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Home My WebLink About45950-Z ��o�OS�EfOt y Town of Southold 3/5/2023 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 893 Date: 3/5/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4475 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-62 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 45950 dated 3/18/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch,rear stoop and attached garage as applied for. The certificate is issued to Range Life Mgmt LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0118 8/16/2022 ELECTRICAL CERTIFICATE NO. 45950 11/17/2022 PLUMBERS CERTIFICATION DATED 6/l/2022 C r s Sander A hori ed ignature S�fFot TOWN OF SOUTHOLD �� BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE y SOUTHOLD, NY ra+,� 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#: 45950 Date: 3/18/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#8) At premises located at: 4475 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-62 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/17/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,458.80 CO-NEW DWELLING $50.00 Total: $2,508.80 Building Inspector oF so�ryDlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Range Life Mgmt LLC Address: 4475 Stanley Rd city,Mattituck st: Ny zip: 11952 Building Permit#: 45950 section: 106 Block: 8 Lot: 62 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 65 Ceiling Fixtures 16 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 67 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect Switches 52 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Micro, Hood, DW, Mini Fridge, W/D, 200A Panel Notes: New Two Story Inspector Signature: Date: November 17, 2022 S.Devlin-Cert Electrical Compliance Form F Town Hall Annex Telephone(631)765-1802 54375 Main Roan Fax(631)765- 9502 P.O:Box 1179 G @ Southold,NY 11971-0959 BUILDING DEPARTMENT" 5 TOWN OF SOUTHOLD FEB 0 2 2023 ,® Q E R T:I F I C.A.T I.O.N Dater ova Building Permit No. �A c� Owner: 9— 0 0,J& TVQ SA- f (Pl�e:ase print) � ........Plumber• � ..� -(Please print) I certify that the.solder used in the water supply system'contains less"than 2/10 of 1 lead. (Plumbers Signature) Sworn to before me this day of Lle- 2(?�� ,, t,ttt,►" v;nCe It N _ �.✓l��c:-C . ' �' Nor�yo ' - �f 01pgh� o_/C� y //L7 Notary Public, IR ' I,r�4tIttll►►ttt,` / 1 SOUlyolo # # TOWN OF SOUTHOLD-BUILDING DEPT. cOU765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [i-FnUNDATION 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: -aha_ 6)iv,k�S Zvv� o n vNot h DATE INSPECTOR �O OF sol/T,�°l * # TOWN OF SOUTHOLD BUILDING 'DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST, [ ] ROUGH PLBG. [ OUNDATION-2ND - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . Al�hkdt b45�- DATE 1 NSPECTOR FSO ----------- -- 0 UTyolo f # TOWN OF. SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC . ION , [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR—D K . , I l!i vro%oL DATE a`-� INSPECTOR OF SOUTyo TOWN`OF SOUTHOLD BUILDING DEPT. / 765-1802 INSPECTION, [ ] FOUNDATION 1ST - [ ] ROUGH PL13G. [:. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ` ] FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: DATE l �' INSPECTOR �o,*r4f SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST 64- ROU [ ] 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: > > " tee; DATE ZS ZZ INSPECTOR 4/Z ` pF SOUIy� L5-015-0 Ll Ll # TOWN OF SOUTHOL6 BUI I14G DEPT-� co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. F [ ]' 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: OW, DATE INSPECTOR Of SOUIyo� y Sol w� _/LI * TOWN OF SOUTHOLD BUILDTNaG��DE/PT. �0 • io cou631-765-1802 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: -("1n/br J'-t-i/2Y Q 1.4p,-r DATE INSPECTOR �o hOF SOUTyO� TOWN OF SOUTHOED BUILDING DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [f FINAL b� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL REMARKS: s/ cam-" cwp� � " Wm�� j �Y✓ DATE INSPECTOR SOUTyoI 1 /v l -- - - -- - -- ------------ ---- --- --------- --- -I,� h O V VV ! # BUILDING TOWN OF SO1:ITHOLD BU NG DEPT. �o • io courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE t100 INSPECTOR sufFoc,�c BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cm ce Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # -7 Date �7 2022 Customer Name r Electrician Name Sts q 1to� ec +�� f% Address y `� � ��.� hone L11 b7�t e-mail e-mail )A re Phone License# 418- /t49/ Size _A Phase�_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# 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 days from the date above. Authorized by 5� - - . s y Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro 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 (1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location. Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II 111 Face / Inset Comments/Location REM/Rate= ResidentialErnergy Analysis and Rating Software x16:0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating, 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry_D'Amaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date:2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: . 1 II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Northeast Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Northeast Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., Northwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Northwest Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation: Southwest 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 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ) 5. Window: U:0.30, SHGC:0.30 (41 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: Southwest Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., Southwest), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: Southwest Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Southwest Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Northeast Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Northeast Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: Northeast Comments/Location REM/Rate=Re'sidential-Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features:. Name: W-11 Orientation: Northeast Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., Northwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Northwest Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., Southwest), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Southwest Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: Southwest Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., Southwest), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Southwest Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., Northwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northwest Comments/Location REM/Rate- Residential Energy Analysis and Rating Software.vl6.0,-4, This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspecti®n checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., Southwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W-16 Orientation: Southwest Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., Southwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southwest Comments/Location ,. Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate Residential.Energy Analysis,and'Ratirig Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist ' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: I U. III Face / inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location ( ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II 111 Face / inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 11 III Face / Inset Comments/Location REM/Rate:-i.Residential Energy Analysis and.Rating software.v16.0.4• This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is.air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. REM/Rate-Residential Energy Analysis:and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection checklist - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate.- Residential Energy Analysis.and Rating Software v16.0.,4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Building Name New Home 1000-106-8-62 Owner's Name Oasis at Mattituck, Corp. Property Address 4475 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Oasis_2-R-S Community/Development The Fields at Mattituck-Lot 8 Identifier/Other 420-08 Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Rating/RESNET Information - j Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Rater's ID 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2021-02-22 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_018 Rating Permit Date 03/01/2021 REM/Rate Residential EnergyAnalysis and•Ratirig Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg ner4 i• n •I'nfo•.ma• ions -� Ge al.Bu ld� r t wr f: J, +cw.+.-....o �.-.�.._..ti.....u`.3.�s.w..u. �.e..ws...�..a�_�r..�.......� .-...�....._�...........-.�� •.u..®. ...-.®W..w....-_.'-...e...:L�...`r_ - .....w ra..�� Area of Conditioned. Space(sq ft) 4546 Volume of Conditioned. Space 48830 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A �oundation Wall�lnformation"� ` . t w �° _ � Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 163.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path 77 � - ri 'o � Li Fou date n Wall:Lib a st.` .rY. Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate.- Residential Energy:Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg 4 Foundation Wall`Libra.List:^ ..,-�-_ �_ Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall FSlab Floor Information . :4 _ m _+._ Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1698 7.00 169 169 0 Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Frame'Floor information NameLibrary Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond It garage 18 0.035 Frame Floor Library�List - ~� Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REM%Rate='Res'idential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 14 BuildingSummaryJ Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg .Pram F r�:Li "rte`' Lis -x: �-:,---,-- ,lo b ary, t. • Floor Covering HARDWOOD Note JTD Rim and Band JoistA'nformation:>. _ Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 16.3.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond > garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient .,T.. _ _ - Atiove-Grade Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond > ambient Medium 2773.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 110.00 0.079 cAbove-Gradedl all dbrarjiyUS uu Y�u �- -� Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note JD,Batt+Rigid Foam Above-Grade Wall: R1 5,FG 1,4-16 Information From Quick Fill Screen REM/Rate- Residential Energy Analysis and,Rating Software.v16:0:4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 Building S Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg }Above-Grade Wall Library List Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam WindoW Information Overhang �V Interior _I Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 Northeast 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall1 Northeast 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 Northwes 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 Southwes 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 Southwes 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None None D-6 AGWall1 Southwes 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 None None W-7 AGWall1 Southwes 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REM/Rat6 Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Win doW'Information }. Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 Northeast 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 Northeast 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 Northeast 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 Northeast 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 Northwes 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 Southwes 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 Southwes 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 Southwes 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWalll Northwes 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 Southwes 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 Southwes 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWalt 1 32.0 0.189 4.3 No to garage PCH Garage AGWall 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWall.1 18.0 0.147 5.9 No Attic Access Attic Access AGWall 4 11.5 0.168 5.0 No r -< = Roo f f� o �mation. of r Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1281.00 1540.00 Medium No Sealed 0.035 No No Attic 1 st sty 1139 SPF SA 435.00 459.00 Medium No Sealed 0.035 No No Attic Roof,;Libra�List� ' Ceiling: R-39 SPF SA REM/Rate„Residential Energy Analysis and,Rating Software,v16..0.4 This information does not constitute any warranty of energy costs or savings. 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg RoofLibrary;List ry_..��_._.� • _...�....._�..�...��.._.�,...._.�.._.�.�.....-..._.._.�_��.sa�.v,�._.�_.�.,.�..�_.�...�.. Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD 't REWRate-•Residential1nergy AnalyMs'and Rating Software'v1&0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg M i'- i ��eclianicau E merit- 7777 Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 �Heat:.Prop Furn;64k,9r;%JD � SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 T` m0 x`70/ DHW�� 'ro �:S 5 a`l :P P , a, Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200, AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 �C o `JD'X15°.1-SEER 348K' o C: REW.Rate--Residendal,Energy,Analysis and.Rating Software v,,16.0.4 Thisinformation does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,.Colorado. Page 8 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Aechanjgi Equipment System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 All bath faucets Ft showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.53 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.58 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate Residential-Energy.Analysis and Rating Software,v16.0.4 This information'does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.big a . Duct SystLei ms',__w — __ Name main Conditioned Floor Area(sq ft) 4546.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 920.6 Return Duct Surface Area(sq ft) 341.0 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential-Energy Analysis.and-Rating Software x1,6.0:4 This information does notconstitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg flnfiltration and Mechanical Vent>tlat>lon '�� - .� ."' Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate="Residential Energy Analysis and'•Rating'Software'06:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018. RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg 777777-7 �L.ights and Appliances Rating/RESNEf audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate,-Residential,Energy.Anal ysis.and Rating Software.v1,6.0:4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg 'Wandato Re`` uirements - rY' q IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 509 Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID 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 13 of 14 t Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg s �OE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Actve�Solar j System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-.Residential Energy Analysis,and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 REWRate - Residential Energy Analysis and Rating Software 06.0.4 New York Compliance Certificate. Project Title: New Home 1000-106-8-62 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_018 4475 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 4475 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4475 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5286 Your Home UA 464 Better Than Code (Perf) 7.9% Better Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 REM/Rate Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. e G� REM/Rate - Residential Energy Analysis and Rating-Software v16.0.4 -' New York Compliance Certificate Gross Area Cavity Cont. . Glazing or Door Assembly or Perimeter . R-Value R-Value U-Factor _ UA AG Wall 3: R-18 SPF+Rigid " 375 '13.0 5.0 '22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond - ambient 164 13.0 5.0 0 Joist 2: Cond -> garage 25 13.0 0.0 0 Joist 3: Cond->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, S:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17,11) 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 .1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine Which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current, energy codes specific to the local jurisdiction in which the home is built. Name -Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the REWRate Residential Energy Analysis.and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REM%Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. 21, wrc) , Name-Title Signature Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date:2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis,and Rating Sbftware 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 4475 Stanley Road 631-878-7808 . 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: I II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: I II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Northeast Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Northeast Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., Northwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Northwest Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name:W-4 Orientation: Southwest 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. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: Southwest Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., Southwest), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: Southwest Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Southwest Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC:0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Northeast Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Northeast Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: Northeast Comments/Location REM/Rate: Residential Energy Analysis arid Ratirig Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection - Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: Northeast Comments/Location ( ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., Northwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Northwest Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., Southwest), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Southwest Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: Southwest Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., Southwest), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Southwest Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., Northwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northwest Comments/Location REM/Rate- Residential Energy;Analysis and.Rating,Software V.16.0..4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection Check-list Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., Southwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southwest Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., Southwest), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southwest Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 . Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate- Residential.Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspecti®n,.Checkl;s Property Organization HERS Oasis at Mattituck, Corp. DAmaro.Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] I. Slab: R-0 Paramount (1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate:-Residential.Energy Analysis and.Rating Software y16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. REM/Rate- Residential Energy Analysis and:Rating'Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 EnergyCodep Ins ect;®n Checkl;st Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4475 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_018 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-62 Oasis at Mattituck, Corp. 2021_018 4475 Stanley Rd.P.CC.blg Date: 2/22/2021 Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage —4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq.ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate.-Residential Energy Analysis and Rating_Software x16;0.4. This information does not constitute any warranty.of energy costs or savings. 0.1985-2020 NORESCO, Boulder, Colorado, Page 8 of 8 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-62 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_018 4475 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 4475 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4475 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5286 Your Home UA 464 Better Than Code (Perf) 7.9% Better Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value 'R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4716 237 15.0 0.0 19 REW-Rate-;Residential Energy AhalysisAnd Rating Software'v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v1 6.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter , R-Value R-,Value U-Factor UA AG Wall 3: R-18 SPF+Rigid } 375 ' 13.0 5.0 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond - garage 25 13.0 0.0 0 Joist 3: Cond-> ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 . Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the RENT/Rate-.Residential,.Energy,Analysis and,Rating,Software..v,1.6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v1 6.0.4 New York compliance Certificate 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Jrrv �✓ Clr/� lr'� ' '��-202! Name-Title Signature Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 LIPA Long Island Power Authority 2012 Combustion Safety Testing Form f r In LIPA ENERGY STAR®Homes ® Certified Home Address: 4475 Stanley Road City: Mattitu FEB 0 2 2023 Builder Name: Oasis at Mattituck Corp. Builder Trac ' E4,DINGDEPT Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: January 25, 2023 Outdoors Temp During Test: 38 °F CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.0 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.0 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_ Tvae: Furnace ✓ Boiler_Heat Pump_Other i. z . .Venting Tyne s;; DraftSin Ila�e Sin llape CO CO E tc en Fuel Tyne Circle:: .`'(Pascal)', orstCase aturnl orst`Case atural Rating: N_P v O—E— N V_M_S� Pa. Pass ✓ Fail_ Pass✓ Fail_ 14 PPM 14 PPM Yes ✓ Tvm: Standard Tank ✓ Indirect Tan1dess Size: 50 Style Common Vent❑ Water Heater Primary. No Instantaneous Commercial See Note 5 below (Gallons) ° 91 ( ) ) Stand Alone E tciency S; Fuel Tyne z-' Vent[nQ.Tytie: Drat Sin llaee' Spillage(Natural) CO. CO (Circle Type)" (Pas-01 (Worse'Cdse), (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 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 S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efftciency. If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: January 25, 2023 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 moo REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-62 Report Date 2023-01-25 Data Filename 2021_018 4475 Stanley Rd.C.CC_HERS.big Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 51 Construction Site Owner/Agent Designer/Contractor HERS Rater 4475 Stanley Road Signature Five Loan Trust Oasis at Mattituck;Corp. DAmaro Engineering Mattituck, NY 11952 4475 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 4625 Conditioned Volume(cubic ft) 48830 Insulated Shell Area (sq ft) 8975 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5737 Maximum UA 501 Your Home Energy Cost($/yr) 5060 Your Home UA 472 Better Than Code (Pert) 13.7% Better Than Code (UA) 5.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF** 1281 39.0 0.0 39 Roof 2: R39,FG1,OC-SPF** 435 39.0 0.0 13 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16** 237 15.0 0.0 19 REM/Rate-Residential Energy Analysis and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REWRate - Residential EnergyAnalysis and Rating Software v16.0.4 New York Compliance certificate Gross Area Cavity. Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-16.7 JD OC SPF** 375 11.7 5.0 23 AG Wall 4: R15,FG1,4-16** 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond->garage 25 13.0 0.0 0 Joist 3: Cond -ambient 65 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 DH** 239 0.300 72 Window 2: U:0.30, SHGC 0.28 DR** 82 0.300 25 Window 3: U:0.28, SHGC 0.31 PIC** 64 0.280 18 Door 1: PCH Front Door** 32 0.230 0 Door 2: PCH Garage** 18 0.150 0 Door 4: Fiberglass U-0.17 JD** 18 0.170 0 Door 5: 1-3/8 Wd panel 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-16** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-10ft-pa** 1587 0.0 11.0 86 Wall 2: R-11 Blanket-10ft-pa** .250 0.0 11.0 14 Window 4: U:0.29, SHGC 0.27 CS** 28 0.290 8 Door 3 22 0.220 0 Duct I lation R- lue In ltration tg: 2.34 Clg: 4 AC 50 M hanic Equipment Heading: Fuel-fired air distribution, 43.0,kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 EF. " Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date REWRate-.Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Prr (� ' ml�Y c� I �Z�Z� Name-Title Signat a Date REWRate e Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 NY-ECCC 2020 Certificate 4475 Stanley Road,Mattituck, NY 11952 �Bu��Envelopeelnsulation ` Ceiling R-39.0 Above Grade Walls R-20.0 Foundation Walls R-11.0 Exposed Floor R-30.0 Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1903 Clg: 1903 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM @ 25 Pascals Window DataU-Factor: SHGC`; ; bas _ _ _ .....w.y�_e �..�....�....- -....e.._ Window 0.300 0.270 7777- - _ Mechanical Equipment L HEAT: Fuel-fired air distribution, Propane, 96.6 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Propane, 0.72 EF, 48.0 Gal. r7�.�.... HERS'Index: 51 ..- Builder or Design.Professional�^: � M Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 {I 7 CERTIFICATE 4F INSULATION Jpuaaftun a° For the following home. Lot 8 The Fields at Mattituck; 1000-106-08-62 STREET ADDRESS 4475 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Gell Spray Polyurethane Foam Ratter Bays-6 inches Attic t3o-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39:End-Wall R-13 Knaur Ecobatt 0-15 HQ Walls Kraft-raced 3.5 inches Kraut R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 closed-Call SPF&Intumescent Band,foist-2 inches Other: Garage Ceiling-16 inches Garage Ceiling;2-Layers Knaur Ecobatt R-25 in 2nd floor platform(total:R-50) The undersigned certifies that Knauf Insulation products have been installed in accordance with the Manufacturer's recommended applications for these products. Hunter Insulation INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11 1 CITY STATE Rn Iff 11 14FEB 0 9 2023 SIGNATURE AT BUBLU NG I aDEPT r� Contractor's Submittal Material approved for use in project. '� Kt13� tr4SULr�TION,INC, 4475 Stanley Road,Mattituck �`„L��A .r. °° r One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. tR-A . �.� Shelbyville,IN 46176 Technical Support (317)398-4434 et,8727 �_. �,�� °�Q�� Stl� T�'��• �� !ice!'.�1,�� ;ci-`ii1;Lt1-yt,_n�r_'1 CHECKED JAN 2 3 2023 s�s''°f� °.. '� `��BIGM111111 • U 2020 Knauf Insulatirn, Inc. DATA SHEET Basement Wall InsulationhAfflk�q!ATIHKwith ECOSP Technology LD WE LIVE IN.' DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: Mpg: The Fields at Mattituck- Lot 8 a perforated facing that can be left exposed. It is also available DATE: January 9, 2023 unfaced for non-exposed areas such as crawl spaces. It gives you the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MOREFOR THE WORLD WE LIVE�IN. The perforations in the facing allow moisture to pass through the Knauf Insulation products with ECOSEOD material, reducing the possibility of condensation and ensuringmade using our patentedi bio-based binder-a smarter Technology proper thermal performance. alternative to the . e e o- e- binder APPLICATION traditionallye in fiberglassproducts. e e ., e binder holds,ourproduct ® - product • New construction or for retrofit in existing homes gth unicloe:appearance And makes it formaldo-hyde4ree. SPECIFICATION COMPLIANCE of ourproducts are made from sustainable • ASTM 0665 Such as recycled glass and sand. And proud • Type 11, Class A, Category I I ,• puttirigglass bottles back , • IECC Code for a continuous R-value with a Class A Fire landmis. Our products are'rhade with a rninimurn of o . rating with no further modification recycled glass—totaling an average of 26 million bottles each month. INDOOR AIR QUALITY • EUCEB Certified with COSE Contractor's Submittal Material approved for use in project. 4475 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. R-Value Dimensions Facing ,y :o ,' - 3.5"x 48"x 60' R-11 PSK Perforated (White) 3.5"x 88"x 60' - � FEB 0 2 2023 UD TECHNICAL ON =��nrwe�f=c rr� �► Property(Unit) Test Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. � Plus ThB N JAM, -BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life r Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified L �1 ; I intumescent coating,Plus ThB is applied to spray a f polyurethane foam insulation,achieving the fire performance prescribed. r� ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: gallon drum (208 L),net 45 gallons (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH. 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials _ Overcoat: Water-based with pH of 7-8 Contractor's Sub Safety: Plus ThB Safety Data Sheet(SDS) Material approved for i t. IC I tivl VOC Content: 18 g/L 4475 Stanley Road, ck CC (n� !f�1 2�2� VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineeri a Survb ,' .P. ED BUIWING®FPS' Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc,warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at htti2s://www.noburn.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made In the USA SUBMITTAL SHEET DATA SHEET i. EcoBatt° Insulation AN A A NON with ECOSV Technologyv FOR THE WORLD WE LIVE IN.` DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: Mpg: The Fields at Mattituck- Lot 8 barrier for energy-efficient construction. Ecobatt insulation DATE: January 9, 2023 products can be used in new and retrofit wood and metal frame applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- ® ® ® • ® • • Free batt insulation is flangeless kraft-faced batts that friction it between 16" on center wood studs, eliminating the need to staple. 1 01 o n 1 1 .1 B 1 ! 1 1 1 1 1 B• APPLICATIONS • Cavity walls, exterior and partition walls, floors, ceilings, attics, basements and crawlspaces SPECIFICATION COMPLIANCE ® 1 1 11 1 1 1 1 • ASTM C665 (facing).; 1 ® 1 1 1 1 1 • Type I, Class A, (Unfaced) ® 1 11 1 1 • Type 11, Class C, Category 1 (Kraft) • Type III, Class A, Category 1 (FSK-25 foil) 1 1 1 • Type III, Class B, Category 1 (Foil) • California Energy Commission • MEA #498-90-M • 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. 4475 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. I- Dysi Property(Unit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 50 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. 7r'r, Ill Brace Palmieri<bpalmieri444@gmail.com> Lot-8, #4475 Stanley Rd., Mattituck pics 1 message Bruce Palmieri<bpalmieri444@gmail.com> Thu,Jan 12,2023 at 10:57 AM To:Bruce Palmieri<bpalmieri444@gmail.com> 3 attachments 20221230 121226jpg 3455K 20230111_124458.jpg 3904K 20221230 121113jpg 3683K Bunch, Connie From: Lanza, Heather Sent: Monday, October 31, 2022 11:00 AM To: Chris Dwyer; Bunch, Connie Cc: Pat Moore Esq; Peter Bukowski; Bruce Palmieri Subject: RE: Co's for 7, 11 &26 Hi Chris, Do you have surveys showing that the clearing restrictions were followed for each lot(40% max)? We will come out for an inspection of the'lots to see that the clearing restrictions were followed. I hope they were followed on the other 14 lots! What is the status of street trees. Are they planted? Are they in the bond? If so, that can wait. I can come out for the inspection on Wednesday afternoon, about 2:30, weather permitting. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday,October 31, 2022 9:52 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Pat Moore Esq <pcmoore@mooreattys.com>; Peter Bukowski<peter@ mode rnagehome build ing.com>; Bruce Palmieri<bpalmieri444@gmail.com> Subject:Co's for 7, 11 &26 Good morning Connie, Thanks for taking my call earlier this morning and confirming receipt of the documents submitted for Lots 7 (4525 Stanley Rd), 11 (4285 Stanley Rd) and 26 (3100 Stanley Rd). It is my understanding that there are no additional approvals needed by the Planning Department to issue CO's for the individual lots within this subdivision (filed map). I believe this condition was addressed earlier by Heather Lanza before the issuance of the other 14 CO's. I have copied Heather and the applicant's attorney, Pat Moore,who tackled this matter earlier in the process. Heather—could you confirm that this is in fact the case? Thanks in advance Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 1 i Bunch, Connie From: Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer, Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses being built there. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25 - Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not, we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots) was built in strict accordance with the approved final plat. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@lkma.com & ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 FIELD INSPECTION REPORT DATE COMMENTS, aws FOUNDATION(IST) WV 6M64CA.L. \N H -------------------------------- FOUNDATION(2ND) CDH ROUGH FRAMING& H PLUMBING r r INSULATION PER N.Y. H STATE ENERGY CODE Af 1 a s�•�e� sr ce-v f' cs�- 12iA& ft KV FINAL Z�f `( � (M� Ap'nMANAT.COMMENTS 17 p O C/ oos Z v� � �m -n4 z w � d b H J o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htips://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 0 Building Inspector: MAR 2 Applications aind:forms must,be filled out in their entirety.Iniorriplete 'ac6e ted. Where.the Applicant Is not the owner;an, -7i: appl(66n�*111:'otbe -Owner's Authorlization1din' {Page 2)shall he completed. Date:February 18, 2021 .6WNER(S),OF-P I ROPERTYi Name:Zenith Property Group„"LLC SCTM#1000-106.00-08.00-062.000 ------- 1-----..---.-.-------- Project Address:4475 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email: _rqpprty@yghqo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT,PERSON:,, .Name:Christopher F.—Dwyer ----------- Mailing Address:437 South Country, Road,, Brookhaven NY 11719 Phone#:631-286-8668 Email:cdwver(cD-lkma.corn "DESIGN PROFESSIONAL'INI"CIRMATICIM Name:Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Countr Road, Brookhaven NY 11719 Phone#:631-286-8668 Email:rsteelea-lkma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp_ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: DESCRIPTION OF.PROPOSED CONSTRUCTION WNew Structure DAddition ElAlteration E]Repair ElDemolition Estimated Cost of Project: Dother $ [Will the lot be re-graded? iRYes 0 No Will excess fill be removed from premises? WYes E]No PROPERTY INFORMATION Existing use of property:Vacant .. Intended use of property:Sincile Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ACµ.._. ... ._.�......._.._...�._m ,_,.�.r.. ... _._._. _,.n_..._n.._. m this property? BYes ❑No IF YES, PROVIDE A COPY. Check Sox After Reading: The ovanerJcontractorjdesign professional is responsible for all drainage and storm waterissues;as provided by •,Chx'". apter 236,of the Town Cofle<APPI ICATIQN(S HEREBY MADE to the wilding Qf partment for the Issuance of acoullding permit pursuant to the•Buiiding zone. Drdigance', the Town of Soutfioid,;SW61k;County,Near York and other applicable laws,Ordinances or Regulations,fo%the construction af.buil�irigs addltions;,alterationsodor remov4or demolition as herein described.The applicant agrees;to comply with all applicable laws;ordinances,building code; housing,gode and regulations and to admi authorized inspectors on premises and in building(s)for necessary Inspedions.False �statemermade herein aree puinishable as a Class A misdemeanor pursuant to Section1©.49 of the New York State Penal t aw. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent Downer Signature of Applicant: ,(' Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sword before me this IK day of February 20 21 dzi��11124,1 W,� Notary P Ic Nc)T,yF�.r�_ ST ivt- NO. p1%28ilc tFG PROPERTY OWNER AUTHORIZATION 01) mrn;-os2ro3s9state ognlD (Where the applicant is not the owner) nptresqu9Ust �ntyrk I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to a To of Sou d Building Department for approval as described herein. a Owner's S' nature qwiffe Joh Popovitch,Zenith Property Group LLC Print Owner's Name 2 F Ql U u BUI LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o JAN DE? Town Hall Annex- 54375 Main Road - PO Box 1179 .+- Ull_©tiSou UIVAOU.D Southold, New York 11971-0959 STelephone (631) 765-1802 - FAX (631) 765-9502 ' # rogerlD-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 Company Name: Puccio Electric Contracting, Inc. Name: License No.: 4806-ME email: C u ie- r m Phone No: MI request an email copy of Certificate of Compliance Address.: Fb"n a0a61 bnjj!,Y M/l Che-,b WJ I I q 34 JOB SITE INFORMATION (All Information Required) Name: OOLt;15 4-H-hACQr19 Address: Cross Street: Phone BIdg.Permit; a email y n Tax Map District: 1000 Section: (p Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On Temp Information: (All information required) Service Size Z1 Ph ❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION 1 01- a Electrical Inspection Form 2020.xlsx �� ,BUILDING DEPARTMENT-.Electrical Inspector r Q TOWN OF SOUTHOLD . ft 3 y own Hall Annex - 54375 Main Road - PO.Box 1179. `�''' Southold, New York 11971-0959 $0q� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrlc7i southoldtownny.gov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL.INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ) 1 Company Name: Puccio Electric Contracting, Inc. Name: License No.: 4806-ME email: infoC u eC�ri� r r� Phone No: 5 gr)4 apgS �I request an email copy of Certificate of Compliance Add ress.: F u0".o 0,0& QDn4cy- M#n Che_15 I I CI?j 4 JOB SITE INFORMATION (All Information Required) Name: oa515 4-Hr Address: W C �. Cross Street: Phone No.: 3 � _I� Bldg.PermitI VV email y_ Tax Map District: 1000 Section: I Q Co Block: Lot: c BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service Check All That Apply: Is job ready for inspection?-. ❑✓ YES ❑NO Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ONO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Fs-/]New Service ❑ Service Reconnect ❑i/ Underground [:]overhead # Underground Laterals ✓❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx ` N PERMIT # Address: Switch e Outlets, GFI's027 Surface 1 - , I rb Sconces " H H's UC Lts Fans Fridge, I HW WA Oven " r C) Exhaust j ,P.L 4?l Vl Smokes D W —1 Mini f III 1 _ Carbon Micro 1 Generator Combo)( Cook-top Transfer AC I' AH Hood Service \ Amps Have Used Special:G&,,., Comments ClIr � Q MD E C E OCT 2 7 2021 FD L 11 tit AN LETTER OF TRANSMITTAL L.K. McLEAN ASSOCIATES, P.C. BUILDING L;Lr f CONSULTING ENGINEERS TOWN OF 5061-HOLD DATE: 10/21/21 1 PROJ NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: Amanda Nunemaker BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot 8(revised) TO: Town of Southold Building Department 54375 Main Road Revised Oasis Site Plan PO Box 1179 Southold,NY 11971 We are sending you Fx Attached F-1 Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 4 10/21/2021 10 Oasis Site Plans Lot 8(revised) These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Associate(Auth.Agent) q5950 L11AA L. K. McLean Associates, P.C. ❖ 437 South Country Road •. Brookhaven • New York 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. October 25, 2021 Town of Southold Building Department 54375 Main Street(NY-25) FQ) �L; s P.O. Box 1179 Southold,New York 11971 OCT 2 7 2021 BUILDING DEPT. Attn: Mr. Michael J. Verity, Chief Building Inspector TOWN OF SOUTHOLD Re: "The Fields @ Mattituck"—Lot 98 (1000-106-8-62) -4475 Stanley Road Modifications to "Oasis" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Oasis" Model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four(4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer 0 CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 SITE PLAN DATA: X04 Capta;n Kidd I I Iv I ZENITH PROPERTY GROUP LLC p� 4475 STANLEY RD., MATTITUCK NY 11952 ' \' M M Mme--M m--m—M M 1000—106.00-08.00-062.000 M SITE AREA: 32,744 SF /0.752 ACRES Road. a F METER ,W '/ S 0 EX. WATER l��. I FAWN SANE LIMITS OF GRADING: 28 970 SF 0.67 ACRES t F_ Ct�k1NO WELLS LOCATED WITHIN 100 rG1h1CRE ` I STCtlJ 1'✓� LIMIT OF GRADING �. W PILLAR I N 67°31'56'' ,x' .