) Q 0 O DI LL STUD TO DI LL STUD : UG3AA55E PRESERVATIVE TREATED d1 m 2x EXTERIOR HALL 1- A55EMBLE WITH 10-d NAILS O � STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH o t- illy (4) 8-d COMMON NAILS AT EACH END OF STRAP S ON SHEET MT530G STRAP-TIE SEE WIND COMPLIANCE PATHWAY NOTE VENTED VINYL SOFFIT Ix8 TRIM BOARD --- EACH RAFTER O O Z o < IL �- UPLIFT CONNEGTION5: 6518 &ALV. COIL STRAP R-30 BATT INSULATION O q ~ O USE (2) AT EACH POST, TOP $ BOTTOM 1-1/4" WIDE 20-GUACE O Y I-- 1L• 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST 51MP50N COIL STRAP GALVANIZED STEEL STRAP � J v < .� ,Q Z PERPENDICULAR TO JOISTS (4)-Bd NAILS AT EACH END EACH 51DE OF WINDOW AND W �_ (2)-8d THREADED NAILS OR DOOR OPENINGS. INSTALL 0 Z (2)-No. 8 WOOD 5GREH5 AT4x4 WOOD COLUMN 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP -�r W v EACH SUPPORTING MEMBER UC5B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD. -1- OL I [R507.-f] REST DIRECTLY ON FLOOR BEAMMINIMUM LENGTH BELOW �- -� FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE Q BOTTOM OF HEADER FLOOR JOISTS U635 PRESERVATIVE TREATED F V 1 N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS S TU F,) TO SILL i=L T GRADELu UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.57 t FF LL WRAP STRAP UNDER SILL PLATE PER CODE 0= ,(6 OSB +f VINYL SOFFIT COMMON NAILS AT EACH END OF STRAP O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T FLOOR JOIST TO WALL: IL ~ O UC313 PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 4 (5)-8d NAILS TO STUD ° ae 2x EXTERIOR WALL ° lO ALTERNATE WHERE FJ/STUD MISALIGNS: PB44 HOT-DIPPED 6ALV. O ° FL P05T BASE ANCHOR OOR JOIST TO PLATES: -1 d °4 51MP50N H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES ° PLATE5 TO STUD: a 12"(P x 6'-0" HIGH P.G. COLUMN HITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ° VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING HITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM SECTIONS t DETAILS H I O H—N I N7) UPLIFT STRAFF I NO TYF I OAL FOROH I7ETA I L DETAIL AT FLOOR DANT I LEVER TENSION STRAP I NO AT NALL OFEN I NO5 DRAWING NUMBER SCALE: NTS SCALE: NT5 SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A - & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL GODE OF NEW YORK STATE RIOI.I UNIFORM CODE+ All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYCRR TABLE R301.2(1) ^ and publications Incorporated by reference therein. z0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �NIND COMPLIANCE PATHWAY NOTES R105.2 BUILDING PERMIT, A building permit shall be issued by the (- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit 0 GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DE51ON WIND 5PEED: OBTAINED FROM - and approved construction documents shall be kept on-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozorcls.otrounc.1l.org FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne HAZARDS p 9 N Weathering Termite TEMP REQUIRED INDEX TEMP o RI06.3 DESIGN PROFESSIONAL+ A Certificate of Authorization Is LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 W '12.5665 � � WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THI5 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amoro 8301 2(5)B PRE-ENGINEERED HOOD GONSTRUGTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F v 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, 4 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 SIGN IN ACCORDANCE for work performance of the builder. The builder shall O Elevation Latitude , lin .' ,�,,, Immediately notify Designer, In writing, If there Is any W heating cooling factor temperature cooling difference COMPONENT AND GLADDINO LOADS [TABLE R301.2(2)] DO NOT „ .. WITH TITLE I4 NYCRR PART 1265 discrepancy found between field conditions and Ian dimensions,es especially with regard to exlstin construction. 80 ft 41° North 150 99%outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] P y 9 9 Z - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-O" roof 8301.2.1 WIND DESIGN: In accordance with Figure R301.2(5)5,wind iy Daily range span, 140 mph, pitch less than 5:12) [TABLE 8802.111 design is not required. This building is designed in 0 difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°FMedium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf 8301.2.12 PROTECTION OF OPENINGS, This building Is not located UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. N AND BOTTOM OF ALL BRACED WALL PANEL5 [8602.3.5]. 83012.4 FLOODPLAIN: This building Is not located in a flood # hazard area. - ILD ' 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 p5f,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z R301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A50E-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b SPACING AND LOCATION NOMINAL MATERIAL a,n 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) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on orches these Tans are nominal sizes. Engineered wood dimensions 4-$d box(21/2" x 0.113"); or 4-8d box(2�" x 0.113");or P 9 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. I Blocking between ceiling joists or rafters to top plate 3-8d common(2 y"x 0.131") Toe nail 21 Joist to sill,top plate or girder 1 „ 3-1Od box (3"x 0.128");or 3-1 Od box(3 x 0.128 ),or Toe nail Staple 15 ga. 1 4 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALL5+ All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails t 1 X projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resl5tance rated. 4-8d box(2%"x 0.113");or 8d box(2%"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 4 3 6 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%2"x 0.131")• or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: eypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Perjoist,toe nail 22 roof applications also 19 s Staple 15 and 16 a 2 having a FSI = 15 (req'd max. 200) and a SDI = O (req.'s max. 3-IOd 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 complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 X 4 8 8302,10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3"x 0.128"); or 3-8d box(2Y2"x 0.113");or Staple 14 ga.2 4 8 INSULATION: Exposed insulation that Is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162");or Face nail „ „ 2-8d common (2%"x 0.131");or 23 s Staple 15 ga. 137 3 6 concealed spaces having substantial contact with cavity ") 23 1 x 6 subfloor or less to each joist 3-10dbox(3"x 0.128");or Face nail /2 and surfaces shall have a F51 525 and a SDI , 450. See plans 8802.5.1(9)] 4-3"x 0.131 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. g j p ( joint) 2 staples, V crown, 16 ga., 1 4" long Staple 16 ga.2 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock Ceiling joist attached to parallel rafter heel 'tint p 4 [see Sections 8802.3.1 and 8802.3.2 and Table Table 8802.5.1(9) Face nail 3-16d box(3%Z'x 0.135");or Staple 14 ga. 2 X around all of the floor and ceiling 4 g p g planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d common 3 /2 x 0.162 1 where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail 2/ 3 6 3-16d box(3%" x 0.135")• or 1 Staple 15 ga. 2 X 4 8 8302.12 DRAFTSTOPPING: Not needed for this project. . 4-lOd box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) 1 „ At each bearing, face nail 5 Collar tie to rafter, face nail or 1 %4"x 2)ga.ridge strap 3-IOd common(3"x 0.148"); or Face nail each rafter 2-16d common (3 /2 x 0.162) 0.097-0.099 Nail% 4 8 8302.13 FIRE PROTECTION OF FLOORS. Not needed for this to rafter 4-3"x 0.131") 1 „ „ • project under Exception 4. 3-16d common(3 x 0.162 ), or SPACING O FASTENERS 4-1 Od box (3"x 0.128");or DESCRIPTION a°n OF FASTENER AND LENGTH " NOMINAL MATERIAL 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3 2"x 0.135");or 26 Band or rim joist to joist „ ++ End nail THICKNESS Edges Body of panela luminaires shall be IG-rated I/A/W N1102.45 with separation „ x 0.131 nails;or (inches) from Insulation per listing. p Z 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 ),or (inches) - nail on opposite side of each rafter 4-3"x 14 ga. staples, % (inches)) (inches)6" crown n 4-1 Od box(3"x 0.128");or or truss' 8308.4 HAZARDOUS BLAZING LOCATIONS: Tempered glass or OL 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; lm W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W to Z Z 4-16d box(3 %" x 0.135");or 34Od common(3"x 0.148");or Toe nail l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 BARAGE FLOOR SURFACE: oaroge floor shall be 5-Inch ?- Z Z Q W 0 z V 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle V_ O -1 W Z LU Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 7 11 Staple 18 a 1 3 6 R310eEMERGENGY ESCAPE AND RESCUE OPENINGS: Q �ntry doorway. ' )- 4 O O And: p g ., /long,/crown N t finished floorin other than the It is the w ILI IL dl rL to minimum 2 ridge beam „ • 2-20d common(4 x 0.192 ), or I ( g ) builder's responsibility to verify that window units supplied a Z Q z d) O Z 3-16d box(3Y2" x 0.135");or Face nail at ends and at each splice / p h! y pp � � � W 2-16d common(3 72" x 0.162");or 3-1Od box(3"x 0.128");or 1 X long x .121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for W LH > y J End nail " 8 8 emergency escape and rescue openings where required. d J m a0 IY 3-10d box(3"x 0.128"); or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for the finish) Y- < 3-3"x 0.131" nails 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws 8311.7 STAIRWAYS: Interior stairways shall be re-assembled W O O> Q 4-16d box(3,"x 0.135"); or 8 8 wood units. The maximum riser height shall be 8-I/4 Inches and N O d d Wall 3-16d common(3 X"x 0.162")• or (for tile