-55�' `-\ 11 139,73' � 3 I Mattituck !-fills ' ti F ` '� w { 9lT f61ORD 45 Ill \ y"�,� ff ..� •,�''^•.i,:y�:, M ffK� ^�4.' �•:�. rye' �g ,y . F p`Z. �. ^i C'v,:"�•'.%M.3r1� .1x•a%'F'•;,P.n � ;�:'�!:'Tr'fC''. FS '` Il . PROP. SILT FENCE ,� `/ �`\S�` / o '. . r ' t z Op0 AS DETAILED (TYP.) 3 4 •F.. rata •j.�Y r, _ ),<�+r 'w. N $ 7F � •y.x.SCi�' F:•'4 � tii1 ZL Lnt ' ..c S.'tt:� i \ I } t �rCOMRMED ar�c�ax enwr�-wuw�on 1 t 1 1 OFs1,rMW BLEND ORKY. \ ► _ °—� I r �' o Ld w �, MCA RL PROJECT c+wa r----- S-�-i \ LP f , � LOCATION 1 Ln I� 1 ` '� O J I I W PLAN VIEIt W .5 I FE J f a W ,.� r` !, J 1 r ¢ P ` I V. r - � ,-- o► ;� ROAD E>� LOCATION A BEDROOM < C:)! � W M A P 2 mRESIDENCE / OOr�STRlMM DffW M-FOUt nOM OF ODIFWFED M. ' 11zj�`�� r- i W/ UNnNISNED ({�j > / 31+ BMW BLIND OR KY.SrIn OAT.NWROVED RAA. SCALE: 1"= 1,000 Q' I( ' BASE►AENT \ (� 4.a su r0ca Fu.Tmr 08m)ASOW 0asW OMM FOR DROVa-1 �IZji.f.-58.2b / 4C CROSS SECTION ( Z Z ) "' TEMPORARY CONSTRUCTION ENTRANCE Lu POOL Z PROPOSED O ` ` QL 1 / _ _1 / / aowcRFrc �' "' t 8" THICK REINFORCED CONCRETE COVER >� J f� '�� TI 416 ti �. - I� , I ( / DWt �•%�" _` PROPOSED CONCRETE SLAB BELow GRADE , ,s ;V" " " ,�/ W ' ._ __. ___ __,• _ - arNUD tSt ROOF LEADER rr' y �. / L--J 1 ,, CONSTRUCTION GARAGE ENTRANCE � SURFACE AS PER SITE PIAN TRANSITION ►•F.i84.j CAST IRON CLEANOUT "T" PROPOSED BRANCH WITH BRASS OR BRONZE THREADED PLUG PERSPECTIVE VIEW SILT FENCE ; �� a\ AT ENTRANCE 2 4 CAST IRON PIPE 38" MINIMUM 2 x 2 PR �Pdd� ( ^I -" 3 �,� '.. CHIMNEY AST CONCRETE � ESDE FENCE F'03T \ �. .s ✓ ` %" vYy s r< .�. — WOVEN WIRE FENCE I—) 11— (e x e - 110 / 10 WW ca lJ4, I( I(I /"; a � ,` ►� ��,"- � w', t�W °'�., p C�I�� — FILTER CLOTH 'n \ IIID 8' ADS DRAINAGE PIPE • s/ A DW2 \\ ,, 0®M CM 8" ADS DRAINAGE PIPE FOR �� -D EMBED FILTER CLOTH "� `�, TRENCH DRAIN ONLY. � " 8 ADS ( SOIL STOCKPILE I \ J � ' SLOPE 1x MIN. e" INTO GROUND Q) IAREA 500 SF tI l `'� ROOF LEADER DOWNFALL DETAIL " �, 3$ 1IlI ©t�® _ Nom: L -'�.-""" 21 �` �` p ® — N.T.S. MAXIMUM DRAIINAGE AREA 0 ( L0 1/2 ACRE i/ 100 LINEAR FEET ti ` I It ``�` 1 I Q , % \ [3® III = SECTION DETAIL (U ' UST DR iNL ' -• , _ T FENCDETAILS ^ FiSE EOpCLEAN D a) � IpI RLL SIGROUND TER 2'-0' Mi 8'-0" Diameter 2'-0" M1 CLEAN SAND do 2' HEAVY DUTY BAR GRATE, HOT > / / I \ GRAVEL FILL DIPPED GALVANIZED. 1.5. O.C. I �- ---1 . a• � 3/4' M +-,O HOLE 4' n S TYPICAL SECTION CSD LEACHING POOL (DWS, ANGLE FRAMEHOLE FOR , CONNECTING 6'-2j'-2j. PIN oil E ° 0 A A 00 � — �- !01 —tel t IES II END VIEW 4- 01 -,O SITE PLAN cn � c � SCALE: 1"_ 20' I- — os.P' , _11�.il NOTES CONCRETE C 0 20 40 0--�—SAND 1. PER ASTM C3311,�4.000 PSI AT 28 DAYS STRENGTH Feet • ' 1 4r 2. REBAR ASTM A-615 GRADE 80 L ., `1 3. WELDED WIRE FABRIC ASTM A-165 c 0 IMPERMEABLE 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING LJ SHEETING • A A .. ;�.. .4 4••; U Z7\ A4• SOLID BLOCK O A_A OMIT END WALL FOR INSIDE SECTION O O O O O O 1:1 OR FIALOPE SIDE SLOPE TTER SECTION A-A z DEPTH EXISTING GRADE TYPICAL TRENCH DRAIN LEGEND STORMWATER DRAINAGE NOTES: 0.0' ::• • :• : : 52' BROWN SILTY SAND CONCRETE WASHOUT DETAIL DETAIL ......., N.T.S. U CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 2.5' ••••+ 49,j' N.T.S. PROPOSED BUILDING AS A MINIMUM. >` REQUIRED DRAINAf. CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL, MEASURES > PROPOSED ASPHALT DRIVEWAY (2" RAIN EVENT) SHOWN. THE CONTRACTOR SWILL. COMPLY WITH ALL ADDITIONAL MEASURES DEEMED COURSE NECESSARY CONSTRUCTION,THCTIONGINEER PRIOR TO AND/OR DURING THE IMPERVIOUS (ASRV,LT) - 2,100 SF BROWN CLAYEY SAND U) -- PROPERTY UNE C-(1,050 X 1)- 1,050 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SWILL BE �' ---�— PROPOSED CONTOUR 1.050 X 2•/12"fk'AINEALL,- 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS IMPERVIOUS (ROOK') - 2,000 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE DATE BY DESCRIPTION APPROV. BY —11.0—EXISTING CONTOUR C-(2,000 X 1)- 2,000 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE 12' 40, COLLECTED SEDIMENT ON A WEEKLY BASIS DR AS DIRECTED BY THE REVISIONS PROPOSED SEPTIC TANK x.000 X 2"�"(j�N�,)- 333.33 CF ��Nom. COLLECT D MATERIALSHALL BE DISPOSED OF PROPERLY TO AN EgQEQ;FD DRAINA(kE__GeLCU!!TIONS: TOWN 0 F S 0 U T H 0 L D 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL PROPOSED SANITARY LEACHING POOL ASPHALT DRIVEWAY jQ�(j� SE•M�CONTTRICT CONTROL EER DEPICTED ARE IN PLACE, AND APPROVED PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 350 CF REQUIREDGINPALE TO BROWN FINE SAND SUFFOLK COUNTY NY Lr/ 8-0 DRYWEL- 350•CE 42,25 CF/VF- 8.29 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAN FOR THE DURATION a PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEOUENCE "J —+ PROPOSED SANITARY PIPE E 1M (DW2 & Dw3) THE FIELDS AT MATTITUCK oE PROPOSED ADS ROOF DRAINAGE PIPE 333.33 CF REQUIRED 8'0 DBYVdELl- 333.3 4_?2�F - 7.89 VF o @ Rr; PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTH 18, 34' r LOT 8 S T 0 R M W AT E R •— PROPOSED WATER SERVICE v --�— PROPOSED TEST HOM�x°023 LD 2EdSCIENCE �� 10"N EIC SERVICE , , PROPOSED SIT FENCE DEC Oal MANAGEMENT SITE PLAN --w- EX. UNDERGROUND WATER (NO WATER ENCOUNTERED) ^ O O —T------� EX. UNDERGROUND TELEPHONE ' i r- /f` 1 L K McLE� N ASSOCIATES, P� V N o ® HIGHEST EXPECTED GROUNDWATER EL. 0.50 CONSULTING ENGINEERS 07 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 P.C. TEST HOLE LOCATION 4 TEST HOLE 7W MM'°" LAIN OF�STME OF W*YORK�0H1� � 4 y M F/CFD scale: AS NOTED � � ANY PERSON fnoM Alrarnw ANYTHl10 ON tHE DRAWING � 397 �� ' Designed B : Sheet No. oNEER ,ELKZNSEMADM ATE�rt's ®FF.SSIO��Ff`� N.T.S.N.T,S. u�ia:a THE DIRECTION a'A LlcErrsEO PruxEsswNAL � � c� P �N Dam OF ��ON AND Drawn By: Date: FEBRUARY 2021 S W DMCRIBE THE THE atWNO AND/OR IN THE VM IM"m. VX Approved By: RAS File No. 20099.000 NNJ SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF ASPHALT PAVEhNT X 56.1 X 555 X 54.5 X537 X53,0 X52 THE FIELDS AT MATTITUCK FA I WN L ANE LOT s 4 STONE CONC1, E CURB LC= = I^ FILED MARCH 31, 2006 AS MAP NO. 11370 IZQ I PILLAR W� I SITUATE AT N_31_56_ 139.73 I MATTITUCK oo_ I TOWN OF SOUTHOLD . \ I i % \� I SUFFOLK COUNTY,NEW YORK v I AREA OF PARCEL = 32,744± SQ.FT. OR 0.752± ACRE I � • I to NOTES ' •O I O A I. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT N ~ I u 3 "^ THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. to • I N I o 3. ELEVATIONS REFERENCE NAVD 1988. J UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND j � 4. SURVEYORS SEAL/S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE J W O W W EDUCATIONLAW. L O W jQ JIn W ¢ ¢ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND N l-- W I O W ) SURVEYOR'S EMBOSSED'OR"INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN LLIACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS Z•W I SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO F tiI -VACANT- � �� <I1 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND y W p \ TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO W J I \ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. U 2 ti I 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON A \ THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL J \ UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. y ? o J 50.6 8. RIGHTS O -OF-WAY NOT SHOWN ARE NOT CERTIFIED. LEGEND I ; �/ \ 9. THE SURVEY CLOSES MATHEMATICALLY. Q •••.•......••• ELECTRIC MANHOLE �-20 D4 "•••""""' WATER VALVE I ^\ ® '""""""'WATER METER D .........•••. CABLE TV BOXIXJ '"......•"•. LOT NUMBERS 0\ I I 1 \ Z�8 •'• ..•••••••••... BUFFER AREA N -T—...•••••••••.. UNDERGROUND TELEPHONE N QT ""'•"••'•"TELEPHONE MANHOLE I /�� 4�OF N£� '•"""•'•"'FIRE HYDRANT Nr -E—.•••••••......UNDERGROUND ELECTRIC I /`-' Gj�P t�P L' STj r0/fJ -W—•••••••.•....•UNDERGROUND WATER O0 Y� ■ •••.....••••••CONCRETE MONUMENT i ' / y i^ 00000000 r0,� , 0$0528 �04 02112121 T.L.S. I Added property comer monuments set T.L.S. 00j� AND DATE I BY DESCRIPTION APPROV. BY „l�JJ REVISIONS A CERTIFIED TO: Town of Southold 1.BROOKLYN TIMBER LLC No Suffolk County, New York 2.FIRST INTERNATIONAL TITLEAGENCY Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP i 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 12/22/2020. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 �r/MC?/l� 497 SO. COUNTRY ROAD, BROOKHAVEN. NEW YORK LOT 062.000 TAMARA L. STILLMAN,P.L.S. surveyed By. KG/JL Scale: 1'= 30' Sheet No. NYSPLS No. 50528 1 Drawn By, GLB Date: 1210912020 Il PI\20099.000 Fields 2 Mattltuck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 8.dwg 612912011 4Q7 PM Tamara Stillman Approved Byi TLS He No. 20099.000 Il SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNDLLS, SECTION TWOI AREA SUMMARY TOWN OF SOUT 4OLD MAP NO, 5448, FILED 4/9/70 SUFFOLK COUNTY,NEW YORK --�--� �--�--� �-- I LOT LOT AREA N0. EQ.FT. SUNSET DRIVE 1 56,640 (50' WIDE) 2 61,994 _ -- -- - 3 100,312 JPt�µo 9 "G oassy po ��i D Ir�j IrNjlT S.C.V.A. VELL SI JE DANIEL V7JAND MARIA ! $ 38,395 Rµ11` m 9 Oq 1 h �3� N/F BRfSOTTl r IM I N/F I ANDREV AND I MICHELLE AND I �'T'-< I 6 41,673 Stt�°' (L.•.� I STEVEN MACROS N/F `xL 3I N/F I J` I LGNSTANTINOS 7 36,951 IJ/F N/F I[ATHERINE AND M !t N/f I AND MARKELLA I RIA I I SUFFOLK lHGRCOUNIT OO�V z,s io 1.o I PEGGY I Q�.I LOL'LOU LOUKAS 74AGRIPLES VATER AUTHORITY �^�'f-R A o0 0 9 PERTSlflIDfS THANAS PANDA KONSTANFINIDES ti [pNTOVfROS 1 8 32,744 y Hiax aro"ExLn ay_u� _K 1se ,va FaN�n -- U4T40E3' szz•Da'sa2-- -- 41---_ -- -- 9 56,959 ' °� °°d 9•`�,P�Pµl0-AD o RD 0ES21'4B'4674.00' 00._ 0 10 47,933 -7 11 37,104 25VIBE K YEl9'l}t. K ANDIDR \ RELOCATED RD.V C4 — 113 51,437 QO Scrx AO / 1p? i 14 13 1 = 14 50,850 pOL2w Pdst " 3yF O IIXtl-10£00-0800-075000 1 SGTX A� JE CC q( �1P 1000-IO1r.00-O800-067000 I�, ®_ EASEMENT FDR 15 4 9,28 "Po t�P rr•, G th N/F SGTX MI V SGTX An ] /- STORM VATER µG F I W 3 6 N20.37'00"✓/Pd0.00' pE PETER AND ELAINE M I I IOOO-f06W#OD-OSS.WO '` / �1 / ICW-706-00-0&W-OSflOW a ;s _ RCi£NiiON �� -` 16 37,240 PSYLLDS I Qo P`• °' ! / J SP097'00`E P40.0D' -AREA'A'1i•C �h er IlA`�a" 6 /f;l',/fl 17 30,931 20 32,ses SUBJECT -- Scrx ¢ SGTx PROPERTY s_ :. y 21 41,195 N/F N-' 1000-IOG00-0800-074000 / ` 1000-!06.00-0&00-p6A000 - NjF 1!A I �5(PNPV`P w yr m I P RILE ROW LLC �y / '•�sGREGG R DCH 11 -- �� I I " a A mow. '•.6 Sank ,1 22 31,876 Yy W - 1J RG`"bq IODO-TO6W=0&00=tK6.000 N / U drs ossa, 23 33,931 26 ! Y+` Na 1 ��\� 24 32,603 n TOWN OF SOUTHOLD $ f!/F /F- ;.i NfCKCLAS AND DIAA � � pIL'VLRINF.L'L'C�-,'"/""t SGTX MS 1-°'�� Y" [m.. 2.�J 34, 82 C•,f, KMIELLOS I w 2 2 I - 'x SGTX Ne 1000-10600-0800-wallo =TM ML -I - P I`3E I O N '1000-I�r0600-L�00=p73000 10Y1-10600-0807-O7PD0p 1000-I06A0-C&W-07AR]0 `'. •. NI6'38'!0"V 204.00' 26 32,(118 d 49 I. /.�y'' 27 1,367,048 °-fty E"'COµV -_ v�iW W1.000-t0iWT-0800-056000.. `�• S:lt. '. '•, i .O MIDDI- Y I '' ''- �sf-'• Scrx An ? ROAD 145,800 I �I -.. �' � /aorla6ap-oeao-u6saaa I w o m20,VIX �•' a' 2,481,801 OTAL Woo i Rpa D,cATED Mir 24 a l 56.974 ACRE SOUND q V N/F r"N� It :IfLSERN H AMD Scrx AO. &0 AQ I ti o w ERfN R kACARI �1DOP-10600-0800-07fA(p 1070-ta60u-0800-0]6000 W 6 UGU RUND7NONf W F vNa 23 SGTX%0- W PJ ' �^ = Imo-fmlzam! Scrx fm 1000-1D6cm-osoa-n7amm 1000-10600-0800-U77W0 50'VIDE VATER MAIN pi -y{'g -ql 6j (\�,1 // / Z F p rw� as w e9 4 LEGEND EASEMENT TO TH 1 1 SUFFOLK COUNTY e` -� S. VATER AUTHORITY ... " 'T *f> N/F AREA 145,800 SO.F7./ O DECIDUGUS TREE CAROL C.KfIL MAMIDLE LOCATION MAP . ;• - ® ELECTRIC HAAO'DLE NO SCALB =TA Na C( FIRE HYDRANT ( ) 3 + O O ILtlO-t0600- -063000 I W ` .'J%64ES�ACOLLEEN( r O Z I - CATCHBASINAlJll1LE EVE STRAUSNANN/f. VINS7ON W I c O3 TU MONTGOMERY 4 SGTx AR SGTX Na 7 I;, IMP-106Ltl-OB.W-059A07 !000-106,0}-0800-060.000 O ® ROUND DRAIN INLET NOTES b O =TM A01 ddpp SGTX ABI SGTX NIL bo VATER VAL VE (FORMERLY ARTHUR BURNS) j 7000-10600-0800-057.000 ( "� J -1 1000-I0S00-0800-06!.000 10a0-f06�-08A0-OdPJ>� e VATER METER 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS m SGTx NL' R•' �' 8 / e © CABLE TV BOX 2 C 1 ILW-lOS000800-0780001•� POINT OF N © LOT NUMBERS 2. BEARWGSAND DISTANCES AS SHOWN ON 7HEFIELDSATMATTINCM,FILED MARCH 31,2006AT KBt fNn 2� F ,' Aa BEGINNING B,J BUFFER AREA THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. UNDERGROUND TELEPHONE 2952' 10040, - _- -- - a LME N38•y7'� © ✓ELL 3. ELEVATIONS REFERENCE NAVD 1988. N23•IS'00'N NIS'S7'OD"y ALV-18'00"V `410.85' N22'39'00'N 200.06 N/F Ate` 854.19' UNAUTHORIZEOAL7ERADONORADDIOON TOA SURVEYMAP BEARING ADCENSEO LAND -- DOUGLAS A AND FRANCES M COOPER -- -- / 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION2,SION OF THE NEW YORK STATE -- -- -- -- -_ EDUrATIONLAW. 5. CIVIL Y COPIES FROM TME ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S 2MBCSSED'OR'7NKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES PROPERTY IS SUBJECT TO. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTRICTIONS IN LIBER 11835 ACCORDANCE WITH THEEXISTING LODE OF PRALTICEFOR LAND SURVEYORSADOPTED BY THE PACE 254(NOT LISTED)AND LIBER 12389 PACE 816(NOT NEWYORK STATEASSOCIATION OFPROFESSIONAL LAND SURVEYORS SMOCERT/FlCATIONS USTED). SHALL RUN ONLY TO THEPERSON FOR WHOM THE SIA7VEY IS PREPAREDAND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICATION AND THETNLECOMPANY,GOVERNMENTALAGENCYANDLENDINGINSTRUTIONDSTEDHEREONAND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TOTHEASSIGNEES OF THE LENDING INSTITUTION.CERTIHG4770NSARENOTTRANSFERABLETO US'IED). ADDITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS. - • ELECTRIC AND TELEPHONE EASEMENT IN USER 12520 PAGE 531 (AFFECTSSTREETS). 7. UNDERGROUND U77LMES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUr LOCATED ON • ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT APPUCABLE). THE GROUNDANW9R RECORD PLANS BEFOREANYS(CAVATION IS TO BEGIN,ALL • WATER EASEMENT IN USER 12495 PAGE 137(PLOTTED) UNDERGROUND U77LMES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEANO TYPE BY THE b RESPEC77VE UTILITY COMPANIES 5 S 8. R(GMS-QF-WAYNOT SHOWN ARE NOT CERTIFIED. g 9. THE SURVEY CLOSES MATHEMA TICALLY. f 10. ZONING USE DISTRICT.AC ROTS 1-26)AND LOT 27-PROTECTED. DATE BY DESCRIPTION APPROV. BY d REVISIONS Town of Southold Suffolk County, New York " TITLE SURVEY Property at Mattituck SUFFOLK CO INTYRFAL PROPERTY TAX MAPNO CERTIFIED TO- TOWNOFSOIITHOLD: ZENITH PROPERTY GROUP; f D/STRIG- T1 — SCHEMERANNA COURT 2012 TRUST,' 4SG(7Y,•Tfry "THE FIELDS AT MATTITUCK' 9ELOCTIG(ON � BROOKLYN 77MBER UC 5�p`r'NL",Tf!(�'P� L. K. McLEAN ASSOCIATES, P.C. g GRAPHIC SCALE �? s 3�+ LOT 001-002 I hereby certify that this map was made limn as actial—y * e 's* CONSULTING ENGINEERS & LAND SURVEYORS Q SUFFOLK COUNTY REAL PROPERTY iA7TMAPNo. —plmedbyme on 10A)"020. 437 SO- COUNTRY ROAD, BROOKHAVEN. NEW YORK TOWN OF SOUTHOLO: ' am iO15TRl ) �H+I�IA �,.., f�� G5052g Oesl ned B. Sheel No. E SECTION 10600 (IN Peer ,,..y. 9 Y G.L.B./D.M. Scale: 1"= 100' TAMARAL ST/LLMAN,P.L.S.BLOCK 08.00 1 inch= 100 IL \ Up' I LOTS 055000057.000 INCL end 059.000OA50001N- NYSPLS No.50528 (Atv'DS Drawn By, T,L.S./D.M. Date: 10/12/2020 aWO67000071.000(NCL and O74.000and 075.0002 Approvetl By, T.L.S Fla No. 20099.000 \ I PROPOSED BUILDING EXCAVATION INSPECTION REQUIRED PROPOSED ASPHALT DRVEtwr 96! �� w ` 55" I FOR SANITARY SYSTEM IX.WATER PROPERTY LINE METER 55' Iq --CDD-- PROPOSED CDNTOUR BY HEALTH DEPARTMENT EwsnNG CONTOUR 0 o iLLAR SDSEPTICNE \ j . � � —\_ j �� PROPOSED SEPTIC TANK {I N 67 31'56 ,P�.—55, 139.73'_ __ ®_• R� \ it (u; PROPOSED SANRAAY TEACHING POOL PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL PROPOSED SANITARY PIPE PROP. U.G. WATER SERVICE ^�\\ �,� ;32 PROPOSED 8'ADS ROOF DRAINAGE PIPE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' \ /—_ n /J �l `•� ;_�; PROPOSED BY DRAINAGE STRUCTURE(SOLID COVER) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A / \\ .1 I I �' PROPOSED WATER slRv _• CE SINGLE FAMILY RESIDENCE ONLY ul PROPOSED U.G.ELECTWC SERNCE EX UNDERGROUND WATER EX.UNDERGROUND TELEPHONE - -- _ VAN• 0'1 ® I u jrlo' I ! �1 DATE 2/3121 H.S. REEF/. No. R-21-0118 DMIN. N 3 It APPROVED �3T1� A 7y I_JL✓4J1_�. FOR MAXIMUM OF 4 BEDROOMS ` DEPTH GRAD NC GRADE EXPIRES THREE YEARS FROM DATE OF APPROVAL _ H 0.0'; ;•;52' BROWN SILTY SAND J y z rn I MLN i p IU w 'y I,I 2.5'; 4B.s' o �o � : SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R1 i ti 1 a 00 1l i y BROWN CLAYEY SANDN Z Kidd Dd"a 2 O 'r o -_ T < PROPOS �_ o@ 1• TRE12' J NCH DRAT I 1 -'- - 04 PALE TO BROWN FINE SAND - g\ \�y `�� 18 34' Madi,urk Hi'Ls _ Iii • _ - \ '�\` .� 45m - �� TEST HOLE BY MCDONALD GEOSCIENCE /-20'— 1 i.T ,�, � 1 f\\ DECEMBER 23, 2020 (NO WATER HIGHEST EXPECTED GROU DWATER® EL 0.50' sop }PROP. %l° ' °a N I ELECTRO SERVICE8r - TEST HOLE #3 sc►sL` as. =r r ,, ON < I I ' 15� \ N.T.S. awl N SES (' YT WNLtR05t �* �\ PROJECT. n � t LOCATION C� \ Iy� SLEjNP tO�uBLLG . o1 � AA LOCATION MAP �= I n c c 3 0 SITE PLAN SCALE: 1"= 40' e c 0 u �i -3o BUILDINGS: PROPOSED 2 STORY RESIDENCE 4 BEDROOM ZONING a R-40 (RESIDENTIAL) N � SITE DATA: ' N SCTmj: 1000-108-08-082 SITE AREA: 0.752 ACRES DATE BY DESCRIPTION APPROV. BY � GENERAL NOTES, REVISIONS °J 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY STRUCTURES TOWN OF S O U T H O LD 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. SUFFOLK COUNTY NY 3. THERE 15 A WATER MAIN AVAILABLE ON STANLEY ROAD. 0 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 WXH99M5. suevEY NOTES: THE FIELDS AT MATTITUCK (tlj 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. LOT S PROPOSED SANITARY 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE /!— 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1888. / O ANf PLAN 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP LIDAR:POST SANDY FROM THE NATIONAL i +`00 .7 ;p OCEANIC AND ATMOSPHERIC ADMINISTRATION 5. PROPERTY SURVEY PERFORMED BY LK.LICLEAN ASSOCIATES,P.C.ON 8-13-2008&UPDATED ON A * L. K. McLEAN ASSOCIATES, P.C. 11-25-20 COMMTINO CIGMEGS 437 mm COIMTRY Im.BODOIOIAYFN,LRW YM 11710 t M nwotii wmt'r ovine `� b DeaI9^ed Or. MF/CFD swTa: AS NOTED �"�N0' c p 0eam0O WM M1IDIQ'aIIm a,o M /rI IONP O,rN By MF Daa DEC. 2020 S/ • Approrod BY: RAS FDa No.20099.000 STOPPER OR END PLUG EXISTING F.F. ELEV.=56.25' GRADE 10'z 15'QUAZITE ENCLOSURE WITH COVER FINISHED IN LANDSCAPE AREA GRADE LOCKING CASTING TO GRADE G (EL 53.55) ELEV.- 54.20' CONCRETE COVER 20" 1' IN. MIN. 1' IN. AX. 2'MAX. ® vk kx. ' CONCRETE CHIMNEY 20' SDR 35 MIN.4'DIA. MIN.�j C4 PI� IiCNEp SDR 35 MIN. 4'Dtk SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PVC PIPE INVERT(IN) 6' — 6' --- MIN. 1 g•PPRCHED ELEV.49.35' -- 1 BAFFLE 7 25'IAX. WALL CAST IRON PIPE SHALL INVERT(IN) g' INVERT(OUT) EXTEND THROUGH ELEV.48,35' ELEV.47.85' FOUNDATION WALL A MIN. OF 2'. 5.0' T INVERT(IN) LL�•-0 (EFF. DEPTH) 6'SDR 35 ELEV.46.85' 4• PVC DROP TEE I SECTION STAMESS 1 STEEL BOLT 4'N PLAN I r 7M WA9IX 3le 04M tl� J7L 8'0 1.250 GALLON SEPTIC TANK W/DOME ,. M7EAWA'CONFOM 701151, M8 awtis 3M OR ase SPEOFlanM a UAD RUNG.- FOR AtSKM&Ns 20-44 m mmAY LOAM 12•-0' 3. FRkW AND DOM A5 MNUFAM—BY LONG ISIAAO PRMOSr OR APPROVM MM. NOTES 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 26 DAYS. I Nrc .0 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT–PROOF AND y LOCKABLE. CO7 3.0. r 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT o EXCEED TWO FEET IN HEIGHT. (TYP.) COLL'AR....•.::' - i str>�°1°o to-.rr oaaaac enx 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON vl EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BESHOWN ON THE PLANS.no '' BOTTOM OF POOL :6'..AfIN.•PENEMATION'INTO`A 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL ' ELEV.35.1 B' ..'' :, VIRGIN.STRATA.-OF.-SAND:'&.. in COMPACTOR AT 6' LIFTS. I ,' ' ...;... '..GRAYFJ: ,:•: ,, .� SEE 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. �., — — — — — — — —• — o t3L r Deod a�taxa•n rrc awnL 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. BACKFILL MATERIAL C 3' MIN.AB VE HIGHEST — asnM a ' LEAN EXPECTED G OUNDWATER SAND AND GRAVEL o TYPICAL CLEANOUT DETAIL u MaTYPICAL LEACHING POOL 0 HIGHEST EXPECTED WATER EIEV.=0.50' " LOT 8 SANITARY PROFILE 4d N.T.S. DATE BY DESCRIPRON APPROV. BY REVISIONS v TOWN OF SOUTHOLD SUFFOLK COUNTY NY E THE FIELDS AT MATTITUCK _ E LOT 8 SANITARY DETAILS ID _� ,� L. K. McLEAN ASSOCIATES, P.C. WNSUMING INcam6 air SSM caner 0.,M00eMvtN,NW Taos 11719 xa��nan rawo.maa a ae aw.m r 2 Deal90ed 81e MF/CFD Soaro: AS NOTED tx mmMor w v w oar v®raa noun ft ff r.Ma c _ aa ®1°' \ 7 Dram DY: MF Data: DEC. 2020 a1�M NgAa a .m,�ao,a,e m ua s_ d acme rs:} Approved RAS Fv.No.20099.000 2 SURVEY OF PROPERTY ON THE ASPHALT PAVEMENT SUBDIVISION MAP OF THE FIELDS AT MATTITUCK X561 I X555 X54.SFA WN LANE X53.7 X53.0 g X LOT 8 52.7 I a _ 4 CONCRETE CURB W—afl.50 = 7 FILED MARCH 31, 2006 AS MAP NO. 11370 STONE D4 /�� I PILLAR 0k— WLM 6// _4N 67°31'56' E _ 139,73' SITUATE AT MATTITUCK Qo \- TOWN OF SOUTHOLD •%�� I SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 32,744± SQ.FT. OR 0.752± ACRE ' I I WINDOW I I NOTES TF.£L.5523 WELL 51.6 Q O W 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. 9S,7! — — — — _, _ 5 20.6' 6 6�, O1 43 y 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT O I a Lr) u O ¢ THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVD 1988. qW J ` 338,2' —44,34-- oa r Q y Z 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 ° o O u _j w EDUCATIONLAW. � uz � ZO O W ti •J LL) o� v � ° � �`¢ i 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND N � •� I u a ¢ 3.7' u O u Q J SURVEYORS EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. I. ti W I o u C4 o-' too U V.— y 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN a I Q Z yM, = 1 7 "o v,�5C 51.1 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE qO Z I 33 2.0' ❑ NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS uio SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 2 IL Z, I o ^ THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND W Q 41 0 7' O TO THEASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO VADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LEGEND 4¢ I q,5• v ni I 11 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON Q ••••....•..... ELECTRIC MANHOLE 2 q I ~ ti THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL 2 ti I o UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE •••••••••••••• WATER VAL VE ¢ Q z \ RESPECTIVE UTILITY COMPANIES. CD ® ........... 25.7' 'WATER METER ¢ •Z .I O 50.6 8. RIGHTS-OF-WAY NOT SHO WNARE NOT CERTIFIED. O """"""" CABLE TV BOX V Z ' I TT 0 E 9. THE SURVEY CLOSES MATHEMATICALLY. •......••..•.• LOT NUMBERS T \ BUFFER AREA —T—.••........... UNDERGROUND TELEPHONE I \ ^\ QT ............••TELEPHONE MANHOLE O ' ............••FIRE HYDRANT IN V —E—..............UNDERGROUND ELECTRIC —W—.•.....•......UNDERGROUND WATER DD■ •.............CONCRETE MONUMENT `V T.F. EL.•.••••••••••••TOP FOUNDATION ELEVATION Z I SEP - 1 2021 TC ...•........••TOP CURB 1 O - x50.6 ••............SPOT ELEVATION i 3��2�/ • 1 9 OC NEW? BUILDING TD4'1�T!'�pDEg�gp�+. � �,`PPQa �. Strtl1 ��. TO�vN�L®115E f�3TCJ�'LAOLID DATE BY DESCRIPTION JAPPROV. BY 0 REVISIONS �i 05052s Town of Southold �F1yD5V�.\� @Hill Suffolk County, New York Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP i I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT DISTRICT 1000 completed by me on 08/18/2021. SECTION 106.00 L. K. McLEAN ASSOCIATES, P.C. /A/ CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 LOT 08.0000 �/!�(„!/1 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TAMARA L. STILLMAN,P.L.S. S.—yd By. CM S..I.: 1'= 30' Sheet NYSPLS No. 50528 Drawn By, DM Ddu: 0811912021 Il PA20099.000 Flelds E Mattltuck £ngr 8 Survey\Survey Dept\Drawings\LOT 8\20099.000 lot 8 Fnd AsB.dwg 612912011 4+17 PM Dolva Matonlene Approved By- TLS He No. 20099.000 Il SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF ASPHALT PAVEMENT x56.1 I x555 x54.5 FAWN LANEx53.7 x53,0 >a.4 x : THE FIELDS AT MATTITUCK 52.7 LOT 8 556 I _ I FILED MARCH 31, 2006 AS MAP NO. 11370 55.0 CONCRETE CURB 53.3 56.1 1 STONE OPILLAR .5 SITUATE AT -� 67"31'56' E -- -- 139,73e- R MATTITUCK :sroo TOWN OF SOUTHOLD I ROW OF SHRUBS . �� I SUFFOLK COUNTY,NEW YORK USG % ROP. ..- U7 (s 51.7 :'i- Lr? I� \ rA K w d %-A AREA OF PARCEL = 32,744± SQ.FT. OR 0.752± ACRE Ln \ / W II 51.6 NOTES 1 I - -- -- 44.4 I z --- - i I O 1.3A 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. �.T.-, Q W I 05.6' ° a Q 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT of 6.5' N y i� A34' '" ? -�---i--- 61.2---__ A25 ❑3 THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. IV p'i N N�> B17� B29� Ln A Z �' i� 1 0 3. ELEVATIONS REFERENCE NAVD 1966. CAI R o J ` 1 ¢ 8� �� __-44.2--_ - ` T¢ z UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND = 1_ ❑ " w 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE J i 'i O W W L%1 EDUC47IONLAW. LAJ y � Z¢ z5. ONLYCOPIESFROM THEORIGINAL OF THIS SURVEY MARKED WITHANORIGINAL OFTHELAND 3.6' ryO� Z " SURVEYOR'SEMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUECOPIES. M in �► 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN L. Q . x 0 f w x 51.1 ACCORDANCE W17H THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 1 Z O I 6.5' N= 1.7 0 50. Jf NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS O ti ' it SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO Q Pz I w ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LEGEND \� 1 j I c J cti 1 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUTLOCATED ON 2 W O •'••'••"""' ELECTRIC MANHOLE I� 4 W - N z THE GROUND AND/OR RECORD PLANS.BEFOREANY EXCAVATION IS TO BEGIN,ALL q 1 L7 I aW LURE -.� UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE .......'•...•' WATER VALVE ¢ A ELOLK a u \ RESPECTIVE UTILITY COMPANIES. Q pi GF _9d9 M Q O ® •'••'•••'••'•'WATER METER J •O o; ''I JE�AI N w 50.6 8. RIGHTS-OF--WAY NOT SHO WNARE NOT CERTIFIED. 0 .............• CABLE TV BOX V Z � \ UNE ERl 9. THE SURVEY CLOSES MATHEMATICALLY. .............. LOT NUMBERS A 1 •I \\ 5T \ ..•..••••••••• BUFFER AREA ~-20 NOTE.ALL BURIED UTILITIES(WATER,ELECTRICJTELEPHONEAND GAS)SHOWN ON THIS SURVEYAREBASED UPON t• �� AS-BUILT INFORMATION PROVIDED BY THE OWNERA)EVELOPER OR THEIR DULYAUDIORa'cn REPRESEMATNES -T-.••••••••••••• UNDERGROUND TELEPHONE I LURE - ^\ (INSTALLER)MEASUREMENTS. O '•'•'•••••"''TELEPHONE MANHOLE C£ •"......•'•"FIRE HYDRANT \ - UNDERGROUND ELECTRIC 0\ -W-••••••••••••••UNDERGROUND WATER - ■ ••••••••••••••CONCRETE MONUMENT I 5 SNRUE ,�`, EL...••••••••••••TOP FOUNDATION ELEVATION - T.F. VI I Y E TC ..............TOP CURB - I �R�;C, -- q W 1 I W x50.6 •• •SPOT ELEVATION p �'%': FEB�`' d 3 23 yBUILDINGDEPIr f - DATE BY DESCRIPTION JAPPROV. BY REVISIONS e 050528 J�a� Town of Southold '<("D � Suffolk County, New York 4475 Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP i I hereby certify that this map was made from an actual survey Final Survey DISTRICT 1000 completed by me on 01/20/2023. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 cp�l Q x 437 SO. COUNTRY ROAD, BROOKBAVEN, NEW YORK LOT 062.000 TAMARA L. STILLMAN,P.L.S. S-Ad By: JL/JPL Scale; 1'= 30' Sheet No. NYSPLS No. 50528 Dram By. GLB Data: February 1, 2023 Il SAShared With Me\Projects\20099.000 Flelds 2 Mattituck Engr 8 Survey\Survey Dept\Dra wings\LOT 8\20099.000 lot 8 Final as bullt.dwg 2/1/2023 247 PM Glenn Brewster Approved By, TLS pile No. 20099.000 SURVEY OF PROPERTY ON THE \ LEGEND SUBDIVISION MAP OF ELECTRIC MANHOLE THE FIELDS AT MATTITUCK D4 VA TER VALVE ® - 0 T 8 WATER TVMETER BOX CABLE TV BI FILED MARCH 31, 2 06 AS MAP NO. 11370 l\ � ADW .. DRYWELL SITUATE AT \ ® ' CATCH BASIN MATTITUCK —T— UNDERGROUND TELEPHONE t, `59 l O TELEPHONE MANHOLE TOWN OF SOUTHOLD —E— UNDERGROUND ELECTRIC SUFFOLK COUNTY,NEW YORK UNDERGROUND WATER RB ,�� y��r\ ■ CONCRETE MONUMENT AREA OF PARCEL = 32,744E SQ.FT. OR 0.752E ACRE co 1 O �� do �Y% SE / � `' 2b � O � � PIN W/CAP SET NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT �glFp 0 AS—BUILT SANITARY THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. i SQh 2'0 iR\ DISTANCES FROM CORNERS OF BUILDING ni3 ELEVATIONS REFERENCE NAVD19B6. G,6 `f moo. e31r 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 1 ' ' 6 0�"GF'tr0 Rap �—/ � ST 2517CENTER OF COVER SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE o `J -pp, Q �k " LP 34' 29' CENTER OF COVER EDUCATION LAW. o 5. ONLY COPIES ORIGINAL ORIGINAL O SURVEYOR'S EMBOSSED"ORNKED'SEALS ALL BE CONSIDERED TO BE VALID TRUE COPIES. a) _, � r 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE w. \ va GP 41 ho �� \ RVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR NEWYORK STATE ASSOCIATION OF OWHOM THE SFESSIONAL URVEYS PREPAREDND ON HIS BEHALF TO \. EF / THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. u7Y \DW j 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON •F .ra.. 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. 7 � RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. r M7 w THE SURVEY CLOSES MATHEMATICALLY. • N� r P V .0 . u l: S1 a a� 10 SUFFOLK COUNTY REAL PROPERTY TAX MAP % rP \ av°Q�� DISTRICT 1000 cG �� \ Zo E�ti� SECTION 106.00 BLOCK 08.00 06 2�/\ �20 5`vap LOT 062.000 FEB 4 2 2023 �N Lu,)/ w NZ\\ \ �BUjw�co� f�A_� 0 p / \ I m E` 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD O O DATE 81' DESCRIPTION APPROV. 9Y SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REVISIONS a APPROVAL OF CONSTRUCTED WORKS FOR TOWN OF SOUTHOLD i ASINGLE FAMILY RESIDENCE SUFFOLK COUNTY NY c� 002 __ Date_8116/2022 _ H.S. Ref No Rzt-one _ THE FIELDS AT MATTITUCK N a- Thesewagedis osalardv.,atersupplyfacilitiesatthislocationhavebeen LOT 8 SANITARY AS—BUILT PLAN o p _ � SITE PLAN inspected and/or certified by this Department or other agences and found �`pF NEI,Y SCALE: 1"= 40' to be satisfactory FOR A MAXIMUM OF__9BEDROOMS. a L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUM COUNM RD.,9ROO/OIIVEM NEW YDRR 11719 o CRAIG K SEP ER,PE.,CHIEF Designed By: MF/CFD stele: AS NOTED Sheet No. � Office of Wastewater Management l � �c 05052e �o G, ��CANDS Drew.By: MF Date: JUNE 2022 SA3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I Approved ey: RGD File Na. 20091.000 m TONN COMMENTS z II OASIS ' ' RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 0 OF THE TOWN CODE. APPROVED AS NOT D A allAL i TY NE:V4 NOME: MODEL BY DATE: B.P.# S� OA515 AT MATTI TUOK, CORP. FEE: i - BV• W Ca COMPLY WITH AL COD NOTIFY BUILDING= PARTMEN AT NEW YORK STATE & TOW ; �D ��'� Z 765-180 8A TC 4P FOR THE AS REQUIr�._ AND OND( l O FOLLO ING INSPECTIONS; I O I. FOUNDATION - TWO REQUIRED cn!17-'01 TCWN Z?+ C4 FOR OURED C0NCFF.TEN 2. ROUCH - FRAMING & PLUMBING � Pz 3. INSULATION _E >, 4. FINAL - CONSTRUC-rION MUST BEC MPLETE SOF C 0, ----.- -- N.Y-5`tu — ALL CO STRUCTICN SHALL MEET THE PLUMBER CERT! ICATI REQUIRE MENTS OF THE CODES OF NEW ON LEAD CONTEN BEF 3E YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF O CUP � ICY' °� DESIGN R CONSTRUCTION ERRORS. OCCU ANCY OR S UPPL Y S YS TEM CA NN T SOLDER USED/N WATE7lu USE IS UNLAWFUL EXCEED 2110 OF % LE �. > WITHO T CERTIFICATE 0 OF OCCUPANCY PLUMB( .a ALL 1PLU'.':31NG W.,STE &WATER LINES WEED TEtTING BEFORE CC VERIN TRU%3S V ACARDIN REQUIFS'D All exterior ligh 19 Installed,replac or 11 J IJ 11,11 .� 7r--rg1CAL DO NOT(PROCEED W TH repaired shall co . rm FRAMING UNTIL SUR EY to Chapter 1 i"�a 'I~0 lei+ FtE(�llit��J� OF FOUNDATION LOC TIONof the Town C e HAS BEE-N APPROVED.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Blower door Must I rovide Manuals and ductwork D, and S as per testing required u., NYS Energy Code z v o n, 1�N �m w0 (� w m z D 12 Z Z 4'd Wz� FINISHED SECOND FLOORO _ \ `Q z W / - - - - - - - - - NOTES INDEXED TO THE ttD !� r ? 2020 ENERGY CONSERVATION GONSTRUGTION IY 7— Lu 02 z GODS OF NEW YORK 5TATE0. } v RI01.5 COMPLIANCE: This building was designed and shall be O } < constructed to meet the 2020 EGGGNY5. Both RE5check N.5. O W `- Department of Energy) and REM/Rote (Moresco) computer tV O —_ software was utliitzed to demonstrate compliance. All :t mandatory provisions of the 2020 EGCGNY5 - Residential -7 Provisions are In force. N RI052.2 WRITTEN STATEMENT= To the best of my knowledge, belief and professional judgement, these plans comply with the N o Energy Code. Furthermore,as a RESNET certified rater (ID. No. 26143CI'I), I certify that these plans comply with the Home Q I ' Energy Rating System (HERS) program. A signed :certification of compliance with the HER5 program (HERO) will be submitted FINI5H.ED FIRST FLOOR R301of CLIMATE ZONE buildingASuff pl the demonstrate co l:ane. .A� to m - - - - - - - - - - - - - - - - - IMA Suffolk, �tl~f�;'''' `: No R4012 COMPLIANCE: This project complies with p) 5ectton R405 51mulated Performance Alternative and the provisions ofFINISHED GRADE > {v Sections 8401 through 8404 labeled "Mandatory."' Mandatory re vire I I i t i I I I I I a meets: ; : �li,:' R40r.3 CERTIFICATE: Builder to post per code., )'J y'„ R402.4.1 THERMAL ENVELOPE: To be tested d werified to 3 '�°�.''aa , C:• v° .�°f' — — — AGH by HER5 rater. See Table R402.4.1.1 1n plans. '• `� Y"" •••: #° 'W;'L . . I I I I I I I I I R402.4-2 FIREPLACES= Factory built with UL 12-1 doors. 'a;r,.t E-.., - ,•!`• C — — — — — — — — — — — — — —I I 8402.4.3 FENE5TRATION: See window/door schedule .4:!; : tK'•"°' R402.4.4 FUEL-BURNING APPLIANCES: All room (heating and hot water heating appliances to be direct vent with both DEi IVERED FEB 2 2 2021 Intake and exhaust pipes Installed continuous to the outside. — — — R402.4.5 REGE55ED LIGHTING: IG-rated and labeled as 3FL' J — J — I — J having an air leakage rate of not greater than 2.0 cfm (� — — per Code. t- -� — — — — — — — — — — — — — — — — — — - - - - — — - - - — - - — R4025 MAX. U-FAGTOR d 5HGG: See window schedule. O O — — - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R403.1 CONTROLS: 5ee plans for thermostat Information. Q � R40303 2 DUCT SEALING= All duct joints shall be O :3 1,t mechanically fastened and sealed with duct mastic O sealant. Apply mastic to duct seams. 6 n � 8403.3.3 DUCT TE5TING: A duct air-leakage test Is not 0Ii- ice, ti req R403.35 uired under exceptions I and 2. O O �/ BUILDING GAVITIE5= Framingcavities shall not be used as ducts or plenums. O O 8403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate mechanical system piping carrying hot water to an (6 0 R-value of not less than R-3. i 8403.5.1 HEATED SERVICE HOT HATER(5HW) CIRCULATION O 1= O Imo'ONT E:LE:V'AT I ON 5YSTEM: Not In project. O I- AREA � A a R403.6 MECHANICAL VENTILATION: ERV continuous SCALE: 1/4 = 1 ft ventilation l"tE. Tl"�LLE• ventilation system specified In the plans exceeds the O p z minimum efficacy of 1.2 cfm/watt. i Q IL R403.1 HVAC EQUIPMENT: 51zed in accordance Hith AGCA O Manual J and Manual 5. FIRST FLOOR 10(oc7 s R403.8 MULTIPLE DWELLING SYSTEMS: Not appl lcobleO O Y �-- IL SECOND FLOOR 1,111,7 sf R403A SNOW MELT: Not in project. — U 4 < 0 Q GARAGE 586 sf R403.10 POOLS AN 5PA5= Not in project. ,I ' 1 j P IZ WU Z 8403.11 PORTABLE SPAS= Not In project. L 1 U� BASEMENT 1,61,78 sf R404 LIGHTING: Builder to Install high-efflclency lamps In at v I- (L V Z PORCH 175 sf least cIO% of permanently installed fixtures. 1_ Q< <X -- TOTAL LIVING SPACE 2,848 sf R405 51MULATED PERFORMANCE ALTERNATIVE: This method was I— used to show compliance with the Energy Code. REM/Rote Q Ul software was used to model the building performoice - see F- N CONDITIONED FLOOR AREA 4,546 sf 2020 IECG Energy Cost Compliance report provided with _ (INCLUDES BASEMENT) Permit Application. REScheck was used to model the building V_ INFILTRATION VOLUME 48,550 Gf performance based on national standards - see RECcheck W Gom (lance Certificate and Inspection Checklist provided with IL (INCLUDES ATTIC 4 BASEMENT) Perm t Application. p p Q � ~ O u.. � m INDEX TO I7RAV I NOS J DRAWING No. COVER 4 ELEVATION A-I DATE: FEBRUARY 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS HALL BRACING PLAN A-6 ROOF PLAN A-1 SECTIONS 4 DETAILS A-8 DRAWING NUMBER NOTES A-1,1 TJI-DETAILS A-10 A - 1 Z O v z 111 111111 Il H III O v O w O � � z � Q hill - - - - - - - - - - - - - - - - - - - - - - - - - - - c�'r 1111111 ilb 1111 11 All l� I 1 11 HI Hill 111fil WITH III Ili iiiii ITILILUJI-iLL-11 IIITII 11 IT ii I—H. Lu ul Q i 1N4_1 1.� I Wm � � Z Z <� � Zw- tet- O -Iw REAR L VT I ONWo (v ?- < F O Z SCALE: 1/4 1 ft (Y z Lu O z dJz a ' vW ® O -1 -,o Q o> �d �c Q < Q 12 r i DEQ. VEREO FEB 2 2 2021 o ci Lo 0 0 r 00 t - - - - - -� - - - - - - - - - - - - - - a� - - - - -- - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - � 12 O Orn 4r— —Ili 1 11 HH fill it , %Z v �- -- IL Lu Lu z J El E3 EE El- 12 EE E3 E3- z 0 El L-.j Lj = = El OL 7- < <1 El E:]-= El El - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - u - � w -- = IL 0 El o LuIL >r � m O DATE: FEBRUARY 2021 S 1 DE ELEVATION S 117E ELEVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A - 2 2x8 [UG3B] P.T. LEDGER 235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENER5 PER z [R50-1.21 GALV. LAG 5GREW5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE [Rg05.2.67 � O 75-O No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER> 4:12 1 "' 2-O 3-6 SELF-ADHERING POLYMER-MODIFIED Z V 0 BITUMEN ICE SHIELD BARRIER [Rg05.1.2] 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V 11 1 36 INSIDE EXTERIOR WALL LINE FOR > 8:1'2 SLOPES a V/ 15.-0., 4-6 5-6 14'-O' 6-6 8-O I/2" STRUCTURAL PANEL SHEATHING [R803.2] � __ W A P.G. FTG R-39 GL05ED-CELL SPRAY FOAM (SPF) INSULATION LL A _ _ _ W A A-8 - - - SOLID WOOD BLOCKING z � �J -- ---{-O-}---Li - _ I(2) 2x8 P.T. GDR L DECK LATERAL G NNEGTION [R507.ci.2] 51MP50N DTT2p DECK INSTALL IAN MANU AGTURER'S SPECIFICATIONS CEILING J015T 0BASEMENT ENTRANCE STAIRS in t =8" REINFORCED CONCRETE RETAINING WALL [L ABO\/E (TYPICAL-3) #4 REBAR AT 12" ON-CENTER EACH WAY Q � DRIP EDGE [Ra05.2.8.5] STANDARD HOOK AND LAP INTO 16" x 8" P.G. OI N OFOOTING. 2" MIN REBAR GOVER 1x8 HOOD FASCIA - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - I/2" GYPSUM WALLBOARD I SOFFIT VENT - !1._ - - - - - - - - - I DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID 1�7.(eR J � 3°2° SLR �j` - - J - - - - - - - - - - - �- - - - - - - - --- - - - - - - - 3020 SLR I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER - - - - - - - - - -- - - - - r - - - 0 1 MANUFACTURER'S INSTRUCTIONS FOR HIIGH-WIND I I I AREAS AND TO RESIST A MINIMUM 28 psf = I I IOP (EXPOSURE OAG)D.r 36" H ND I GONG PLAT AND STEPS EMERGENCY ESCAPE ff (2)-1.-75x11.875 (EXPOSURE B) OR 40 psf ~ LVL GDR I I I LL N I R SE 5 - 0I RESCUE OPENING [R310] (ENGINEERED DE510N) WW DR4YNELL I I r - - - -I O r - - - , r - - - , r - ---I I 1 1Y - - - - - - - - - - - - - - - - - - - - --I L - - - - - - - - 3°68 I I N I I I I I I �- - v PLASTIC HOUSENRAP INSTALLED OVER FOAM -- -- I - i______: --� -- + - -+ - - r__ - -- f - _: -+ -- - u� INSULATION. INSTALL AND TAPE ALL SEAM5 PER _ - _ _ _ - -- - - - - - - J - I Q Q LU 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R-703.2] F 7 r i 7'-4 I I 7-6 I I 7 6 I I 7-6 1 I 7-4 I _j R-15 UNFAGED FIBERGLASS BATT INSULATION L - _ - J L - - - J L - _ J L - --J I I y Q R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O J i a� 2x8 PLATFORM I I t1 Q - 1/2„ GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NI5 _ Q I 3/411 BASEMENT I I - - - O^ 19 R-13 2' CLOSED-CELL SPF INSULATION PENETRATION; NAILS WITH A MINIMUM RI PENETRATION;SPACED 12 O.G. PERIMETER AND CO I 4 P.G. SLAB I l4 }{N x= N 16" O.G. FIELD. tp I I I I 5T IN SECOND o N I O I $ FLOOR PLATFORM(ALSO AT RIM i- NOT 5HOWW I/2" STRUCTURAL PANEL SHEATHING I4 I I I I NOTE: _ of N I I HOLDDOWNS ARE A-1 -1 N Q 1 tY GAS WATER HEATER 3/4 STRUCTURAL PANEL SUBFLOOR 2x 50LE PLATE ( I o n I I I I NOT REQUIRED FOR Q � Q 1� A. O. SMITH I w z 5 THIS PROJECT. N ( 1 o GPVT 50 20o I CAPACITY - 50 gal I I , Q 2x BAND JOIST O MW I I I I IU C� x w 1 I L I - N N 2x6 PRESERVATIVE TREATEDIIISILL [UG2] dJ ( 14 ( I N I lZ I 1 FLOOR JOISTS I I I I COPPER TERMITE SHIELD I I I I O POST I N I I (2)-1.-75x11.875 LVL ABOVE GDR _ _ _ _ _ Q I AI II _ OVER SILL SEAL u_< I I I (ENGINEERED DESIGN) 2x6'FJrt p p I I DOUBLE FRAME r - - , I I r - _ _ r _ _ -, r _ _I_ I I AT 1� 6I e /� EXTEND 51DING TO WITHIN 12" OF FINAL AT STAIRS I I = I = HOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS [R403.1.6] UNEXCAVATED -- -- -I- --I -- -- -+--=-- _-- ---I--- - - - -- -� - -'-- "I - --'�'�- '-= -- -- m MINIMUM Y2° d1a. ANCHOR BOLTS 5PAGED NOT N GREATER THAN 6 FEET ON-GENTER EMBEDDED NOT LE55 THAN -7" INTO CONCRETE OR GROUTED FINISH GRADE BEAM POGKET L - - J I I L _ _ J L - _J _ _J- J I CELLS OF CONCRETE MASONRY UNITS. THE z `,• 1 (TMP-6) 10'-0" 7'-6" 7'-0" 6'-10" I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND 1 o z I WA5HER SHALL BE TIGHTENED ON EACH ANCHOR +�- N = (Y I BOLT. THERE SHALL BE NOT FEWER THAN TWO z M H XO I 1 3-1/2"(P 5TL COLUMN 3-1/2"(P 5TL COLUMN I Q I - BOLTS PER PLATE SECTION WITH ONE BOLT -� ((n�om m W -1 z I I 4"x12"xl/2" TOP PLATE Q r 4"x12"A/2" TOP PLATE I I I LOCATED NOT MORE THAN 12 INGHES OR LE55 z I- N v l V LU z m ? z 0.W1 z I I 12"x12"x3/4" BASE PLATE 12"x12"x3/4" BASE PLATE Q I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH E:_ t z z - z ON 4'-0" x 4'-0" x 14" DEEP P.G. FTG. ti ON 3'-O"x3'-O"x12" DEEP P.G.FTG. I Q I I END OF THE PLATE SECTION. WALLS 24 INCHES p w •• } z -1 O J W O 1 1 w/(6)-#4 REBAR EACH NAY O w/(3)-#4 REBAR EACH IWAY P05T I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT 2 Q o ? Z W �- 3" GOVER FROM BOTTOM x (TYPICAL-10) ABOVE -� I N FEWER THAN ONE ANCHOR BOLT LOCATED IN THE "" Q ,"" 0) r O Z Q I I N L NII CENTER THIRD OF THE PLATE SECTION AND . J J lK 1 1 1 O z w g I I (2)-I.