finish) the minimum tread depth shall be 9 inches,plus nosing where Z Ll 28 Ledger strip supporting joists or rafters At each joist or rafter, face nail required. Provide handrails per Code. < 16d common(3 X x 0.162 ) 24 o.c. face nail 4-1Od box(3 x 0.128 ),or Plywood 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or „ 4-3"x 0.131"nails 1 14 ring or screw shank nail-minimum R3I2.1 GUARDS: Walking surfacer more than 30 Inches above Z 16 o.c. face nail „ , 1 5 1 3 6 grade, and Steps leading thereto, shall have guards that 3"x 0.131"nails 2-1Od box 3 x 0.128 or 2-8d common 12/ga. (0.099 ) shank diameter 29 Bridging or blocking to joist ( „ • )'„ Each end,toe nail /4 and/6 conform to Code. 16d box(3Y2"x 0.135");or 2 y x 0.131 or 2-3 x 0.131 nails 2 - Stud to stud and abutting studs at intersecting wall 12 o.c. face nail ( )' Staple 18 ga., /, 16 crown width 2 5 83122 WINDOW FALL PROTECTION: Windows with suis less than 9 3"x 0.131" nails SPACING OF FASTENERS 1�� s is I 1 X ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade corners(at braced wall panels) 132, /: /2 and/ 6 8 shall be protected per Code. 16d common(3%2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12Y2 ga. (0.099")shank diameter 16d common(3 1/2" x 0.162") 16" o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER a°b°` Edges h supports`'` 1 V2 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,..•b.,r,..R 10 Built-up header(2"'to 2" header with y" spacer) (inches) (inches) 19 s 23 3 t ++ 3 6 smoke alarms,carbon monoxide alarms, and heat detection 16d box(3%" x 0.135") 12"o.c.each edge face nail ( ) /2, 8, 12/ga. (0.099 )shank diameter plans. g / /2 and/4 alarms Shall be Installed at all locations shown on the .. f ^..•.. , +: 0. + . Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., I% 6 8 R3I5 CARBON MONOXIDE ALARMS: Install at all locations ;.`, t'�;? «4'°� C�. i 1.0�, '+'J 5-8d box(2Y2" x 113 ,or p > 11 Continuous header to stud 4-8d common(2,V2" x 0)131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] f specified on the lana. Hardboard p p 4-1Od box 3"x 0.128" " " 1 ( ) 6d common(2 x 0.113 )nail f 1/long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified in the plans • ,.;: � , . 30 Y811 -Y211 6 12 o- 16d common 3%"x 0.162" 16"o.c. face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6accoras pressure preservative- treated (P.TJ shall be in 31 1%2"- P 8d common nail 2%"x 0.131 6 12' Staple 18 a.,2 long(plastic coated 3 6 Fasteners shall ance hbe hot-dipped MPA Ul Toh galvanized steele intended use l,stainnlessnd � 12 Top plate to top plate lOd box(3"x 0.128");or 12"o.c. face nail ( ) p g � (p ) g " ' ••'`` �' ' 3"x 0.131"nails lOd common 3"x 0.148" nail' or steel,silicon bronze, copper or I/2 diameter or greater 1 „ ( ) Particleboard Steel bolts. l" P;'i E'• '" xr"°� 32 1/ 1 X I „ „ 6 12 8d(2Y2"x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 FEBn X � 3 8401.4.1 GEOTECHNICAL, Footings and foundations shall rest on r���1vLRC[] u ] U ��2� 8-16d common 3 %" x 0.162" ;or Other wall sheathings Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2000 Face nail on each side is end'tint diameter,or 1 crown staple 16 a. 1 ion 3 6 /s alaegrovel;4 &P- p y g arms value 12-16d box 3%("x 0.135" ,or +� 1 galvanized roofing nail /6 head 6d ring-grooved underla underlayment nail 6 10 ¢ 5 -sand and ravel sand SM and ) � 1 '/2,: g g � �� 3 include 6WI1� GPdegvellland Sand r, that a grovethis l; de 13 Double top plate splice ( )• (minimum id lap splice length 33 72 structural cellulosic fiberboard sheathing p g 1 " g Staple 16 ga., 1 %long,s crown 3 6 gravely M d 5G-silty 12-lOd box(3"x 0.128");or : each side of end joint) ` `� 12-3"x 0.131"nails 3 +: 7 ++ an c ayey sand. Unsuitable subsoil material encountered O 1 /4 galvanized roofing nail, 16 head 1 5 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ -� f 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 %4" long 3 6 4' /s s s with /a" crushed stone to a minimum depth of 6 Inches or AOBE. O p g g Staple 16 ga., 1 /long, /crown 3 6 p F- 16d common(3 1/2"x 0.162") 16"o.c. face nail d 1%2" galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior O m Bottom late to joist,rimjoist,band joist or 35 X gypsum sheathing „ 1 „ 7 7 walls and other vertical concrete work exposed to the t� 14 p ) J 1 X long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. 