-75x11.8-75 LVL GDR w o l i I I SHALL BE ATTACHED To ADJACENT WALL Q V va z lK LU W r O (ENGINEERED DESIGN) (i N PANELS AT CORNERS AS SHOWN IN ITEM 9 OF N v V >. a I I r - - - r - - i_ -1 m I 1 I O TABLE R602.3(I). -0 J W '"'' -1 1 ® 0 I ---- I I I~ I I I R-11 BASEMENT WALL BLANKET INSULATION �p Q�(Y O � J m < X Q CL � 0 w (L O } �d J zoo- OOC � I I - _ __ _.___._. __ _. _ - I 6'-l0° I I 7'-0" ( 6'-10" I 1 J o° � o z0 Q Q - - - - - - - - - - � L _ - -J L - -I- J 1 P.G. FOUNDATION WALL �p z J I CONTINUOUS HORIZONTAL REINFORGEMENT: ONE No. 4 ~r O 0. -N I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J m I I I I o I I BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY LLLL POST I AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ _ Z `I 1 DEGK I 2x8 [UG3B] P.T. LEDGER ABOVE - I I STORY [TABLE R404.1.2(I)] O y - - - - - - - - - - - -� - - O ABOVE I 1/2"(P x 4" GALV. LAG 5GREN5 AT 16" O.G. 1 Q I I - EXPAN51ON JOINT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STAGGERED [R5O-7.G] I - r - - - - - - - - -- - = I o I o x - ( I 1 I 4" P.G. FLOOR SLAB N Q I I 8" P.G. FOUNDATION 5TEMNALL UPON x DEEP CONTINUOUS P.G. FOOTING i N i I �,Fr+'•'"`'E?t7=-F, POURED OUND15TURB D 501L [R403.1]LJ __ _ _ (5 MIL POLYETHYLENE y ff'; (2)-2x10 P.T. GDR CONTINUOUS UNDER STEMWALL f - - - - - P.G. FTO- - - - T)'F I GAL NAL.L. SECTION �`�' L - - - - - - - - - - - - - SCALE: NTS A A-b ®El:,VERED FEB 2 2 2021 2" 2„ o -a r 22'-8" l'-4" 13'-0" 10'-0" 22'-0" 0 Q O � d�- 75'-0" N 4"x4" [UG4B]PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON O LL 12"<P x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2,)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM Q 3 0 MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) U I7�T I O1� PLAN. (ENGINEERED DESIGN) �p �I F O I SCALE: 1/4" = 1 ft Ar V z P (A < o O STRUCTURAL DESIGN NOTE QC In accordance with the 2020 R0NY5; structural Q 4 WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and D_ x H No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and nL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS60 girders that: t- N 1 A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGOIN I) resist gravity loads, and V J vI B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGOIN �L LL O C PELLA 250 SERIES 2-WIDE 64/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sq 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGOIN 2) are not contained in the prescriptive design Q W p ns rovisioof the 2020 RGNY5 IL O D PELLA 250 SERIES 3-WIDE 9-015-0 E1 31 1/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGOIN 1L E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGOINj dJ F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfi 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with to G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON AN51/AWG NDS-2015 with 2018 supplement. H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON I PELLA 250 SERIES 3-0/2-0 12 13/16"x 19 1/4" 1.70 sf 3.60 sf 1.70 sf 6.0 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 24" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON DATE: FEBRUARY 2021 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.1.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 L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THEIRMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNY5 TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPG INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in thelans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DE5ION." y A = 5 -7 Z O rr V 15'-O" Z 381-6. 51O 0 , CLOSED_CELL SPF 6 1_4" 10 W MAJESTIC QUARTZ 32 DIRECT VENT GAS FIREPLACE. Z ii INSULATE 8 AIR-SEAL ALL Z A WALLS, CEILING AND FLOOR OF ry GYPSUM BOARD THE CHASE. INSIDE WALL A-8 WOOD STEPS SURFACES SHALL BE < N F- 1�� i,1�1 CONTINUOUS BEAD OF , SHEETROGKED AND TAPED. `,I;�,� ';?. SEALANT WALL SHIELD AND GEILING 0 DEGK FIRE5TOP5 SHALL BE CAULKED GYPSUM BOARD WITH CAULK HAVING A 300° F 5/4x6 DECKING # MINIMUM CONTINUOUS EXPOSURE 1 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 75 x 14 LVL HDR RATING. COAXIAL VENT HAS 4 I INSTALL 2"0 VERTICAL SCHEDULE 80 PVC CONDUIT 13' LONG OUTSIDE COMBUSTION AIR lILKJ WALL LINE ABOVE CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 INTAKE. sI SEALANT OR GAPS AT EACH TERMINUS [E3802.3.2]. O O 2x6 GJ O O O O 5030 I6" O.C. CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW UNIT PERIMETER I I I 30610 SL 6°610 5LDR 30610 SL (0452 -__ ® I I I (2)-2x12 HDR 36 GUARD [R312.1] I I DW 1 I I 1 -------------------------- -- -- -- WINDOW UNIT - -------------------------- I �J ----�-------�-- I `' �----------- I v II (2)-1.15 x 11.815 LVL FLUSH HDR J I � I �0 < N II I x �b (billI — /� BASEMENT ENTRANCE I I N i'� NOTE: ei'-O" CEILING HEIGHT z1��1+++--- _ _ WALL LINE ABOVE_ DOWN -> I KITCHEN I THROUGHOUT FIRST STORY Q Ii (2)-1.15 x 11.815 LVL FLUSH HDR sCONTINUOUS MINIMAL PL TE Ht. 3'- F f LA E H . q'-I" A5F I I m i I I EXPANDING FOAM AT WINDOW j--I z ry II _- I -11 UNIT PERIMETER -r_ ---__----__---_ _- wl - - --J (2)-1.75 x 11.815 LVL FLUSH HDR I Q Q 12x6 GJ W o FAMILY ROOM 23'-4 1/2" 1'-0 1/2" ® p wtY o I in I I I r----� LL dd m 3 I/2" m O Q I I Q _J I w l i ® - 20 cfm CONT. cv `f 5ANDHIGH FJ BETWEEN (4) RR !> I I z > In I N TO ERV USE (3)-3/4" x 12" THROUGH BOLTS ( -i _ = I- Q W N w I 1 6 I } - i I Z O I I I 'n _ 11 m A (MI505.4] i T CONNECTION I dJ o I I t> r q CONTINUOUS BEAD OF 1 = w m i' SEALANT ---------------� `o -I I t- ~ I -� �' 4_3 xl Q I[J X11 I - u I — I! u� 'n u�I Z I I o PLYWOOD SHEATHING UNDER � Q �I - I--J I I1z IGYPSUM BOARD FOR HSP I} -1 i I I - GYPSUM BOARD 1 BRACED HALL LINE 1 SMOKE ✓€ G.O. Q Q I I- � I 0 I i x u� I UBLE LVL H Q r_-- -- I F � I I I 1 DETECTOR(TYP) ! N i' _ �I 1 7 OARAOE 1 1 ' r = Pro I TECHNOLOGIES PDR - N I O I 5" P.G. SLAB x f- I I 'n ' CONTINUOUS BEAD OF I x L 1 0 i 1'-3 1/2" Q� Q L_-__J I m MODEL T105 POST ' CD � � In I, ADHESIVE N I i x PITCHED TO DOOR 3 ' - 11 i- --- ;n PROGRAMMABLE 7 246"' m M 0 CONTINUOUS BEAD OF THERMOSTAT i N SEALANT cV �I I HALL LINE ABOVE—i 2868 a a N 25 cfr ONT. I q-5 I/2 PODN ' o 'I 3 - ' I 5ELF-GLO5INO 20-min i) 2 6 1" x 1" PSL COLUMN - —- - - - - - -- ---- ----- -- O NO � TO ERV I N v _ - --- _-------_----.---__._-_-- m 1 I F.R. DOOR [R3o2.5.1] (2)-1.15 x 11.815 LVL - a e - 2" OL05ED-GELL SPF I 1 FLUSH HDR h [MI505.4] I It 246e 2 6 Q I ---------------J = - N z I 2x6 GJ — / G. _1 - - - _ . - - - - - (3)_175 x 11.815 LVL FLUSH HDR-- -—----------—----_— - � 4'-8" u- O I 16" o.c. u1 t 1 N m N (3)-1.15 x 16 LVL DROP HDR 34 LONG , m p i +, I=1 O cV (ENGINEERED DESIGN) d j 2'- 3/4" �\ -- BATHN I x O It ~ V I - Iii I� UJ tO — I ---------------1 INTERIOR GARAGE HALLS: a GL 11 PLYWOOD SHEATHING UNDE I= �J Z I ju Z CONTINUOUS BEAD OF 1 R-I5 BATT INSULATION I �9 = u Gl�f?5UM BOARD FOR W51' = (2)-2x10 DOOR HEADER in I Z LK- k' I�- I 't 0 'I i 4 e r I I 20 cfm CONT. )- 'd ,� SEALANT I Y2" GYPSUM BOARD N , J \BRACED HALL,JNE -1 I N BEARING WALLS AS SHOHN 2 6 c1J I '1 TO ERV !n — — -I T O -1 u „) ( I I , -: :o v } 1 , - (TYPICAL-3) 1 f i� \ - d� Z W VVI I' GYPSUM BOARD I N I 2x 10 STUD' WALL AT 24 O.G. I v J- GARAGE GEILING: �' L_ _ Ll 1 _ HVAC R.A.G.CHASE o u� �� ' [MI505.4] t Z o I I Y2" GYPSUM BOARD 'N 2' 3° Q o I FOYER o Z � O z Z I s. I J (TABLE R302.6] i m I— =I OPEN TO ABOVE - o r Q p— r 0111 iv aJ I I o m Q x 1 ' F 0 N < jV ® 0 4 a , P05T .� CONTINUOUS BEAD OF dJ N I O - DI VINO ROOM LL '- MASTER BR SUITE I DN DOUBLE LYL HD E J O j OL x L PLYWOOD SHEATHING UNDER 2 6 cy N 1l� (�/ I �,I GYPSUM BOARD FOR HSP N I -__- ---__ 0 !L' O O m d Q J-K- SEALANT ( I BRACED HALL LINE I j� O Ii i �\ \ IL � � ry O �� ` Q I 3 1/2' 12'-5" >n ` I ,' IO'-3 1/2" ` iI CONTINUOUS MINIMAL 1 (2)-1.15 x 11.815 LVL FJ Z 4; EXPANDING FOAM AT WINDOW ' I v UNDER SECOND STORY WALL PANTRY ' - N < Q I �p , O PLYHOOD SHEATHING UNDER -1 UNIT PERIMETER �D I x ' GYPSUM BOARD FOR W5P 1 4 BRACED HALL LINE m I N HEAT DETECTOR in II r m O ABOVE SHOWER ' / - ------- WALL LINE ---------- ----J r ! HINDOH UNIT (OR = N 306"/(2)-106" 5L _ 14 WEATHER-PROOF DOOR) LEG. PANEL 22'-I" m TYPIGAL BEARING HALL (SHADED) _i __ (2)-1.15 x 11.815 LVL FLUSH HDR P05T DN N sI iv m -------------- HALL -- - - ---------- HALL LINE ABOVE ---------- m £� O 3°5° O 3°5 5 x 11.815 LVL HDR E 2x6 GJ - o - (2=1.T - --- ' I6" o.c. r•"••�•rr'••. I � CONTINUOUS MINIMAL ao5o PORCH 4 " ,,.r``' *' tb EXPANDING FOAM AT WINDOW D p 1 2 6 Q . 4 �.• ' ` =iQe.' p UNIT PERIMETER 0 5/4x6 DEGKING W.I.G. '. *."v" ....... cv 3 1/2" 3 1/2" X` PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR t ,q,,►g=:%fir.! At , r:; t 14'-5" 6'-8 1/2.. t FUTURE SOLAR ELECTRIC INSTALLATION (TI03A] :� 1 x 1 FINII5HED COLUMN I 1$ I �- 6x6 P.T.PcOST / �,�; _•'�" o ; ! «` f PLATE Ht. 5'-5" ASF PLATE Ht. 9'-I A5F (TYP-3) (2)-1.15 x 11.8-75 LVL HDR 3 � ) t,;•� CONTINUO I' SEALANT BEAD OF - - - -- - — -- -- - - - - '105° ��'� .i „' d3„f,"sG•"��"h f (2)-2x12 P.T. HDR i WOOD 5TEP5 GYPSUM BOARD D ._iVERED FEB 2 2 2021 - CONTINUOUS BEAD OF �i ADHESIVE 6'-4" 10'-O" 6'-4" 6'-6" 6'-6" 1'-6" 14'-6" SEALANT BEAD OF 22'-8" 1'-4" 13'-O" 10'-0" 22'-O" Q O r 2" CLOSED-GELL 5PF � r OO t- Ix m 0o O � -{ CONTINUOUS SILL SEALER - l\ Z O ;I FULL HIDTH OF SILL — v LL 1- N O � j FOUNDATION WALL i CONCRETE SLAB O v < ~ O II '�I FIRST FLOOR PLAN STRUCTURAL DESIGN NOTE � W � � � SCALE: I/4" = I ft � a k v In accordance with the 2020 RGNYS; structural << , elements such as engineered wood, steel and \, steel/wood composite columns beams headers andOL ~ —� girders that: 0 \ In U I) resist gravity loads, and �� 2) are not contained in the prescriptive design O 1u O provisions of the 2020 RGNYS L � O NOTE: IT 15 THE INTENT TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED HITH THE 2 THERMAL ENVELOPE. TH15 DETAIL SHOWS were designed in accordance wllth �. TYPICAL METHODS OF AIR-SEALING U51NG ANSI/AWG NDS-2018 with 2018 suppllement. O VARIOUS BUILDING ELEMENTS, APPROVED Structural elements such as walls and fenestration ADHESIVES A.ND SEALANTS. FRAMING GONFIGURATION5 NOT SHOWN, SUCH AS CANTILEVERS AND STAIRWELLS,SHALL BE that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: FEBRUARY 2021 I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN I �_ �I I�O � T I�S were designed in accordance with ASCE 7-16 wind SCALE: ,E) = I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans they are — annotated "ENGINEERED DEVON." 44 A A-8 Z O H v 49'-60" Z 12-8" 3'-O" 7'-4" 3'-4" v 3'-9 3/4 14'-2 1/4 b-4 6-4" LL ------------- p ZO I I I I I I O I I Q c� I I I I -----�- ---------------- -iL--------------------------------------- HALL # l� ------------------- ---------------- j LINE BELOW G _ 6452 HAZARD GLA INC [R308.4] 0 O I O 1 �I I �I I O WI i zl �p 2x6 GJ AT 16" o.c. 404 G _J it J I 4040- PIG (2)-175 x 11875 LVL FL HDR ---------------------------------------- -- -------------- -- ---- . . M BATH -- r l'-0 1/2" (ENGINEERED DESIGN) m 8'-O" G Ht DOUBLE WALL STUDS - 3 I/2" 3 I/2" N BEDROOM 4 Q 3'-3 I Ll 3h. 1/ i m cv 2x8 PLATFORM -- W.I.G. - 8'-0"G Ht m 1Z oo I I Q 20 cfm CONT. N N I BATH I < To ERV f Z�_ [MI505.4] N --- O I = 7 I 2468 121 m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I" I "r N 5-10 LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- 20 cfm CONT. 4'-2 1/2" I INSTALL ERV UNIT IN CONDITIONED ATTIC. I I ----� Pro I TECHNOLOGIES co I TO ERV = = Q MODEL T705 I ________ DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I z z i [MI505.4] Q, v PROGRAMMABLE 1 m 1 IL =I I= Q I m m THERMOSTAT I 2e'65 ---------7 ---I----- I N `fl `fl N I N I SHOWER j HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Q m Im I---_-- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. $N --------- 2468 2868 —-- _ �u LIN 36" GUARD[R312.1] _ _ _ N STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS r Q m — — — 46e r / _ C0 0 286a SLOPED GEILING , I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 Q v0 7 A.G. RTURN ------------------------- --- I I I HVAG EQUIPMENT IN ATTIC J m SMOKE b G.O. HALL 1 (2)-2x10 DOOR HEADER 1 cV FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELIcIbUHO70XE36B SLOPED x I L_— — — J DETECTOR (TYP) IN BEARING WALLS AS SHOWN o 1 I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. l i - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 GEILING HEATING GAP: 64,000 Btuh;AFUE = 96.1 — —� __(2)-1.75x11.875 LVL FLUSH HDR (TYPICAL-5) _ __ „ , -- �sr=��_y� �_ -___-_- � I _- -- ®POST UP - -- I � I J N ALL DUCTS INSULATED TO R-4.2 I N 2aba 2aba _-- - I TRIPLE GJ UNDER POST I �- INDOOR GOIL: LENNOX CH35-305+TDR BEARING WALL (ENGINEERED DESIGN) I RIGID INSUL ry �— — —� m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: OUTDOOR UNIT: LENNOX ML14XC1-036-23OC;AHRI 203374690 ON ATTIC - / - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM 12' x 12 AIR 36 GUARD[R3112.1] U I COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR S x m AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAW MANUFACTURER'S SPECIFICATIONS z TRANSFER GRILL i OO 21144 N LAUNDRY IN GEILING N i i Z V y zI z 2x10 STUD WALL AT 24" O.G. - w I N I w i +�- _ HVAG R.A.G. CHASE MASTER BR SUITE 2 r ; v i LU m W O H Q clHt TRAY GEILING W.I.G. DRYER EXHAUST DRYE WASHER O 6 Q '� [a I t0 Z IV 1 iv [MI502] m OPEN TO BELOW v Z W Z j F _ Q UJi 2x8 GJ AT 16" o.c. i N — Z Z Q�r dJ Z p� N BEDROOM 3 N 12" ABOVE PLATE , m r \ Q- z 6-0a,_011 w I - I/2" 8-O G Ht v m 3 I/2' 3 1),20 0 !'I '- r--'--------- 10'-O" 2 3 E J i-1 }- Z lei °�uiLU 31/2" OL > �� -\Da DOUBLE WALL STUDS I I I I - I I N cV i (2)-2x10 HDR N } Q 2668 12'-5" 51042 EYEBROW PIG --------------------------- > ---A ,(� N 4 Q SLOPED CEILING m �� v I Z p Q - -- (2)-1.75 x II.a75 LVL HDR -_ �p O iV < -� HALL-LINE BELOW r (ENGINEERED DESIGN) m �1 L------------------------ BEL -------------------------J - E 2x6 GJ AT I6" o.c. m I O 6452 1 G I � — I ---- ------ PLATE HEIGHT I I 6452 9'-5" ABOVE SUBFLiIOOR I I i I � f I I AIR E AI 'iV'O NOTES T I I 4}R.FR L-----------------------WALL LINE BELOW ; <«•�wI•GQ�i+r� TABLE R402.4.1.1 -2024 ---------------- ----- ------- AIR BARRIER AND INSULATION •'�� `,` ��, y .�4t V^+ INSTALLATION INSULATION INSTALLATION --------------------------------i----------------------------- J 4:'�` �f",( `rt Ise , COMPONENff AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the L J building envelope. Air-permeable Insulation shall not be used as General requirements The exterior thermal envelope contains a a a sealing material. 7'-6�� t„ 2'-6" 3-D" 2021 continuous air barrier. D ,LIVERED �EB 2 2 Breaks or oints In the air barrier shall be sealed. The air harrier in any dropped cellinglsoffit shall be 10'-O" 15'-O" 5'-6" aligned wth the insulation and any gaps In the air Ceilin !attic barrier shall be sealed. The insulation in any dropped ceiling/soffit 49'-10" g shall be aligned with the air barrier. p Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. O O Cavities within corners and headers of frame The juncton of the foundation and sill plate shall be walls shall be insulated by completely filling O � sealed. the resistance of cavitya material having a thermal sE�0N� FLOOR FLAN O coff Walls The juncton of the top plate and the top of exterior 'Ai walls shal be sealed. Exteriorthermal envelope Insulation for SCALE: I/4" = I ft r from ed walls shall be installed in substantial Knee wals shall be sealed. contact and continuous alignment with the air O O barrier. Q Windows,skylights and doors The space between window/doorjambs and d) trJ- to framing,and skylights and framing shall be sealed. O W Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking. Floors Including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor from Ing cavity insulation � O Z and floors above garages. edge of Insulation. shall be in contactwith the top side of - x OQ N g g sheathing orcontinuous insulation Installed SOLAR READY 'C� p 13 on the underside of floor framing;and CERTIFICATE P IL extending from the bottom to the top of all v < p erimeter floor framing members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE LU luZ Crawl space walls covered with a Class I vapor retarder with Instead of floor insulation,shall be incorporated features at r V 1 overlapping olnts taped. perrn anently attached to the walls. the time of Initial In accordance with the 2020 RGNYS; structural Q < E- Duct shafts,utility penetrations,and flue shafts construction to enable the elements such as engineered wood, Steel and Shafts,penetrations opening to exterior or unconditioned space shall be _ sealed. Installation of solar steel/wood composite columns, beams, headers andj .L Batts to be installed in narrow cavities shall electric. girders that: I-- N O-- N Narrow cavities be cut to fit or narrow cavities shall be filled O p ^ N with insulation that on installation readily V conforms to the available cavi space. The solar-ready roof I� I) resist gravity loads, and v W Air sealing shall be provided between the garage Zone is shown on this a[U_ Garage separation and conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures Installed in the construction Ian excerpt O III��K p 2) are not contained In the prescriptive design p w Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and Is free of I provisions of the 2020 RGNYS � surface. and IC rated. G cti obstruons that would IL O O In exterior walls,batt insulation shall be cut limit placement of solar were dsigned in accordance with e neatlyto fit around wiring and plumbing or Plumbing and wiring Insulation that on Installation,readily panels. ANSI/AWG NDS-2018 with 2018 supplement. O conforms to available space,shall extend behind piping and wirin Plastic conduit for future Structural elements such as walls and fenestration The alrbarrier installed at exterior walls adjacent to electric wiring has been that: Exterior w alls adjacent to showers and tubs installed through walls at Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. Lo L shower or tub. The alrbarrier shall be installed behind electrical CONDUIT the locations shown to [::DATE: FEBRUARY 2021 Electricailphone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation I) resist wind loads, and boxes shall be installed. of wirin between the Hiring 2) are not contained In the prescriptive design 2nd FLOOR HVAC supply and return register boots that electric service panel and HVAC register boots penetrate building thermal envelope shall be sealed roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN to the subfloor,wall covering or ceiling penetrated ROOF ZONES by the boot. panels. Where required to be sealed,concealed fire were designed in accordance with ASCE 7-I6 wind sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or 11112=11 ww"_�q other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DE516N." A == 5 orceilin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TOCONTRACTOR TO AFFIX ABOVE CERTIFICATE TO HALLNEXT TOELECTRIC SERVICE PANELTO ELECTRIC SER1(IGE PANEL [TIO5.10] z O BWL A BWL B BNL G BNL D BWL E BWL E I „ , " , II , 8-6 12-8 � 111-411 �. 