'y' m �p 16d box 31/2" x 0.135" or weather shall be air entrained stone concrete with a minimum blocking(not at braced wall panels) ( )� 12 o.c. face nail 3"x 0.131"nails 5 „ d 13/4" galvanized roofing nail; staple galvanized, compressive strength of f'c,=3,000 psi at 28 days. Porches, O O 1 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 (� to 3-16d box 3 X"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P : floor slabs shall be air entrained stone concrete with a O z Bottom plate to joist,rim joist,band joist or ( ) Y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3,500 psi at 28 days. O 15 2-16d common(2 y"x 0.162");or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or 8403.1.4.1 FROST PROTECTION: Exterior footings and foundations O m 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e., o a minimum ' 37 %4" and less 8d common(2 X"x 0.131")nail y i t < O >r 4-8d box(21/2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3-o below finished grade. O } O 3-16d box 3%"x 0.135" • or „ _ 8d common(2%"x 0.131")nail; or 6 12 C. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. R404.1.7 BACKFILL: Backfill shall not be placed against ( )� 38 /s 1 1 „ „ 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 7 days. Brace to O O O 4-8d common(2%"x 0.131"); or y � P ,- W - 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. < _ 4-lOd box(3"x 0.128");or lOd common(3"x 0.148")nail;or � (a 4-3"x 0.131"nails 39 1 g" - 1 X" „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O Y w O 16 To or bottom plate to stud 8d deformed(2 X x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber � O IX u- Q Top p the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus -1 V Z 3-16d box(3%" x 0.135");or Y g � E=2.o x l0^6. W �F �' � ` 2-16d common(3 %2"x 0.162");or For SI: I inch=25.4 mm, I foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. LU k O Z End nail W 3-IOd box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall 4 Q E-- 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and beDouglas fir-larch No. 2 or better. Studs shall be a minimum p.. >: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. Q 3-10d box(3"x 0.128"); or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 OL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c 8702.3 BYP5UM BOARD: All Interior walls to be covered with 14" Ul 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise tV 3-3"x 0.131"nails noted on plans. 0 0 ,1n b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v J MINIMUM WOOD MAXIMUM PANEL NAIL W 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„tr R7o3by3 SIDING+ Exterior wall covering shall be vinyl siding tested _V I.L. STRUCTURAL WALL STUD SPACING the manufacturer for use In hi h wind regions and installed I 2-8d common 2/ x 0.131 d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) W 18 1"brace to each stead and late ++( „ . )' or Face nail PANEL SPAN SPACING with fasteners In strict accordance with the manufacturers � p 2-1Od box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 43 Size RATING (inches) g p g Y fasteningvinyl siding on buildings located within 3,000 feet of 2 staples 1 %" p g g g pp (inches) (inches) orches o.c. inches o.c. y g � 's p 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 g 0O 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 R802.I WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0 x 0.113 ) for rafters,trusses, roof beams and telling joists shall be 19 V x 6" sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail g• Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 1 170 1 140 135 Douglas fir-larch No. 2 or better. 2 staples, 1"crown, 3 " 1.75 24/16 /6 R80b ROOF VENTILATION: Soffit vents shall be provided with a p 16 ga. 1 /4 long sheathing shall conform to ASTM C 208. (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xao of the area of the DATE: FEBRUARY 2021 3-8d box 2%"x 0.113" or vented space within the soffit. Attic is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2Y2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. 84052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pP Y g q g• g g p g p � �' � 9 PP 3-1 Od box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with A5TM 0-7158 Glass e p p q Y p p NOTES 3 staples, 1"crown, 16 a., 1 %" ion 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 g g supported by framing members or solid blocking. accordance with the manufacturer's Instructions to achieve 1"x 8"and wider sheathing to each bearing Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 g g Wider than 1 x 8 stainless steel nails when building within 3,000 feet of b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. 1 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. 