13-8 � 5-6II '-4" IL I I I ,. I o BWL I ----,---------r----- --- - --------- - ----� ==--- ,, i „ r-- --r--- Lu 12-211 , - I I IT _ z h 7 Cl 11 41 Oil I 1 a� BWL 2 - . --- j --- - - -- -- -- a \ 3'-10" A i I i'-10" i L 6'-6" 4' O" II'-2" o , ' m 1 I i BRACED WALL PANEL CALCULATIONS I; Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story O m 2 0 Numbered Lettered Wall Lines Wall Lines Comment - _ Exposure Category 1.00 1.00 Exposure B, 2-Sty --- Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only ----I -----\�----------- ------------- -_- Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3; 6 4'-6" I Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall Bracing Braced Wall 140 mph Wind Factor Total Bracing Line Method Line Spacing Required Total Required Length Status SEOON17 STOfi.Y BNL FLAN (ft) Bracing (ft) Bracing Provided (ft) 50ALE: 3116" = 1 ft 1 WSP 10.75 3.19 1.185 3.78 25.19 OK Z 2 GB 12.33 6.55 1.185 7.76 52.69 OK - 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK - p A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK lurr�� W m z B GB 10.58 5.76 1.458 8.40 17,67 OK V z'� w z C GB 12.00 6.40 1.458 9.33 23.00 OK Z Z <p K w D GB 12.50 6.63 1.458 9.67 25.42 OK m t� \ _ z w E GB 9.58 5.50 1.458 8.02 17.83 OK Q V l-" o)),-. r O F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK IL p W LU V LU BWL G BNL H BWL I BWL K Wind Adjustment Factors -Table R602.10.3 2 .18 O ly V) (Y 22'-5" 8'-7" 38'-3° 1 { ? {p nnO,, } < I -- --------- ( Lower Story 11� < 1) Garage Garage Dwelling Dwelling Numbered Lettered Numbered Lettered Comment 1--1 Exposure Category 1.00 1.00 1.00 1.00 Exposure B Z I I Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - ,I Story Height 0.98 0,98 1,01 1.01 9'-8" Gar; 10'-2" Dwelling 4-10 3-0 - 51-611 Number of Braced Wall Lines 1.00 1.00 1.60 1.60 2, 2 GAR; 5, 5 Dwelling r-71 Additional Hold Down BWL 4 Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA " •f T_ ! Wind Factor Total 0.970 0.970 1.6001.600 .• ^k ,e ev .. m I0 ca:4 li A A Braced Wall 130 m 3I'-o" I I I Braced Wall Bracing Wind Factor ;{ 'r7 _�Ja •. h Tota l Bracing p g ; Line Spacing Required Required Length Status BWL Line Method Total tV- -l?,� ,5 {ft) Bracing (ft) Bracing Provided (ft) , Garage BWL L ' 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK - DEL V FRED FEB 2 2 2021 II BWL G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK H WSP 22.42 5.48 0.970 5.32 6.00 OK PLYWOOD 5HEATH I NG UNDER WALLBOARD <- Dwelling D 4 CS_WSP 24.50 9.58 1.600 15.33 17.25 OK k --- ' C _WSP 6 GB 18.70 15.03 1.600 24.05 24.25 OK ° II 5 S WS 25 42 9 90 1 600 15 84 25 00 OK O i f m i 7 CS-WSP 28.67 11.03 1.600 17.65 18.00 OK I ! I I -------- _ OL BWL 6 - -- -':-- ----- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK O O �r-'� t; H WSP 8.585.00 1.600 8.00 15.58 OK 6z I GB 22.94 16.40 1.600 26.24 29.08 OK N n. J WSP 19.10 9.10 1.600 14.56 20.42 OK Q ~ CO i K WSP 20.00 9.50 1.600 15.20 20.08 OK p PLYWOOD SHEATHING V r O UNDER WALLBOARD ;' L CS-WSP 5.50 4.50 1.600 7.20 22.33 OK PLYWOOD SHEATHING I V Z O I UNDER WALLBOARD r_. Q IL � , o oW�_ z PLYWOOD 5HEATHING -- -- - .--_-- UNDER WALLBOARD I N ( OL -71-011 tu -�W I O BWLB - Oil DATE: FEBRUARY 2021 ___J'F-Z F1 22'-0" I I6'-3" I 5140" WALL BRACING PLAN FIRST STOfi.Y BV4L FLAN DRAWING NUMBER 50ALE: 3/16" = I ft A == & z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL o JOINT CONNECTIONSa,b,c,d,e,g GROUND SNOW LOAD (psi) z 20' 30 � RAFTER RAFTER _ W SPACING Roof span(feet) 0 SLOPE (inches) 12 120 128 136 112 120 1 28 136 IL Required number of 16d common t�I LU nails',b per heel joint splices,,d,e 0 a 12 4 6 8 10 4 6 8 11 z 3:12 16 5 8 10 13 5 8 11 14 24 7 11 15 19 7 11 16 21 Q N 12 3 5 6 8 3 5 6 8 0 Z 4:12 16 4 6 8 10 4 6 S 11 SOLAR-READY ZONE [7103.3] PROVIDE5 36" WIDE AGGES5 PATHWAYS 24 5 8 12 15 5 9 12 16 FROM EAVE TO RIDGE WHERE SHOWN } _ [R324.6]. THE 5OLAR-READY ZONE SHALLW 12 3 4 5 6 3 4 S 7 1K �— REMAIN CLEAR OF 0135TRUGTION5 5UGH AS 5:12 16 3 5 6 8 3 5 7 9 VENT5, ETG. [TIO3.4] (TYPICAL-2) 1 ROOF LINE 12 3 4 4 5 3 3 4 5 0 7:12 16 3 4 5 6 3 4 5 6 O WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 ATTIC, PATHWAY FOR 50LAR ELECTRIC, [TIO3.8] 12 3 3 4 4 3 3 3 4 INSTALL 2"(P VERTICAL 5GHEDULE 80 PVG ROOF BELOW '77_7 rs ROOF BELOW 13 oq =. ":':.,...,'.;'._....., 6 9:12 16 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALL5 TO ATTIG, WITH _ 9 tY TEMPORARY PLU05 OR GAPS AT EACH TERMINU5 %z 24 3 4 6 7 3 4 6 7 [E3b02.5.21. �j 1 42x10 RR AT 16" o.c. 2x10 RR AT I6" o.c 'i r j d E 12 3 3 3 3 3 3 3 3 o 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE .., ___� ____.._.._._-_ 24 3 4 4 5 3 3 4 6 - .J N • - '- For SI: 1 inch=254 mm1 foot=3048 mm pound WALL LINE ;,_.,. . _ �' , ,. � _ . , . � 1 p pier Q ' z square foot=0.0479 kPa. a 40d box nails shall permitted t bsubstituted • i � � � � � 1 _____ - � � � � i be perms e o e for 16d _ _ x6 RR common nails.h ---�-- — "------ �5��- -�w ; i A I6" o.c. b. Nailing requirements shall be permitted to be reduced 25 - ' 9�� `�i I __ percent if nails are clinched. 0 o j i Ji o - -- - i - �1 � � i � 1 `+ ' C. Heel joint connections are not required where the ridge is k - - supported by aload-bearing wall,header or ridge beam. Q ACCESS ROOF Q i, d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the i v !� ; I tabulated heel joint connection requirements shall be C) i X d x permitted to be reduce proportionally to the reduction in o ; cv -- -- -i �i ii %f cv / a : ppermi reduced lly - -' -- , - _,.W. ,..,,•- „- e. are required for cells g�joist _- ..•, Equivalent nailing patterns . .n .o. to ceiling joist lap splices. 0 f. Applies to roof live load of 20 psf or less. `\ ,,,..:...-., ... .. .... .... ... .....: ... ......... .... - - . .1.75 x 14 LVL STRUCTURAL RIDGE . .. // ;� : on requirements cv g. Tabulated heel joint connects assume Z V P05T RIDGE DOWN To BEARING WALL AT 12'-0" ON-CENTER OR LE55 that ceiling joists or rafter ties are located at the bottomO D1�- PosT DN g 2x12 RIDGE of the attics ace. Where ceiling joists or rafter ties are U) t- i _ 2x12 RIDGE p lY) V located higher in the attic,heel joint connectionDA (� m 10 J \ requirements shall be increased by the following factors: `-' z �1 AGGE55 ROOF I I' / �--EXTEND RIDGE TO — lU it 1 I BEARING WALL AT o d1 Z GARAGE ROOF BELOW -,�j � _ H�/HR Heel Joint Connection Adjustment Factor Q � �— �— i- 0 Z ALL VAULTED N i CEILINGS 1/3 1.5 J O Z dl Z DL NnOc ,, 1/4 1.33 AN QL� l d -J1l/5 1.25 =rm`0t00®X d 0- > d 1/6 1.2 ° 1/10 or less 1.11 Q X < uQJ Ln where: 1-1 g AGGE55 ROOF �k. } ry+ H Height of ceiling joists or rafter ties measured vertically Z N c g Y 2x6 RR AT I6" o.c. g _ � above the top of the rafter support walls. s: r a HR=Height of roof ridge measured vertically above the top of h f ll s' �n x a 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. _ the rafter support wall s. mr .. w.. ....,.,...,-_......,.,r.. r - - - ---- --j ti �� - __..•,,..:....,. ..,..•..,a,: - fj WALL LINE 2x10 RR AT I6 o.c. 2x10 RR AT 16o.c. pROOF LINE i r t ROOF LINE � ROOF BELOW PORCH ROOF BELOW x •• 1,�.' ., .�7 (�Rµ••,�`*,t;' d WALL LINE DE_IVERED FEB 2 2 2021 ROOF LINE � r ROOF PLAN Q � r SCALE: 1/4" = 1 ft O O z N U " - O STRUCTURAL DESIGN NOTE LU v W In accordance with the 2020 RGNY5; structural < Q v Z elements such as engineered wood, steel and Dx_ steel/wood composite columns, beams, headers and Q< girders that: 117- N 0) OI OL 1) resist gravity loads, and v w uLL O 2) are not contained in the prescriptive design p w provisions of the 2020 RGNY5 � 0 were designed in accordance wlth m AN51/AWG ND5-2018 with 2018 supplement. O Structural elements such as walls and fenestration that: DATE: FEBRUARY 2021 1) resist wind loads, and 2) are not contained in the prescriptive design provisions of the 2020 RGNY5 ROOF PLAN 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 DESIGN." A -7 ROOF ------------------------------------------------------ 2x EXTERIOR WALL I z I> o Im i v I - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - i 6CLOSE -GELLSPF INSULATION/- - - - - - - - - O STUD TO FLDOR JOIST V 51MP50N COIL STRAP p[ - ------------------}------- ---E------------------------------------------I---{---------------------------------------------------------------- -------------------------------------------------------y (4)-Bd NAILS AT EACH END O LL CEILING LAUNDRY I I I FAMILY BATH �_ I - - - - MASTER BATH I j 2x SOLID BLOCK f AIR-SEAL BETWEEN FJ Q _ - '- - - - - - - - - I 2x RIM BOARD W i r- - - - I I — 1 - - - - -1 -1 I , >I I I > � — > I >I ( I ?I > I > I > I > I z N ;n I in l I CANTILEVERED FLOOR JOIST - I - WG WASHER I I I I LAV. � I I LAV. I LAV. I i I I �' c� OSB 8 VINYL SOFFIT p N TUB I I TUB I I I 1LI I FLOOR JOIST TO WALL: SHOWER I 51MP50N H2;(5)-8d NAILS TO FJ e (5)-8d NAILS TO STUD _ 2nd FLOOR 2x EXTERIOR WALL I I a ALTERNATE WHERE FJ/STUD MISALIGNS: ----------------------------------------------------------- FLOOR JOIST TO PLATES: -------------- 211 W ---�---�------- Z W --- 311 ---------- ------- -------- I-I/2-W-I--- ----------- I-I/2 W--- I-I/2 W 2 W --- 3' W -- 2 W I � I I I G.O. 211 W 3" W I I G.O. I 2" W 311 y� I I SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O--------------------------- ------------�--- - 2 W I PLATES H STUD: --------------------------------------------------- ------ --------------------- -----------------------------------� 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD Z CEILING l2x CEILING JOISTS AT 16- - - - - - KITCHEN _.- - - - - - - - - - - - - - - POWDER - - - - BATH I 2x ROOF RAFTERS AT 160 O.G. - - `- - - - - - - - - I 1 - - USE (GALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM >I �I I �I I �� 1 -1 i DETAIL_ AT FLOOR2xO.G. _ _I _I I i �-/ KIT SINK I Lu I GANT I L EVERS SETE3AGi<S USE (JOIN NAILS CRAFTER IWC I WG I i HEEL JOINT CONNECTION LAV. LAV. I ' 50ALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) iv DW cn m I UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS j 12" O.G. STAGGERED ALONG LENGTH I SHOWER 1st FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD --------------------- -------- ----- ---------------------------------------------- -------------- ------- --------- --- -----------------� 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: 6518 GALV. COIL STRAP G.O. 211 H G.O. 21" W 3" W G.O. 2" W 311 W I USE (2) AT EACH POST, TOP $ BOTTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ------------------------------------------------------------------ ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS CEILING 4" W 11 (2)-No. 8 WOOD 5GREW5 AT G.O. 2 -8d THREADED NAILS OR 4 W r .I I - -11F.A.1. EACH SUPPORTING MEMBER 4x4 WOOD COLUMN 4 � UG313 PRESERVATIVE TREATED I [R507.7] REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS U63B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROW5 OF IOd NAILS FL.UMB I NO RISER D I AORAM / UG3B PRESERVATIVE TREATED JJ 16" O.G. ALONG EACH EDGE [R507.5] _/ I I SCALE: NT5 HOUSE TRAP TO APPROVED i SANITARY 5Y5TEM GRADE 4x4 WOOD P05T BASEMENT FLOORI I UG313 PRESERVATIVE TREATED ------------------------------------------------------- ------------------------------------------------------------------------ ------------- PB44 HOT-DIPPED GALV. POST BASE ANCHOR 11 1 m W O W In z IV 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 1�--1 : z IT 111 z VERTICAL REBAR ON }- Q t} d�Z — -1lT OJW 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE Q Iv �- 1- O Z TYPICAL ROOF R-3q BOTTOM J1� z1' t ul Q z W ASPHALT ROOF SHINGLE5 OVER 15# FELT OVER Lu > IY W d3@ () �" STRUCTURAL PANEL SHEATHING OVER Q ^OV 2x10 RAFTERS AT 160 O.G. TYF I GAL_ FORG�H DETAIL. p } d R- 3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) Q 1.75 x 14 LVL STRUCTURAL RIDGE WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS �/ ry 4 (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316b] z D R I DO E TENSION 57RA ': 12 (� 1 WRAP STRAP OVER RAFTER 8 Z (3) 10—d COMMON NAILS AT EACH END OF STRAP I � "li`li liilli ii i'r`ii 11ili`li III'Itl I I itl i I Id ii I'i'i I I 11 1L 11J-L 11 1L111L-ul-L 1L 11 I I 1 I I I I I I I I 2x4 COLLAR TIE AT 48" O.G. (OPTIONAL) GABLE WALL INSULATION I �.�' CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 I - MT530G STRAP-TIE CAVITYJ� .•""g"`"((y"''" ]f" ':r a� : R-13 2 SPF 2" SOLID EACH RAFTER SEALED ATTIC (INDIi��GTLY CONDITIONED) �,• (BEYOND SECTION) WOOD BLOCKING 2x6 GJ AT 16" O.G. SMOKE It G.O. O ®DETECTOR IN ATTIC 11/4 WIDE 20 OUAOE GALVANIZED STEEL STRAP ,i;".;Ay+., � RAFTr- TO STUD • EACH SIDE OF WINDOW AND r,. `" •••°�•" �`: NOLOCATED N THE ATTIG, 1/2" GYPSUM I_p DOOR OPENINGS. INSTALL WRAP STRAP OVER RAFTER TYPICAL EXTERIOR WALL R-20 I II 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP (4) 5—d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. DE IVERCD FEB 2 2 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW !1 TAW MANUFACTURER'S SPECIFICATION R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION z BOTTOM OF HEADER OVER 1/2" STRUCTURAL PANEL SHEATHING CS-HSP N - R-13 2" CLOSED-GELL r Q w SPF AT RIM J015T HALL w LAUNDRY W.I.G. IN N O 0 BEYOND SECTION J (2)-1.75 x 11.875 LVL A " !� DOUBLE-FRAMED ~ O STAIRWELL (TYP) 3/4" 5UBFLOOR ry OIL n " N 11.875 TJI-560 FJ AT I6" O.G. 0 TYPICAL INTERIOR WALL N I I Z 2x4 STUDS AT I6" O.G. I I (3)-1.75 x 11.875 1/2" GYPSUM Q NAL_L_ STUD TO NAL.L_ STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I ( LVL FL HDR BOARD FINISH � G i v r STRAP OVER OR UNDER 5HEATHIN5 Y2" GYPSUM WALLBOARD ON BOTH SIDES ■(1 O v = O (4) 8—d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a Ist FLOOR PLATFORM WOOD FLOORING OVER R-13 2' CLOSED-GELL STENSION STRAP''I NO RPF AT RIM JOIST 3 a O Q - 3/4" PLYWOOD SUBFLOO � 2 x 10 FLOOR JOISTS AT 16" O.G. I I d� I^I /�` O O GRO55 BRIDGING AT MIDSPAN T Y `p L.L. O� N I NL/� O O �- Q O SILL CONSTRUCTION: 1/2" GYPSUM I I HALL PANTRY SCALE: NTS -1 Z Lu 2x6 P.T. 003B) SILL ON TERMITE SHIELD BOARD ON SILL SEAL WITH I/2" ANCHOR BOLTS FINISH (SEE TYPICAL WALL DETAIL) STAIRS INISHED FLOOR17 t- W 4 < -` �T (2)-1.75 x 11.875 INISHED GRADE V W STUD TO S I L.L. FL_ATE : FINISH GRADE LVL GIRDER �WRAP STRAP UNDER SILL PLATE PER GORE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAG 56REW5 S BASEMENT O 0 pOr_ (6) 5—d COMMON NAILS AT EACH END OF STRAP JIL 2x8 PLAT Lu _' O ND I REGTLY GOND I TI ONED) _ ti- SEE O WIND COMPLIANCE PATHWAY NOTES ON SHEET Q ' o N t- FULL HEIGHT R-II BLANKET WALL O O INSULATION AS MANUFACTURED BY m C . .A , GERTAINTEED CORP. ASTM E54 MAX. "4 n • " . cv FLAME SPREAD INDEX `; 25 I/2GYPSUM BOARD - MAX. SMOKE DEVELOPED INDEX 50 FINISH m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 ECTIONS t 8" POURED CONCRETE FOUNDATION STEM WALL 36" x 36" x 12" DEEP P.G. FOOTING SDETAILS w/(3)-#4 REBAR E.W. UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING H I O H-lel I ND UPLIFT STRAFF I NO MINIMUM 3'-0" BELOW GRADE SCALE: NTS D G BER SECTION � _ NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x :20 GAGE (51MP50N 0520 COILED STRAP). SCALE: 1/4" = I ft STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES .,> and publications Incorporated by reference therein. Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 R105.2 BUILDING PERMIT. A building permit shall be Issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents sFiall be kept on-site FLOOD until project completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hcizards.otcounril.or FOR THE PROJECT LOCATION: p p Speed Topographic Special wind Windborne HAZARDS p 9 N LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00310 W 72.5665° THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Z WIND DF-51ON15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CON5TRUGTION filed with The State Education Department entitling D'Amoro 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide rofessional engineering services. However,the Designer has p � MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering,responsible t i iO supervision nor inspection,and therefore is not res 8301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH p Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE 14 NYGRR PART 1265. for work performance of the builder. The builder shall Q " '. immediately notify Designer, in wilting, If there 15 any UJ Elevation Latitude heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan 60 ft 41° North 15° 99% outdoor DB 85° 1%outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R5OI.2(3)] dimensions,especially with regard to existing construction. Z N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof Daily range 83012.1 WIND DESIGN: In accordance with Figure R3012(5)B, wind N span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] design is not required. This building Is designed In p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf 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 = 80 plf UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 8301.2.1.2 PROTECTION OF OPENINGS: This building In not located Q In a Wndborne Debris Region. c� OF ALL BRACED WALL PANELS [8602.3.5]. R301.2.4 FLOODPLAIN: This building Is not located in a flood hazard area. } _ , 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 8301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-'I) and NUMBER AND TYPE NUMBER AND TYPE SPACING` OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b SPACING AND LOCATION IT DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL a,h design corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENERa, DESCRIPTION OF FASTENER AND LENGTH Intermediate account for unbalanced load conditions. THICKNESS orches Edges Roof Floor (inches) (inches) support (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on plans are nominal sizes. 4-8d box(2 YZ"x 0.113"); or 4-8d box(2%"x 0.113");or (inches) these P Engineered wood dimensions 3-8d common(2%"x 0.131");or 3-8d common(2 Y2"x 0.131");or Wood structural panels,subfloor,roofs 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 3-1 Od box(3"x 0.128"); or Toe nail 21 Joist to sell,top plate or girder 3-1 Od box(3"x 0.128");or Toe nail Staple 15 ga. 1 a 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails t t projections shall be located at least 5 feet from lot Innes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 8d box(2%"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 Y4 3 6 4-8d box(2�" x 0.113");or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2 Y2"x 0.131" • or Rim joist,band joist or blocking to sill or top plate 8d common(2 Y2"x 0.131")• or 0.113 Nail 2 3 6 WALL5 AND GEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( )� Per joist,toe nail 22 roof applications also " '+ i9 5 Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a 5DI = 0 (req'd max. 3-1 Od box(3"x 0.128");or ( PP ) l Od 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% 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3"x 0.128"); or 3-8d box(2%"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 Y2'x 0.162");or Face nail 2-8d common(2 Y2"x 0.131");or 23 s Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128");or Face nail /2 and/ surfaces shall have a F51 25 and a SDI s 450. See plans R802.5.1(9)] 4-3"x 0.131") 0.097-0.099 Nail 2% 4 8 for exposed Insulation values. Ceiling joist attached to parallel rafter(heel joint) 2 staples, I"crown, 16 ga., 1 %4" long Staple 16 ga. 2 4 8 8302.11 FIRE BLOCKING: Use approved material to frreblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail „ 3-16d box(3%" x 0.135");or Staple 14 ga. 2% 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder „ Blind and face nail 2-16d common 3/ x 0.162 � where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail /4 3 6 3-16d box(3 Y2' x 0.135")• or At each bearing,face nail 1 Staple 15 ga. 2% 4 8 R302.12 DRAFTSTOPPING: Not needed for this project. 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) � 5 Collar tie to rafter, face nail or 1 %" x 20 ga.ridge strap 3-IOd common(3"x 0.148");or Face nail each rafter 2-16d common (3 „x 0.162) 0.097-0.099 Nail% 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 3-16d common(3%"x 0.162"); or SPACING`OF FASTENERS project under Exception 4. NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed „ „ 4-lOd box (3"x 0.128"); or DESCRIPTIONa, OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W NII02.45 with separation 3-16d box(3/ x 0.135 );or 2 toe nails on one side and l toe 26 Band or rim joist to joist " 0. :, End nail THICKNESS Edges Body of anel P 6 Rafter or roof truss Ito plate 3-1Od common (3"x 0.148"); or 4-3 x 14 ga nails;or (inches) inches inches inches - (inches) from Insulation per listing. Z 4-1 Od box (3"x 0.128")• or nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown (inches) (inches) (�/ n ' or trussi 8308.4 HAZARDOUS GLAZING LOCATIONS. Tempered glass or ly OL 4-3"x 0.131"nails Nail each layer as follows: 32" o,c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cement" other approved safety glazing material shall be Installed in O 20d common(4"x 0.192");or and adjacent to door panels;within 60 inches of wet surfaces; LUWW at top and bottom and staggered. Fiber-cement and at locations where shown on thelans. t M Z 4-16d box(3 Y2' x 0.135");or p � V W 1 JUz 3-1 Od 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 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch j. Z Z d dJ z IX 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 Cl) - - J O Z W 27 Built-up girders and beams,2-inch lumber layers en doorway. ` - Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131" nails And: Staple 18 ga., a long,%crown y Q r' 6)} tr O � 7 finished floorin other than the 3 6 R3I0 EMER6,ENGY ESCAPE AND RESCUE OPENINGS: It IIs the w O 4 Z to minimum 2 ridge beam 2-20d common(4 x 0.192 ), or t ( g ) builder's responsibility to verify that window units supplied a p-Z t- O 3-16d box(3Y2"x 0.135 )•or Face nail at ends and at each splice / p yy upp by W „ 3-1Od box(3"x 0.128"); or 1 Y4 lop x A21 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for (L L � fv LU ® O 2-16d common(3 YZ x 0.162 ),or End nail ++ ++ g 8 8 emergency escape, and rescue openings where required. Q J 0 OL „ . 