4-8d box(2Y2"x 0.113 ), or Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%2" x 0.131"); or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY. All combustion air for factory-built 3-1 Od box 3"x 0.128" • or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fire laces shall be provided from the exterior of the dwell) ( )� 3/ 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. in accordance with he UL listing. � A ==7 4 staples, V crown, 16 ga., 1 "long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING 1 Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above(must stack over wall below) 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 31z") Plate nail, ent(0.135 x 3 Yz°) When sheathing thickness exceeds 7/6 2x stud wall at Floor panel nail- /Blocking panel: 1%"TJ&Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center g _ P , 1 „ ® ®• � No load bearing Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2z" at 6"on-center /a TimberStrand LSL or TJI joist. , „ Blocking panel: Web stiffener ( ) wall above an hole In be cut out- 1Y8"TJ&Rim 13oard, 1 a" Plate nail-16d(0.135"x 3Y2") MinQ57 .distance from Table A Min.distance from Table 8 y O anywhere in web out- Blocking panel:required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand& LSL or at 16"on-center* 1Y"TJ&Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cur or notch flange. TJI®joist Floor panel nail- g 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY or TimberStrand® LSL 8d(0.131"x 2Yz")a 1Y"TimberStrand or TJI®joist 4"on-center LSL rim board. Y,6"-, Web stiffeners 6" 11 O •• O g" Z Rim-to-joist Web Stiffeners required � O nail each side atA3._W B1 B1W required on both V Sides of both joist 6" L! 2 x D, D1 Close/ grouped round L 2 x L D • Toe nail-10d(0.131" 1 Y 9 P z 2 z s" 6" Toe nail, Toe nail, 1'/6"TJ&Rim Board(A3/A3W When sheathing ) ends at B4W ONLY No Herd cut minimum holes are permitted if minimum No field cut Do not cut 0 x 3" at 6"on-center holes In the group 10d(0.131"x 3") 10d(0.131 x 3") TJI&rim joist � only)or thickness exceeds 7/6", 12' Web stiffeners required DO NOT (applies to all holes 9 P perimeter noses in Holes larger at 6"on-center at 6"on-center min. End of joists at hatched meets requirements for hatched + " U ' 1Ya"TimberStrand& LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes!n cantilever except knockouts) q than 1/ in I . . For rim board thicker than 1/ centerline zones round or square holes. zones cantilever TJI&rim joist at nm board and B2W ONLY reinforcement q ,. La Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support W Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum at 6"on-center' Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O aj * 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 63 63W with braced/shear walls above or B4 g4W 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(919 nail from side of parallel closure into rim board. walls above or below-Eee detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 A3.4* DEPTH TJI *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 A3.3 *For additional installation specifications see Rim Board W 2' 3 a' 5' sY� 7" e'/" 11" 13' 2" 3' a 5" sY" 7' e'�' 11" 13' r(1 O O Nail through 2x cantilever,wood backer and 110 r-0" r-s" 2'-0" 3'-0^ 5'-0^ r-o" 1--6" 2'-6" 3'-6" 4'-6" N V) Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. e O Details and Installation in Weyerhaeuser Installation Guide 1%"TJ&Rim Board or 1%"TimberStrand& LSL. BlockingTJI®joist web with 2 rows 10d(0.148"x 3") < 1 for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 92" 210 1-0" t'-6" z'-s" 3'-0~ 5'-6" 1'-0~ z'-o" z'-6~ a'-o" s'-o" ( ) panel 230 1'-6" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" F-0" Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3 2")nails with 32"TJI® 360 1'-6" 2'-0'• T-0" 4'-0" s'-0" 1'-6" 2'-6" 3'-6" 5•-0" F-6" (`II with connections equivalent to floor panel joist flange widths. 560 1'-6" 7-6" 3'-6" F-0" T-0" 2'-0" T-0" 4'-0" 5•-6" V-0" 110 1'•0" 1'-0" 1'-6" 2'-0" '-" T-0" 5'-6" 1'-0" 1'-s" 2'0" 2'-6" 4'-6" 5'0" 6'0" # 6'-0"length of TJI&joist 8"diameter maximum hole for 11/6"- 1Y"TJ&Rim Board 1%"TimberStrand& schedule. 210 r-o° 1..6" 2•-0" 2'-0" 3'-0'• 3'-s" s'-o•' r-o" 1--6" 2'-6" 3'-0° s-o•' F-6^ s'-s" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, - ''II '' 4'-0"length of 8"diameter maximum hole for 117/ - block.Use 4'-0"length maximum for blocking panels 9Y2"deep Attach reinforcement to joist 11%' 230 1'-0" r-6" 7-0~ 2'-6" T-0" V-6" 6'-s'• r-0~ 2'-0" 2'-6" T-s" 5'-6" 5'-s" r-0" ILI one each at to and bottom flange. with one 8d(0.131"x 2Y2") 360 r•6" 2'-0" 3'-0" T-6" a'-s" 5'-0" 7'-0" r-6" 2'-6• T-6" 4'-6" 6'-6" 6'-6" r-s" (� 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 117/"TJI& or shorter than 12"long. p g 560 1--6" 7-6" T-0" 4'-0" s-s" s'-0" 8'-0" 2'-6" T-s" 4'-s" s-6" r-0" T-6" 6'-0" 8"diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flan es. Attach reinforcement to Jost nail at each corner F1 a Ices to „ maximum for blocking panels 9/z 1 g Pp tto r-o° r-o° 1'-0° r-o° r-6" 2'-0^ T-0" 5'•6" r-0" 1--0" r-s" 7-0" 3'-6" 4'.0~ 6'-o" 6'-0" Web stiffeners /6 -16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz") Horizontal blocking uniformly 210 1•-0^ 1'-0" t'-o" 1'-s" 2'-0" 2'-s" 3'-6" 6'-0~ 1'-0^ 1'•0" z'-o" z'-s~ a'-o" a•-s^ s'-s" a'-s" Load from above required on both diameter