3-3 x 0.131 nails (galvanized or stainless steel roofing nails for tile finish g y �' °p g q I m (Y < 3-1 Od box(3 x 0.128 ),or (g ) g ( ) 3-3"x 0.131" nails4-16d box(3 Y2' x 0.135"); or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws R3II.-1 STAIRWAYS= Interior stairways shall be pre-assembled O 0 V 'XQ < 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and ry O Q Wall 3-16d common(3 %"x 0.162")• or At each (for tile finish) the minimum tread depth shall be q Inches,plus nosing where Z Ll 28 Ledger strip supporting joists or rafters 4-1 Od box 3"x 0.128" or joist or rafter,face nail required. Provide handralis per Code. < Q 16d common(3%"x 0.162") 24"o.c.face nail ( )� Plywood 4-3"x 0.131"nails 1%rip R312.1 GUARDS: Walkin surfaces more than 30 inches above 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or g or screw shank nail-minimum 9 16 o.c. face nail „ 1 3 6 grade,and steps leading thereto, shall have guards that x 3"x 0.131"nails 2-1Od box(3 x 0.128 );or 2-8d common X and%6 12/ga. (0.099 )shank diameter conform to Code. y� 29 Bridging or blocking to foist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail � 3 16d box 3 Y2"x 0.135" ; or ( )� Staple 18 ga., /,/6 crown width 2 5 Stud to stud and abutting studs at intersecting wall ( ) 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with sills less than 1-.1 9 3"x 0.131"nails SPACING OF FASTENERS li 3 is i 1%ring or screw shank nail-minimum e 24" above finished floor and greater than"i2" above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. " 16d common(3Y2" x 0.162") 16" o.c. face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12Y2 ga. (0.099 )shank diameter 16d common(3 Y2' x 0.162") 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa°b'e g h supports" 1 %ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2 to 2 header with Y spacer) (inches) inches i9 s 23 3 smoke alarms,carbon monoxide alarms,and heat detection +• _ (inches) 12 y ga.(0.099" shank diameter 3 6 "...., dr. 16d box(3 V2" x 0.135") 12"o.c. each edge face nail /2, /, /2 and/ ) alarms shall be Installed at all locations shown on the plans. ,«. ........ 5-8d box(2Y2"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 / 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations ti f, ;r�:aw.'•�:�,� "',� 11 Continuous header to stud 4-8d common(2Y2"x 0.131"); or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. ; 4-I0d box(3"x 0.128") 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 3/s" -%" subfloor,wall ' 6 12 as pressure preservative- treated (P.T) shall be in :;3' � } ?a�'_' f g•: 16d common 3 YZ x 0.162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 3i - .{.. ( ) g(P ) accordance with AWPA Ulpfpor the Intended use and location. Pr �,u""• �_,. t;rf 12 To late to to laic " :: � 12"o.c. face nail 31 /2 1 8d common nail 2 V2 x 0.131 6 12 Staple 18 a., pp stainless r 19 n n n n f � P P P P lOd box(3 x 0.128 ) or - ( ) p g /ion lactic coated 3 6 Fasteners shall be hot-dipped galvanized steel sta' _,•,,.•'' ,. ,; ®,� " �•w,,, I Od common(3„ „ steel silicon bronze, copper or 1/2 diameter or eater 3"x 0.131"nails 8d(2 z x 0.131 )deformed nail r 6 12 i 4d ring-grooved Particleboard underlayment nail 3 6 R401.4.1 GEOTECHNICAL: Footings and foundations shall i' t•r [N' " ' 32 1%" - 1 �" 1 :: :: see Its. �.•>;,, 8-16d common(3 %"x 0.162"); or Other wall sheathings /a Staple 18 ga., 8 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000n 0E IVEPED FEB 2 2 2021 1 Face nail on each side of end joint 1 YZ" galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box 12-IOd box(3'2 0 0.1835 );or (minimum 24"lap splice length 33 %" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 Y4"ion 3 6 3x i 3 Include 6W 4 GP-gravel and sandy gravel;OM d 6C:-sllty and ( ) P g g Staple 16 ga., 1 /long, /crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;SM 50-911ty each side of end joint) and clayey sand. Unsuitable subsoil material encountered Q 12-3"x 0.131"nails I X"galvanized roofing nail, %6"head i Y8 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ 34 2 32" structural cellulosic fiberboard sheathingdiameter,or V crown staple 16 a. 1 %" long 3 6 �' s s s with /4" crushed stone to a minimum depth of 8 Inches or AOBE. P g � g Staple 16 ga., 1 /long, /crown 3 6 P 0 � 16d common(3 V2"x 0.162") 16"o.c. face nail 1 „ d 1 Y2" galvanized roofing nail; staple galvanized, 7 7 84022 CONCRETE: Basement walls,foundation walls, exterior 13 O Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 YZ" long; 1 Y4" screws,Type W or S For SI: 1 inch=25.4 mm. walls and other vertical concrete work exposed to the 0 N 14 blocking not at braced wall panels) 16d box(3%"x 0.135")• or „ weather shall be air entrained stone concrete with a minimum g( P ) 3"x 0.131"nails 12 o.c. face nail 1 %4" galvanized roofing nail; staple galvanized, compressive strength of f'c,=3,000 pst at 26 days. Porches, IL 36 8" 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 m 3-16d box 3%" 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 Bottom plate to joint,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 fc.=3,500 si at 26 days. O 15 2-16d common(2 YZ"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 p � O blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. F- m 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R403.1.4.1 FROST PROTECTION, Exterior footings and foundations O �p 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors, s stems shall extend below the frost line, to a minimum 37 %4" and less 8d common(2%"x 0.131")nail y „ i.e.,I' O 4-8d box(2 Y2" x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 5'-0" below finished grade. 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. �p_ }- 3-16°box(3%"x 0.135");or 38 7g+: _ 1:: „ „ 6 12 8404.1:1 BACKFILL: Backfill shalt not be placed against 8d deformed 2 YZ x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 v 4-8d common(2%"x 0.131"); or Toe nail ( ) Y foundation walls until cured a minimum of 7 days. Brace top � � � - (y 4-lOd box on x Y2"x );or lOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O< •A 4-3"x 0.131"nails 39 1%"- 1 Y4" 1 " " 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O w � 0 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 0 Y 0. �- the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 3-16d box(3 z" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336, Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus ,� W Q Z For SI: 1 inch=25.4 mm 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x Io 6. v - 2-16d common(3%"x 0.162");or End nail � pC � � � kj Z 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall < 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum Q sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. " 3-I0d box Y x 0.128" ;or 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch, and 100 a,b,c OL ( ) WALL SHEATHING USED TO RESIST WIND PRESSURES 8102.3 GYPSUM BOARD: All Interior walls to be covered with) t- ks) 17 Top plates,laps at corners and intersections 2-16d common(3 %" x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise - N 3-3"x 0.131"nails noted on plans. O J 0b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN Q W MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 YZ"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„It 8703 3 SIDING: Exterior wall covering shall be vinyl siding tested 1L IL 2-8d common(2 YZ"x 0.131") or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. STRUCTURAL PANEL WALL STUD SPACING (mph) by the manufacturer for use In high-wind regions and Installed -1 U1 0 O 18 1"brace to each stud and late :: Face nail PANEL SPAN SPACING with fasteners in strict accordance with the manufacturer's IL _ !X P 2-1 Od box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nalls for F- f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g fasteningvinyl sidingon buildings located within 3,000 feet of 0 2 staples 13/4" P g g g PP (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocen line. g p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is lessto 3-8d box 2 Y2"x 0.113" ,or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common 3 R&02.1 WOOD ROOF FRAMING: Load bearing dimension lumber 0 ( )� P P g P p g 1.5 24/0 / 16 6 12 140 115 110 g � 2-8d common(2 Y2'x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and ceiling joists shall be 19 V x 6" sheathing to each bearing 2-10d box(3"x 0.128"); or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g. yp g 8d Common � 16 6 12 170 140 135 2 staples, 1"crown 16 a., 1 34" lop sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 /6 R806 ROOF VENTILATION: Soffit vents shall be provided with a P g g g ( ) 24 6 12 140 115 110 It. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 :: :: vented space within the soffit. Attic Is unvented. 3-8d box 2 Y x 0.113 or p ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2%" x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rg052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g• g g P g PrP �' �' ng PP 3-10d box(3"x 0.128");or be labeled to Indicate compliance with ASTM D-II58 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be or NOTES 3 staples, V crown, 16 ga., 1 %" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 acro danceTwith he malnass ufa turerdshall be's nstructionnstened in to achieve g P PrP PP P Y P Y� g P +� +' 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 naps per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 stainless steel nails when building within 3,000 feet of one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section 8301.2. 9 :: :: saltwater. 4-8d box(2� x 0.113 );or Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%"x 0.131");or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY: All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. A - 1� 3-lOd 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 %" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING ppp Plate nail-16d(0.135"x 3Y")at Load bearing or braced/shear wall JOIST DETAILS above(must stack over wall below) Load bearing or braced/shear wall above 12"on-center 9 Plate nail, 16d(0.135"x 3 Y2") Plate nail,16d(0.135 x 3Yz") Blocking panel: 1%"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists at 16"on-center When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- g P No load bearing 0 at 16"on center trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2X" at 6"on y"TimberStrand® LSL or TJI®joist, g , „ Z 9 P Web stiffener ( ) 1/ hole may be cut _ Blocking anal: wall above Min.distance from Table A Min.distance from Table B Y ® 1 Plate nail-16d 0.135"x 3Yz' Q27 anywhere in web out- 1Ys"TJ Rim Board,1/a" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT side of hatched zone ~ TimberStrand® LSL or at 16"on-center* 1Ya"TJO Rim Board, cut or notch flange.sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® TJI®joist Floor panel nail- 8d(0.131"x 2Yz")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL , or TJI®joist 8d(0.131"x 2Y2")a 1/1"TimberStrand® O ,• O 6 Z Flim-to-joist Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O J each side atA3._W B1 61W Z4 required on both v nail 1V"TJ" Rim Board(A3/A3W g x 3')tToe 16"on-center ends sides t both joist 6 L1 a ie x D1 to I D hlole9areP perimeter e ttd Lz minimum Dz No fleets 6Do n Toe nail, Toe nail, o When sheathing ends at B4W ONLY No Held cut minimum permitted if es the of cut 106(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 12"min. For rim board thicker than 1/ Web stiffeners required cEnd End 0 arte linests at cut holes In cantilever Zones d DON T h les In (applies t knockouts) round re suireme nts for zones d thanf larger O at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W P ) 1%•in u' TJI rim joist and B2W ONLY reinforcement. q Clever ® at rim board Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Install proper blockin to P 1 Blockin orals ma be re uired Table A - End Support required on both Must have 93/4"minimum at 6"on-center* p p g nail.To nail from TJI joists into rim board. g P y q pp sides at Al W ONLY * joist bearing at ends. Attach tic support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N Al Al W* A2 A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W B4 B4W Z - O O O O rim joist per A3 detail. p below-see detail B1 Joist rJi® A3.4 tF ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ *For additional installation specifications see Rim Board Details and Installation in A3W AV A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 W DEPTH 2" 3" 4" 5" 6Yx" 7" 6%' 11" 13" 2" 3" 4" s" s% 7" 8'/" 11" 13" � O O Nail through 2x cantilever,wood backer and � O O O O Details and Installation in Weyerhaeuser Installation Guide +10 1'-0" 1'-6" 2'-D" T-0" 5•-0" 1'-0^ 1'-s" z•-6" 3'-s" a'-6" t Weyerhaeuser installation Guide forFloor and Roof Framing,TJ-9001. 11/a"TJ®Rim Board or 11/a"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 110 1'-0" 1'-s" 2'-6" T-0" 5'-s" 1•-0" z'-o" T-6" T-D" 5'-0" 9 for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9/x 230 1'-6" 2'-D" 2'-6" 3'-6" 5'-6" +'-o" z'-o" 3'-0" 4'-s" 5'-0" < (V - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3�")nails with 3%"TJh iso r-s" z'-o^ 3'-0• a'-o° s'-°° r-F' 2'-6" 3'-6" 6-0" F-6" ry with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-B^ T-6" 5'-0~ 7'-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" schedule. 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" T-0" 5'-6" 1'-0" 1'-6" T-0" 7-6" 4'-6" F-D" 6'-0", # reinforcement length of TJI®joist 8"diameter maximum hole for 11 s"- 1%"TJ®Rim Board 1 a"TimberStrand® 2+0 r-0~ r-6" z'-0" 2'-0" T-0" T-B" s'-0" r-0" r-6~ 7-6" T-0" 5'-0" s-6" 6'-6- 4'-0" and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d 0.131"x 3" nails, 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Y"deep ( ) Attach reinforcement to joist 113/8" 230 1'-0" 1'-6" 2'-0" z'-6" T-0~ T-6" s'-s" 1'-0" T-0'• 2'-6" T-6" F-6" 5'-6~ T.0" ILI one each at top and bottom flange. with one 8d(0.131"x 2%") 360 1'-6" 2'-0" T.0" T-6" 4'-6" F-0" T-0" 1'-6" 2'-6" T-6" 4'-6" F-s" s•-6" 7'-6" (� /4 reinforcement On F1 applies to 560 1'-6" 2%6" T-0" 4'-0" F-6" F-0" 8'-0" 2'-6" T-6" 4'-s" 5'-6" T-0" 7'-6" 8'-0" 1-) 3 " 16"deep blocking panels;6"diameter with 9%"and 11%a"TJI® or shorter than long. Attach reinforcement to nail at each corner +10 1'-0~ 1'-0^ 1'-0^ 1'-0" +'-s~ z'-o" 3'-0" 5'-s" 1'-0" 1'-o" 1'-s" z•-o" 3'-6" a'-o" s'-o~ s'-0'• 8°diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 wLL ith one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 r-0" r-0" r-0" r-6" 2'-0" 2'-6" T-6" s'-o^ r-D" r'-o" 7-D" 7-6" 4'-0" 4'-6" 6'-6" V-s" Web stiffeners / 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. loaded joists 14" 230 v-0" 1'-D" 1'-0" 1'-6" 2'-6" 2'-6" 4•-0" T-0" 1'-0" 1'-0" 2'-0" T-0" 4'-0" 5'-0" T-0" V-0" kn6nimum above required on both diameter maximum for blocking 1Ya"TJ®Rim Board 1Ya" nail at each comer 1 Do not cut flanges. panels between each sides at E1 W ONLY panels 9/"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1'-0" 1'-0" +'-6" 2'-6" T-s" 4'-0" 5'-6" 8'-0" 1'-0" 1'-s^ z'-s" a'-o" F-D" 6'-6" 8'-0" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of%4' connections equivalent to Wood � 560 r-0" r-0" 2'-0" T.0" 4'-6^ 5'-0" 6'-6" V-0^ r-6" 3•-o" a'-o" 5'-0" T-o" r-s" s'-o" 10'-0^ Vis" Do not cut flanges. 1Ya"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer X00 '4et o�� z+o r-o" r-o° r-°° 1'-0" 1'-0" r-6" 2'-6" 3'-6" 6'-0° +'-o" r-o" r-0" 2'-0" 3'-0° 3'-s" F-6" 8'-0" 11'-0" O _ 0. TimberStrand LSL.Nail with one side at E5, 12"length of 3/4' `\tie ec aat`��\oads 16" 360 v-0" r-0., 1-0" 1.0" z-6" 2-s° a'-s" 6'-6" s'-o" 1 0" r-o° 1-s" 3'-0" 6-a' 5-6" 9'-0,, 10'-0" 11-6~ Id(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement es one side t \�0 5so r-o^ r 0^ r-0" r-0" z'-6" T-0" 5-0° T-s" 10'-0" r-o° 2'-0^ 3'-0" a'-s" s'-6" T-D" 10'-0" 11'-0" 17-0"ach at top and bottom flange. joist web with 3 rows Full depth vertical a� it rblockin between at E7,both sides at E8 F1 ° �e�g �� a'• 5" s' 7" 8" 10" 1 " 15" tT' a" s' s' T' 8 to' +z' 1s 1T•10d(0.148"x 3")nails at 6" 9Attach reinforcement on-center,clinched.Use 2 each joist 8 360 r-0^ r-0" r-0^ r-o^ z'-o" a'-o" s-s" 10-0" r-o" r-s" 3-0" a-6^ s'-o" 10'0" 13-8" to joist flange with `L rows with 91 "and 117 " E7 E8 Less than 5" 5so r-0" r-o" r-0" r-o" 2'-0" 4'-6" T-o" 1 r-0" 2'-0" T-6" 5'-0" s•-s" 8'-0" 1 r'-o" 1z-o" 14'-6" /2 /8 Less than 5° iso 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" T-0" 4'-s" 8'-0" 11'-6" 14-0" 15-6" squash blocks p" 8d cerate"x When nails at 6" �a� TJI®joists. Gap*: WEB STIFFENER ATTACHMENT 20" 5so r-o° r-0" r-0~ r-D" r-0" 2'-0" 4'-s" 9'-0" 1r-6" r-o" r-6" T-6" F-0" 7-0" 10'-s" 1%"TJ®Rim Board or Face grain a�;��R` on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to ® Ya"minimum 1Ya' TimberStrand LSL. tt` both sides,stagger nails. 2Y44"maximum Table B - Intermediate or Cantilever Support transfer load around TJI®joist E1 CE1W Nail with 1od(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%1" TJI®joist flange widths 1" T Minimum distance from edge of hole to inside face opearest intermediate or cantilever support nails,one each at top and (1Y"for TJI® Nailing: 9 port Option#1: 560,560D See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) TJI® EXTERIOR DECK ATTACHMENT Apply subfloor TJI9 joist blocking with end DEPTH -2773-74- 5" 6Y'" 7" 6%" 11" 13•' 2" 3•' a" 5•' BYx" 7" 8%" 11" 13'• blocks installed at 1 joist-span Web stiffener both sides. adhesive to all Y3 1 P See sizes below. *With point load from above,and no support 110 2'-0" T-6" T-6" a'-6" T-6" 1'-6" z'-6" T-6" 5'-6" s'-6" Flush bearing plate required. Structural exterior sheathing locations using 1„ 210 2'-0" 2'-6" T-6" 6-0" 8'-0" 2'-0" T.0" 4'-0" 6'-6" T-6" contact surfaces below,install web stiffener tight to top flange 9/ Hangar height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x 2y") Tight fit* 230 z'-6" 3'-0" 4'-0" F•6" 8'-6" 2'-0" 3'-6" 4'-6" F-6" 7'-6" be a minimum of 60% Flashing 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or iso 3'-0^ a'-o" 5'-s" 6'-6^ s'-o" 3'-0" 4'-6" 5'-s" T-s° a'-o" Ofjolstdepth 1 „ Nailing Requirements 560 T-6" F-0" s'-0" T-6" 10'-0" 4'-0" F-6" s-s" s'-o° 9•-0~ nails when possible. flange with face mount hangers). Treated 2x_ �aQa� 2/ screws, � Depth Minimum Web Clinch nails when possible. ! ledger o��°�s ak' typical TJI° Joist Series (in.) Stiffener Size Type Number Nails ++o r-o^ r-o^ r-6^ 2'-s^ a'-o" 4'-6^ s-s^ r-°" 1'-s" 2'-6" 4'-0" T-0^ T-0" V-s" g I t� End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" V-0" 1'-0" 7-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" $ 110 All x 2Y16"(" 230 1'-0" 2'-0. 