maximum for blocking 1Y6"TJ&Rim Board 1Ya" nail at each corner Do not cut flanges. panels between each loaded joists 1a" 230 r-0" t'-0" r-0" r-6" 2'-6" 7-6" 4'-0" T-o" r-0" r-0" r-0" T-0" 4'-0" F-0" T-0" 9'-0" -^ sides at E1 W ONLY panels 92"deep or shorter than TimberStrand&LSL.Nail with joist. Nail to top plate with only. 360 r-0" 1--0" r-6" 7-6" 3'-6" 4'-0" F-6" 6'-0" r-0" 1--s" 2'-6" a'-o" 6'-0" V-6" 6'-0" 9•-6" u 12"long. 10d 0.131"x 3" nails,one 3 560 1'-0" 1'-0" 7-0" 3'-0" 4'6" 5'-0" s'-6" 9'-0" 1'-6" T-0" 4'-0" 5'-0" T-0" 7'-6" 9'-0" 10'-0• - , Do not cut flanges. ® ( ) 12"length of/4" connections equivalent to backer WoodJ ec \.jl 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" T-6" 6'•6" 8'-0" 11'-0"230 11-01, 1 O 9 1Y"TJ Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer R`a •�e� o� TimberStrand& LSL. Nail with one side at E5, 12"length of 3/' i�d`e ec ca� aa5 is 360 r-o° r-0.1 1'-0" 1--0° z=s° z=6" a's° s-s" s'o" r-o° r-o^ r-s° 3.0" s'-a' s-s° 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 f t X12 ccc` / rein orcemen on one side O i��e �Eo sso r-o" r-o~ r-o" 1--0" z'-s° 3-0" 5'-0" r-6" 10'-0° r-0" z'-o" 3'-0" a'-s• s'-s° r-o° 10'-0" 1r-o° 17-0° � each at top and bottom flange. joist web with 3 rows Full depth vertical at E7,both sides at E8 F1 oa�ec`g�r I 10d(0.148"x3")nails at 6' blocking between a^ 5" s" r' s" 10 12" 15" 17" V S" s•• r• s" to" 12" 15" 17- x reinforcement on-center,clinched.Use 2 each joist 18" 360 1•-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" T-0^ 4'-6" V-0" 10'-0" 2x4 minimum .0 E7 E8 Less than 5" squash blocks to joist flange with 2' c� rows with 9Y2"and 11/ Less than 5" Sso 1--0^ r-o^ r-o" r•o" z'-o" a'-s" r-o~ 1 r-o^ z'-o" 3'-6" q 8d(0.131"x 2/z )nails at 6' a�c� TJ Is joists. * 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-s" 1'-0" 1'-0" t'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 1Y6"TJ Rim Board or 2 c�uR` on-center.When reinforcing E5 E6 /�Ga WEB STIFFENER ATTACHMENT 560 r.0~ 1--0" r-o" r-o" r-o° z'-o° a'-6° s'-o° 1r-6° r-o° r-s° 3'-6" F-o° r-o" t '-6"l13'-0'j14'-6"11s'-o" CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand& LSL. Face grain \ both sides,stagger nails. Y8"minimum transfer load around TJI&joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1.. 23/4"maximum Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O nails,one each at top and O O (1Yz"for TJ Is Nailing: 9 bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI&joist blocking with end Web stiffener both sides. DEPTH 2" 3" 4" 5- 6Y" 7" s%" 11" 13" 2" 3" 4•' S" 6Y2" 7•' 87/^ 11" 13•' blocks installed at Y3 joist-span adhesive t0 all See sizes below. *With point load from above,and no support 116 2'-0" 2'-6" 3'-6" a'-s" 7'-6" t•-6" 2'-6• 3'-6" 5'-6" 6'.6- Flush bearing plate required. Structural exterior sheathinglocations using P pP Hanger height must ® contact surfaces g below,install web stiffener tight to top flange y1 z" 210 2'-0" T-6" 3'-6" S-0" 8'-0" 2'-0" T-0" 4'-0" 6'-s• T-6" Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang Flashing two 8d(0.113"x 2Yz") � Ti ht fit* 230 z'-6" 3'-0" a'-o" 5'-s" s'-6" 2'-o" 3'-s" a'-s" s'-s" 7'-6" be a minimum of60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam, g 9 (gap at bottom flange) ofjoistdepth P P 9 ( 9 p nails Or 360 3'-0" 4'-0" 5'6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" nails when possible. flange with face mount hangers). ac` 1 Web Nailing Requirements 560 T-6" F-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" s'-6" 8'-0" 9'-0" Clinch nails when possible. , Treated 2x_ .,Cj 2z screws, TJI&Joist Series Depth Stiffener lS e Type Number Nails 110 r- " 1--0" 1--6" 2'-6" 4'-0" 4'-6^ 8'-6" ledger X31 �a typical (in.) yp End Intermediate 210 r-o° r-0" 2'-a' 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" •', See fastener „ 1 110 All 5/s"x 25/6"(+) 7-0" 2'-6" T-6" F-0" 5'-6" 10,_0" 1'-0" 2'-6" 3'-6" 5'4" 8'-6" 9'-0" 10'-6" !'~• Ti TJ&Rim Board Of 1/a° Sso 2'-0" T-0" 4'•0" 5'-6" T-0" T-6" 11'-0" T-0" T-s" 5'-0" T-0" 9'-6" 9'-6" 11--0" ' -••"••. .• table below.Maintain 210 All 3/a"x 25/6""' 8d Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/6"(" (0.113"x 22") 3 3 110 r-o^ 1-0" 1-o" r-o" 2'-0" 2-6" 14'-6" s'-6" T-0° 1-0" 6'-0" 2'-6" 1s'-o" 16-0" 19'-0" 17-0^ hanger Option#2: edge of ledger to fastener. 2x_strapping installed at Y 16d 210 r-0" 1--0" r-0" 1'-0" 2-s" T-0" 5-6" 9'-6" V-0" r-0" 2'-0" T-s" V-0~ 7'-0° 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^ 7-0° 3'-s" a'•o" s'-o^ 1a-s^ 1--0^ r-o" z'-s" a'-o" 6'-6- 7-6° 1r-o• 13-s" both sides of web Allowable Load(lbs) „ (0.135"X 3Z ) 360 1'-0" 1'-0" z'-0" T-6" 5'-6" s'-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)01st,typical with single TJI®joist 1Ye"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-s" 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 16d 210 Option#3: 560D 20 2x4'2' 5 5 r-o° r-o" r-o" r-o° r-o" r-o" 3'-s~ s'-o° 10'-0^ r-o° r-o° r-o° r-s° a'-s" s'-s" 10'-0~ 17-s" 16-0• Web stiffeners required if sides of 2"lag bolt 610 480 Direct/ a Iled ceiling 22"(" (0.135"x 32") 6 11 16" 230 r-o" r-0" r-0" 1--0" 1--6" 2'-0" a'-0" 6-6" 11-0" r-o" r-0" r-0" 2'-6" 5'-0~ 6'-0~ 10'-6" 13'-6" 16'-s" hanger do not lateral) support at With top mount hangers,backer block required only Y PP 9 H1 9 Y PP Fit H3 � 24""' 6 13 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" IT-0- least ®. for downward loads exceeding 250 Itis or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 O least/"of TJI joist top flange LA When specified on the layout, one of W 560 r-0" r-o" r-o" r-o" r s~ T.6- r-0" 11'-0" 15'-0" 1'-0" 1-0" T-s" F-6" 9'-0" 10'-0" 14'-6" 16.0^ 18'-0" conditions.For nailing requirements see page 5,TJ• O O (1)PSI or PS2 sheathing,face grain vertical the bracing Options above is required 2 Construction rade or better Al" 5" 6" 7" 8" 10" 12" 15" 17' 4" 5" 6•' 7" 8" HE 15'• 17" 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI&560D Joists Sso 1'-0" t-o" 1'-0" 1'-s" 3'-0" s'-o" 9'-0" 1s 1'-0" 1-s" a'-a' s'-s" 9'-0^ 1s'-s"Roof Framing, TJ-9U01. 18„ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'0" 10-0" 16'-6" 1'-0" 3'•6" 20'0"BEAM DETAILS FASTENING of FLOOR PANELS Sso 1'-0° r-o" r 1-•o" 3' s' 11.0" 1s'-s" 1'-0" 1s'-o° 21--0"Guidelines for Closest On-CenterSpacing perRo® FILLER and BACKER BLOCK SIZES 20 560 1'-0" 1'-0" 1'-0" 19'-6" 20'-6" O TJI (1)(2) Rim Board IV. TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongestside. '1 1 W k) Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® 1 9Y2"or 14"or 18"or 14"or 18"or Leave Ye"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. UJ W to Z BEARING FOR DOOR BEAM TO BEAM BEARING AT Ya"TJ Ri 1Ya 9Z"or 9Y2"or 14"or OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 7 14" r 16" 7 Ilya" ZQ W- BEARING AT WALL 113/8'. 11%,. 11/s'• 16" 20" 16 20'• Tables are based on uniform load tables in current design literature. � � � Z Q/ 8d(0.113"x 2Yz"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+Z" 2x8+�" 2x12+y" Two Two Two -ll lT O Z W lY8"TJ&Rim Board or Strap per code If top plate Detail H2 2x6 2x8 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located -_ 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4' -1 ILI ( ) g sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1 at the center of the joist span provided that no other holes occur In the joist. 1/a"TimberStrand& LEL or is not continuous over Cantilever 2x6 2x10 2x6+%" 2x10+j" 2x6+y" 2x10+2^ P P J O blockingfor lateral support header 16d(0.162"x 3Yi") 6" 6" a a 8" 6" Not z } PI 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams (L W (1)Stagger nails when using 4"on-center spacing and maintain 1 Z"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 O panel edges)for diaphragms.Fastener spacing for TJI 0 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 � - jjj p f to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI s joists. Backer Block(1 1.55E TimberStrand® LSL Headers and Beams CX LU .� p 9 P g g g i S n 3 n 3 n 7 n 7 n Strapper code i Detail F1 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. (or H2) or/ / or/ / or 1"Net 2x6 2x8 2x12 V X- m I)✓ Q (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the �iiF-- Over column Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). (1)Ifnecessary,increase filler and backer block height for face mount hangers and maintain%"gap at top of jolst;see detail W.Filler and backer largest hole(minimum) W ^O Q d 3 block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filter blocks). 1 V e(� ry O Q, hanger Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 Z"(to avoid splitting). Y3 depth Q Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z p hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. '0 O ■Nailing rows must be offset at least Yz'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 Y2")nails if minimum penetration of 1"into the TJI°joist or rim board is achieved. ■Maximum nail spacing for TJI&joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9Ya"-912" 3" Multiple-Member Connections for Top-Loaded Beams a rim board orrimjoist. 8„ 8" 11y"-11%" 3%" TJI®joist framing does not j Fastener Installation Requirements E1 14"-16" 4%" Piece #of Fastener require bridging or mid-span General Notes See illustration for allowed hole zona "4",1s••�•!k"," " blocking • Allowed hole zone suitable for headers and beams with Width Plies Type(l) Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere alongthe member. •'"••" ai sides,stagger fasteners on the second �" ?t ,� .r, 10d nails 3" 3 • Round holes only ts- «q41, hili"` 1 0 BEARING AT 12" side so they fall halfway between Y COLUMN 2 12d-16d nails 3 Y4" 2(2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. dad Screws 3%"or 3Y2" 2 24" H2 10d nails 3" 3'�7 DO NOT bevel cut joist Other Trus Joist® Headers and Beams 12" Both sides AlO Rim board joint 1 (2) beyond inside face of wall. Microllam® LVL B •,,,���i fS• §�` .� �'!•:e• 12d-16d nails 5/4-. 2 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL 1Y;' 33/"or 3Y2" Both sides Screws 2 24" Load must be applied evenly across on beams be and the inside ^ ^ 3 Y LSL hole zone hole zone 2 x diameter of the 1 /a depth face ofsupport member• largest hole(minimum) 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails(" 3" 3(" connections for side-loaded beams. ofes In NOT cut,notch or drill DE IV Q 2i7�� and beam bearing 12" One side L5 length.See current (" 1 (2i (per ply) h except as Indicated Inrs or s '1 O g 4 12d-16d nails 3/4" 2 d o o ° Illustrations and tables. Weyerhaeuser literature. Screws 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 0 0 One side L6 form a header or beam of the required size,up to a TJIO rim joist Microllam® LVL and Other Trus Jolst®Beams 5"or 6" Both sides maximum width of 7" 1 8"TJ&Rim Board or 1%" Parallam@)PSL Header or Beam Maximum Round Q Screws 2 24" O 3!/2" 2 6 Y4" One side A2 L3 1 s „ _ TimberStrand& LSL. allowed hole zone Depth Hole Size O middle/span 4/ 1" O 1-- Y2" Y2"bolts 8" 2 24" - a d 1.3E TimberStrand&LSL allowed hole zone d % 1 (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPr"". 61 L1 7/a"-20" 2" � �COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 IIYL (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. see illustration for Allowed Hole zona O O General Notes t B2 Allowed hole zone suitable for headers and beams with uniform loads only. O Z • Round holes only O O BEAM ON No holes in cantilevers. d1 �. m COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI&Joist B3 • No holes in headers or beams In plank orientation. 1 ® (Load bearing wall above) "V\ v ` / >l-• O 1/e"TJ Rim Board or -ai�- o Joist may be shifted up to 3"if B4 Use 61 or B2 at 9 WARNING O I 1Ya"TimberStrand" LSL. One 10d(0.128"x 3") floor ane/edge is supported P P 9 PP intermediate bearings nail into each flange O O O � Z W One l e (0.113"x rive and span rating is not exceeded. With load bearing Or Joists are unstable until braced laterally 1 !L nail each side.Drive Do not cut joist flanges. nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: 9 least 12"from end, from above T O Q O j • Hangers • Rim Board • Y tL O P1 End of joists • Blocking • Sheathing • Rim Lines 13 at centerline Q 32"minimum of support L2 J V OL COLUMN BASE intermediate bearing Also see detail B2 W Z 1%"inminimum end bearing g a single-family applications 5Ya"may be required T '-- sa V for maximum H1 Shear transfer:Connections equivalent capacity O O ` IL X W to floor panel nailing schedule . u/ - F- & ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building Q OL Rim to TJI Joist . � 1 a"TJ&Rim Board, TJI®560 rim joist:Toe until braced. that are lying flat. materials on unsheathed Q - N :•L;;,'.;� Additional joist is required if O 1Ya"TimberStrand& LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists.Stack only over J TJI&110 rim joist: nails,one each side of or ifs an rating is exceeded. °' •, WARNING NOTES: beams or walls. P 9' Exterior Deck � lU P2 One 10d(0.131"x 3")nail TJI&joist flange TJI&560 : . O LA DO NOTusesawn Lack of proper bracin durin construction can result inserious -1 fl- into each flange floorjoist O Attachment p p g g g j •" •` Structural lumber for rim accidents.Observe the following guidelines: WO= O (Y TJI&210,230,and 360 rim INSTALLATION TIPS °' O board or blocking, 1.All blocking,hangers,rim boards and rimjoists at the endsupports orts of the TJI®joists must be completely installed and properly nailed. IL I' • .°.• sheathing 9. 9 1 PP 1 P Y� P Pe Y O O Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be ELEVATED joist: as it may shrink � COLUMN BASE �--� One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4"minimum bearing into each flange may not be required. o Use only3.Safe bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each m Top View O Safety 9 (minimum) ( ) O Locate rim board joint between joists. Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a J •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. of a TJI&joist(with web stiffeners)is not a substitute concrete 12"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. IV'TJ&Rim Board or 1Y" 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 2iZ")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 See framing Ian If applicable)or flush with inside face Drive nails at an g p ( Pp ) 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. 12"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 TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information.