7-6" T-6" 5-0" L 10,-0" 1-0" 7.6" T-6^ S-0" 8'-6" 9'-0" 1°,-6" See fastener , s � 1/8"TJI Rim Board Or 1Ya° 360 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 1r-0" T-O" T-6" 5'-0" T-0" 9'-6" 9'-6" 1r-0" ••:� table below.Maintain 210 All 3/a"x 25/6"i'i 8d Top mount 2"distance minimum from TimberStrand® LSL 7 5 (+) 0.113"x 2Y2") 560 r-6" T-0" 4'-6" 5'-6" V-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10.6" 11'-0" 12'-0" (minimum) Option#2: 230&360 All / x 2/6" ( 3 3 110 r-0" 1-0" r-0" r-0" 2'-0" 2'-6" 4'-6" 8-6" 1'-0" r-0" r-0" 2-6" 5'-0" 6'-o" 9'-0" 12'-0" hanger edge of ledger to fastener. + 2x_strapping installed at/ 16d 210 r-o• r-o° r-o" r-o^ z'-s" 3'-0• s-s~ 9'-6" r-o^ r-o" 7-0" 3'-s° s'-o" T-o" 10-0° 13-0" Backer block joist-span locations using two 2 560 All 2x4(" 1 14" 230 r-0" r-0" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" V-6" T-6" 11'-0" 13'-6" Face mount Allowable Load(lbs) 1 „ (0.135"x 3�") 360 1'-0" 1'-0" 2'-0" T-6" V-6" V-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" F-6" V-0" 10'-0" 12'-0" 14'-0" hanger both sides of web / screws per)Dist,typical g � Fastener 1Y4"TimberStrand® 1)e"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 560D 20" 2x4 cz) 16d 5 5 210 r-o" r-o" r-0" r-0" 1'-0" r-0" T-6" V-o" 10'-0" r-0" r-o° r-o~ r-B" 4'-s" 5'-s" 10'-0• 1z'-6" 16'-0" Option#3: Web stiffeners required if sides of Y,"la bolt 610 480 22"(3) (0.135"x 3 2") 6 11 230 1'-0" 1 r-o" r-0" r-6" 7-0^ a'-0- 6'-6" 11'-0" r-o" r-0" r-0" 2'-6" F-0" F-0" 10'-6" 13'-6" 16'-B" q With top mount hangers,backer block required only g Directly applied ceiling 1s' H1 hanger do not laterally support at H2 H3 24"i3i 6 13 iso r-o^ r-o" r-o" r-o" 3'-0" a'-o" 6'-6" 10'-0^ 13'-s^ r-o^ r-o" z'-o~ a-o~ r-s° e-6" 13'-0" 14'-6~ n'-o^ 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, One of W 560 1'-0" 1'-0" 1'-0" 1'-0" 7-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-s•' 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" O least/"of TJI joist top flange O conditions.For nailingrequirements see page 5 TJ- LA p y (1)PSI or PS2 sheathing,face grain vertical q p g 0 the bracing options above is required (2)Construction grade or better a" 5' s' 7' 6" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17' 9001, Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18•' iso 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" V-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" V-6" 9'-0" 11-6" 1s'-6" 19'-6" Roof Framing, TJ-9001. 560 r-°" r-o° r-o" r-o^ 2'-0" s'-0" 10'-0" 16'-s^ r-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'-0" BEAM DETAILS FASTENING of FLOOR PANELS 360 1 1,0" 1' 1' 1' 3'-0" s'-o~ 1r-o" 1s'-s" r-o" r-o° 1•-s" 4'-0" 7' 1z'-s" 1s'-s" 1s'-o" 21' Guidelines for Closest On-Center spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" TJI®11)(2) Rim Board 1�„ TJIO Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. e n to W ® TimberStrand®LSL Microllame Parallam® 1 1 + • Leave/"of web minimum at to and bottom of hole. DO NOT cut joist flanges. V WZ z BEARING AT Nail Size 110,210, 360 and �'TJ Ri 1Ya 9/z"or 9/z"or 14"or g/'or 14"or 18"or 14"or 18"or (minimum) p j g BEARING FOR DOOR BEAM TO BEAM and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" 16" 16" 20" 11/8„ 16" 20" BEARING AT WALL OR WINDOW HEADER CONCRETE WALL 11 1178'. 11/s" • Tables are based on uniform load tables in current design literature. Z CONNECTION g Z Z 4 �t d)- (X , .. 8d(0.113"x 2Yz"),8d(0.131"x 2/z ) 4" 3" 6" 4" 3" 3" 3" Filler Block l+! 2x6+3/B' 2x8+3/" 2x6+%" 2x8+�" 2x12+y" Two Two Two • For simple an 5 minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located m _I�_ O _111.11 2x6 2x8 P P ( ' )� Y 1 Pp� Y 1%"TJ®Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Y4') 6" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 (� \ - F Z W , 4" 4" at the center of the joist span provided that no other holes occur in the joist. Q v J-' Q Z 1/a"TimberStrand® LSL or is not continuous over 3 „ T- O - 16d(0.162"x 3Ys") 6" 6" a 8" 6„ Cantilever 2x6 2x10 2x6+1/,," 2x10+/ 24+%" 2x10+Y" Not 13 I IU blocking for lateral support header s Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z 13 Q Z O Z (1)Stagger nails when using 4"on-center spacing and maintain 1 /B'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long < OL ® O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI o joists. e „ 3/4" s „ � " � . plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. (Detail F1 / or /a or/a / or 1"Net 2x6 2x8 2x12 O (v } Q< over column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the 3 (1)If necessary,increase filler and backer block height for face mounthangers and maintain%"gap at top of joist;see detail W.Fillerand backer lar est hole minimum Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /e"(to avoid splitting). b/ 9 ( ) O 3 ock dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). rJ Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /B'(to avoid splitting). Y3 depth Allowed hole zone Z 0 Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede il� Q hanger wood from direct recommendations listed above. y� (\ < Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Gaide for Floor C] Concrete and Roof Framing,TJ-9001. O L1 L2 L3 See current Weyerhaeuser L4 ■Nailingrows must be offset at least y"and staggered. 0 0 0 0 0 O O literature for framin connectors g9 ®• 1.55 E TimberStrand LSL < g ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI Joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round Depth Hole Size cantilever and end bearings by blocking 9Y„9Y„ 3„ Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto 6., Fastener Installation Requirements T.11® 'Dist framin does not a rim board or rim joist. 8 11Ya"-11�" 3%" j g 14"-16" 4%" require bridging or mid-span El General Notes See illustration for allowed hole zone a1•*","V!r.r' Piece #of Fastener 1;*`•:". rP<¢�••., Width Plies blocking • Allowed hole zone suitable for headers and beams with e,ft �f- lI x, Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. 4."•,•••4••••. . • Round holes only f. •� ,,. f 7}" z sides,stagger fasteners be the second • No holes in headers or beams in lank orientation. 10d nails 3" 3 Y BEARING AT 12„ side so they fall halfway between COLUMN fasteners on the first side. 2 12d-16d nails 3%" 2'Z' One side p r2•�- �` f � � Screws 3Y8"or 3Yz' 2 24" H2 - iz, DO NOT bevel cut'ofst �- A1 Other Trus Joist® Headers and Beams 10d nails 3" 3 1 ," ' „ ' .� , i f•- 12" Both sides O 1 r, Rim board Dint 12d-16d nails 31 2(z) beyond inside face of wall. 0 B 3 /4" E2 between joists DO NOT overhang seat cuts ' 13 ' 33/"or 3Y" Both sides on beams beyond the inside Microllam® LVL /1 Screws a z Load must be applied evenly across 3 g 1.3E TimberStrand® and Parallam®PSL �,,�' 2 24" _ ?, LSL hole zone hole zone 2 x diameter of the 1 '-'r� ""s.f,„';.• v, ,, 5" One side entire beam width.Otherwise,use face ofsuppottmember, largest hole(minimum) depth fi��dl,rvl<EY� �,.. Verify column capacity 10d nails(') 3" 3(2) connections for side-loaded beams. DO NOT cut,notch ordrril and beam bearing 12" One side holes in headers or beams pE iVEREO FEB 2 2 2021 ` L5 length.See current 4 12d-16d nails(') 3 Y4" 2(z' (per ply) except as indicated in d o o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 0 0 6 3/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 0 5"or 6" Both sides maximum width of 7" 1Ys"TJ®Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round •-1 Screws 2 24" L3 TimberStrand® LSL. allowed hole zone Depth Hale size O t- 3Yz' 2 6 3/" One side A2 Yz"bolts 8" 2 24" - middle Y3 span 5 z' 1/ O O 13 (1)13d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. 61 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4'-20" 2' N COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 see illustration for Allowed Hole zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 0 Q B2 t (� m • Allowed hole zone suitable for headers and beams with uniform loads only. Q 7- BEAM O � • Round holes only X l ` BEAM ON • No holes in cantilevers. COLUMN CAP NAILING AT BEARING (FLOOR) W L5 63 TJI0 Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. I Y f 1 e"TJ®Rim Board on (Load bearing wall above) 1Ya"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 Or B2 at One 10d(0.128"x 3") floor ane)edge is supported P Q P O P g PP O B4 intermediate bearings WARNING � 0 � O � z One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. With load bearingor nail each side.Drive Joists are unstable until braced laterally IL N Do not cut joist flanges. Q _ pQ nails at an angle at braced/shear wall BracingIncludes: O 0� P1 Plumbing Drop • Blocking • Sheathing • Strut Lines O O O least 1Yz"from end. from above • Hangers • Rim Board • Rim Joist End of joists 3/z'minimum-�, "--A/ at centerline V 0- COLUMN BASE 3 intermediate bearing Also see detail B2 of support L2 l 11 1 t j 0- Z 1/4 minimum end bearing g il-1 single-family applications 5%"may be required for maximum ter'Connections equivalent !L Shear trans . C q capacityF- to floor panel nailing schedule El • a _ .,'::,,;,,;., .•.� Rim to TJI®Joist o , DO NOT walk on joists DO NOT walk on joists DO NOT stack building OL + ° until braced. that are lying flat. materials on unsheathed IV'TJ®Rim Board, TJI@ 560 rim joist:Toe o y g •;•a•;;,°:,.,•. Additional joist is required if .' tj � 1%"TimberStrand0 LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists. Stack only over J (n - TJI®110 rim joist: nails,one each side of floor panel edge is unsupported L4 P2 One 10d 0.131"x 3" nail TJI®joist flan e TJI®560 or if span rating is exceeded. • o Exterior Deck V 1 9 Lack of proper bracing during/construction beams or walls. � can result in serious }1U LA DO NOT use sawn - O o Attachment p p g0 Q into each flange floor joist .:' lumber for rim accidents.Observe the following guidelines: O WW R_ Structural g g � 2 TJI®210,230,and 360 rim ° O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®INSTALLATION TIPS sheathing 9. 9 J PP joists must be completely installed and properly nailed. 1L ELEVATED I I joist: O as It may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE 3 4-f One 16d(0.135"x 3Yz")nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. H Q 1%"minimum bearing into each flange Top View may not be required. O Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O C() Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete IY"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. for squash blocks or blocking panels. a 6.The flanges must remain straight within 1/2"from true alignment. ;�:.:;:.- •.••. 1Ys"TJ®Rim Board or 1Ya" q 9 P approximately Fasten at each joist with '+ ?•�:•:•?::.: 1 Warning: Drilling,sawing,sanding or machining wood DATE: FEBRUARY 2021 `1 s; ;,;..•,':.,•. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2/")nails minimum 9 9, 9, 9 g products generates wood dust.The paint and/or coating on this `'°' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .corn/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian if applicable)or I-JOIST DETAILS rout Drive nails at an g p ( pp ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks;of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Re order TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A == 10 � F T0NN COMMENTS 2 �/ Z ' ' THE OASIS ' ' v Z O A MAL.ITY NEN HOME M01�)EL. BY o 0A515 AT MATTITUC K, CORP. tu Z Z o O d �-- } 1 IIITII 111111 111 111 1 11 IT 11 11 IT 11 11 IT 11 If IT 11 111111 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11-IT 11 11 IT 11 11 IT 11 11 11 11 1 11 11 111111 111111 11 IT 11 11 IT il 11 11 I�11 1 11 1 11 11 11 111 1 1111 11 11 IT 11 11 IT 1111 11 1111 11 1111 11 11 1 If 1 11 11 1�11111111T 11 11 IT 11 11 111 111 IIITII IIITII 111 11 11 if 11 If I 1 11 111 11 11 IT 1 11 11 11 IT 11 1111 11 IT I 1 11 11 11 If 11 11 If 11 11 IT 1 11 it 11 1 111111 11 If 11 11 IT 11 11 IT 11 11 IT 11 1111 IT 11 1 11 11 111 11 11 11 11 11 11 IT 11 11 IT 11 11 IT 11 1111 111111111.11[11W 111111 11 111111 111111 11 IT 11 11 [1111 LJ 11 11 7rII1 111111 11 IT 11 111 11 1 p�1111 11 11 IT 11 1111 1 11 IT 11 11 1111 11 If 11 11 11 IT 11 11 IT 11 11 If I�111111 11 1111 111111 111111 111111 111 111111 11 IT 11 11 IT 111111 111111 11 IT 11 1111 1111 111111 111111 11 u� } O v I11 11 it 11 11111 11 11 IT 11 11 IT 11 1 T 11 11 IT 11 1111 1 1111 11 11 IT 11 1111 zv 11 IIITII 111111 111 L III IT 11 11 IT 11 11 IT III Ld (3 FINISHED 5EG0ND FLOOR _ _ _ _ _11_ L] 11 �" Z Z <� Ozw - - - - - - - - - - - t� \ — NOTES INDEXED TO THE ° V !— <— 0 Z 2020 ENERGY GONSERVATION GONSTRUGTION Z LU0 z z CODE OF NEW YORK STATE VJ } OL wdl ® O (�TITI4OOC RIOI-5 COMPLIANCE: This building was designed and shall be Y— m Q constructed to meet the 2020 ECGGNYS. Both REScheck N.S. (L O O V YQ Department of Energy) and REM/Rate (Noresco) computer N O Q ° ma software was utilltzed to demonstrate compliance. All Z — mandatory provisions of the 2020 ECGGNYS - Residlential ^ < O Provisions are In force. 8105.2.2 KITTEN STATEMENT: To the best of my knowledge, o belief and professional judgement, these plans complly with the Energy Code. Furthermore,as a RESNET certified rater (I.D. O _ No. 26145c"), I certify that these plans comply with the Home I ' Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERO) will be !submitted FINISHED FIRST FLOOR of the constructed build) o demonstrate c pllane;. ng t om .fYrAF n^exue P,Fw.tt rnM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R3O11 -- - - - - - - - - - - - - - - - - - - - CLIMATE ZONE: 4A Suffolk,NY ON R4O1_2 COMPLIANCE: �� rThis roect com Iles with 2 Sectlion R4O5 Simulated Performance Alternative,and the provisicons ofFINISHED GRADE " a' Sections R4O1 through R404 labeled "Mandatory." i ,'� ✓"� y .. Mandatory requirements: R4O1.3 CERTIFICATE: Builder to post per Code. x' + h R40 .4.1 THERMAL AGH by HERS rater.See d. To be tested 4 verlifled to 3 Table R402.4.1.1 In plains. 8402.4.2 FIREPLACES: Factory built with UL 127 docors. `%;,�r'� � F, •�E� "�t R4O2.4.3 FENESTRATION: See window/door schedule R402.4.4 FUEL-BURNING APPLIANCES: All room heating and hot water heating appliances to be direct vent iwith both D j L I V E h E D C C j 8 8 2021 Intake and exhaust pipes installed continuous to the outside. — L-1 — — I R402.45 RECESSED LIGHTING. IG-rated and labeled as I having an air leakage rate of not greater than .2.0 cfm O T L J I R4O2.5rMAX. U-FACTOR $ SHOO: See window schedule. 0 O R403.1 CONTROLS: See plans for thermostat Information. O t- 8403.3.2 DUCT SEALING: All duct joints shall be O =1 •� mechanically fastened and sealed with duct mastic - -I - - - - - - - - - -` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - sealant. Apply mastic to duct seams. 1- r R4O3.3.3 DUCT TESTING: A duct air-leakage test Is not O tL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _I required under exceptions I and 2. g m L - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 1- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - -_ — 8403.3.5 SUILDINGGAVITIES: Framing cavities shall not be used as ducts or plenums. 3 O 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate mechanical system piping carrying hot water to an R-valve of not less than R-3. �[ R4O3S.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION FRONT ELEVATION SYSTEM: Not In project. SCALE: I/4:: I ft R4O3.6 MECHANICAL VENTILATION. ERV continuous = I ventilations stem s ecifled In the Ions exceeds the O 0 Z FLOOR AREA TABLE minimum efficacy of 1..2 cfm/watt. p i � IL �— R403.1 HVAC EQUIPMENT: Sized In accordance with AGGA O �' FIRST FLOOR 1702 sf Manual J and Manual S. O O Y w O 8403.8 MULTIPLE DWELLING SYSTEMS: Not applicableO Qi iL SECOND FLOOR 1,179 sf R4O3A SNOW MELT: Not in project. — V Q ° GARAGE 586 sf R4O3.1O POOLS AN SPAS: Not in project. LU i j OL Z 8403.11 PORTABLE SPAS: Not In project. U F- 11J BASEMENT 1,"17sf R404 LIGHTING: Builder to Install high-efficiency lamps In at < I- uc v Z PORCH 1755 Sf least cI0% of permanently Installed fixtures. Q TOTAL LIVING SPACE 2,881 sf R405 51MULATED PERFORMANCE ALTERNATIVE: This method was X F used to show compliance with the Energy Code. REM/Rote < Q O. software was used to model the building performoce - see F U) (n CONDITIONED FLOOR AREA 4,613 sf 2020 IECC Energy Cost Compliance report providedi with 6 0 (INCLUDES BASEMENT) Permit Application. REScheck was used to model the building v UJ (� INFILTRATION VOLUME 52,890 d performance based on national standards - see REG:check (INCLUDES ATTIC $ BASEMENT) Compliance Certificate and Inspection Checklist proviided with J tL Permit Application. O LUIL O O m INDEX TO r7fiRAKNOS -� DRAWING No. COVER $ ELEVATION A-I DATE: OCTOBER 2021 ELEVATIONS A-2 FOUNDATION PLAN A-3 FIRST FLOOR PLAN A-4 D (` COVER 2nd FLOOR PLAN A-5 WALL BRACING PLAN A-6 ELEVATIONS ROOF PLAN A-7 OCT 21 2021 SECTIONS 8 DETAILS A-8 DRAWING NUMBER NOTES A-a BUILDING DEPT. TJI-DETAILS A-10 TOWN OF SOUTHOLD I Z O H z O ITI IIITII 111 11 HITT III III I IT II II IT 1 11 IT 11 11111 1 IT T 11 1111 11 1111 11 1111 11 11 IT 11 11 11 1 11 IT 11 11 IT 11 11 IT ILIJ U 11 11 IT 11 111111 111111 111111 1111 11 IT 1 11 IT 11 1 11 1111 11 11 IT 11 1 11 11 11 111111 11 IT-11 11 IT 11 11 IT 11 11 IT 1 11 It 11 11 1111111 IiiP, O I 1 11 11 IT 11 u 1-11 111 11 HIM IIITII III I 1 11 1 11 11 11 11 1 111 111111 1111 11 1111,11 : � 1 111111 111111 1111 11 11 IT 11 11 IT 11 11 IT 11 1111 11 IT II II IT ITI1 IIITI TI VP11*111WI T 11 111111 11 if 11 111 LL 11 IT 11 111111 11 IT 11 11 11 1 41 W14111 II If IT 11 111111111111 11 Till tu11 11 IT 11 111 11 IIITII 111111 11 11 IT 11 11 IT 11 11 IT 11 IT 11 11 IT 11 1111O I IT 11 11111 IT 11 11 IT 11 111111 11111 0 ]111 11 11 IT 11 1111 11 111111 1 11 q'.11TH H 1 11 IT 11 11 IT 11 11 IT 11 It 1 1111 Till 11 11 IT 11 1 N 11 11 IT 11 111111 1111 11 IT 11 11 IT 11 11 IT 11 If 11 11 1111 11 IIITI il IT 11 11 1111 1 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 1111 11 11 11 11 IT 11 11 IT 11 11 it 1 11.1]L1..II 11 IT 11 11111111 11 1111 11 11 IT 11 11 1111111111 O 111111 11111 1111 1111 1 11 1 11 11 IT 11 111111 11111 IT 11 11 IT 11 11 IT 111111 11 111 111 11111 III I Till 11111 11 IIITIHIYII1 111 11 11111 IN 111111 IIITI T T 1 1111 1111111[il 1111 d1liff 11 1 IT 11 11 IT 11 11 IT 1111 1 11 111 pl, MIN IT 11 111111 11 If 11 111111 11 IT 11 11 IT IT jITTT1 - - - - - - - - - - — — — - - - - - - - - - - - - - - - - Q O Till ETI J(u 1 11 NTH 111111 Till Till 1 11 1 11 HITIII HITH UUII HHII 11 1 11=1 0 1 1 11 U=l 111.111 111111 u 11 111111 Hull L VJ Jtu 11 IT 11 11 IT 11 11 IT 11 1 111 11 It 11 11 IT 11 1111 11 11 IT 11 111111 11111 !� 11 HIM ULLH . . . s z V Q-BA O i Z z 4� ozv IOJw SCALE: I/4" = I ft u� z to O z 4 z � Q } OL O w OL Q HIM a a4 �• V/Fe ' x 1 11 111111 11 IT 11 11 IT 1111 111111 11 IT 11111 till Ud 12 12111111 11 IT 11 1111 111111 HIT I IT II II IT 11 11 DE VEERED QCT Q 8 2021 0 11 IMII 111! 11 11 IT 11 111111 1111 11 11 11 IT 11 11 IT 11 11 If 11 11 IT 11 11. 1 11111 J o S o � %Z IL 12 HIM 1 12 12 a S O m — —1 4 Till Ilull uml 111111 IIIJ11 UHII 111111 111111 11 11 11 11 1 1 11 IT 11 111111 11 IT 11 11 IT 11 q �— O Z �0 - - - - - - — - - — - - - - - - - - - — - - - - - - — - - - - - - — ' ` - - -- - - - - - - 12 �4 o v N cn 64, o cy 0 0 M ED EH EE ® ® B3 UJ uz -- 4 v z ® El ® ® ® ® ® XQ < < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ow EjEjM ® oW O a � 0 0 J DATE: OCTOBER 2021 SIDE ELEVATION S C)E ELEVATION SCALE: 1/4" = I ft SCALE: I/4" = I ft REAR 4 51DE ELEVATIONS DRAWING NUMBER A - 2 2x8 [UG3B] P.T. LEDGER I/2 (P x 4 GALV. LAG SCREWS AT 16 O.G. STAGGERED 235# ASPHALT 5HINGLE5;MIN. (4)-FASTENERS PER [R50-1.21 STRIP FOR EAVES LESS THAN 20' ABOVE GRADE [R905.2.6] O No. 15 ASPHALT FELT UNDERLAYMENT[Rc105.1.1] 75- TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 5ELF-ADHERINO POLYMER-MODIFIED2-0 BITUMEN ICE SHIELD BARRIER (Rc10.1.21 O V 18'-O" 4'-6" 12'-O" 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V ►3'-O° 5'-6" 14'-0" 6-6 Lu 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES V / 1/2" STRUCTURAL PANEL 5HEATHING [R803.2] O IL A P.G. FTG DECK LATERAL CONNECTION [R501A.2] R-3G GLO5ED-GELL SPRAY FOAM (SPF) INSULATION W SIMPSON DTT2 -! A-8 - - - INSTALL IAN M NUFAGTURER'5 SPECIFICATIONS (TYPICAL-2) In elm _ E&RESS WINDOW WELL SOLID WOOD BLOCKING z - -� J(2)-2x8 P.T. GDR L - J - - - - - - 8" CONCRETE STEM WALL ON O _ lb" x 8" P.G. FOOTING _ _ o DEGK 8" I I PROVIDE FALL PROTECTION N 1 BASEMENT ENTRANCE STAIRS -1 in F- _ _ - - (TYP-3) GEILING JOIST Q O 8" REINFORCED GONGRETE RETAINING WALL �0 I I I p f A --®VE dJ #4 REBAR AT 12" ON-CENTER EACH WAY m I I I I 1z F L/ m I I I I DRIP EDGE [RGo5.2.8.5] _ v STANDARD HOOK AND LAP INTO Ib" x 8" P.G. -1 �Q - J L - - N - - - - - - 1x8 WOOD FASCIA FOOTING. 2 MIN REBAR Q - - - _I LQ - J L - - - I/2" GYPSUM WALLBOARD � n SOFFIT VENT - l� 11 11 f _ _ _ _ _ _ I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - I MINIMUM 24" LAP SPLICE LENGTH [R602.3.21 ! INSULATION TO WOOD FRAMING PER 2836 CASEMENT GAS WATER HEATER I i MANUFACTURER'S INSTRUCTIONS FOR HIIGH-WIND EGRESS WINDOW EORE55 HINDOW A. O. SMITH HI I I i AREAS AND TO RESIST A MINIMUM 28 1psf 11.18] GONG PLAT I CAPAG TY� 50 gal O I i SUCTION EXPOSURE GD (EXPOSURE B) OR 40 psf tlt} AND STEPS IOP EMERGENCY ESCAPE d N I I N I R SE 5 - DR GELL RESCUE OPENING [R310] LVL _ _ _ 4'-3" L PLASTIC HOUSEWRAP INSTALLED UNDER FOAM - - - -• - - - - - - - - - - - -J L_ - - - - - 3068 I p I o I I INSULATION. INSTALL AND TAPE ALL SEAMS PER 2x4 WALL STUDS AT Ib" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] i - - - - - - - - - - - - - - - - - - - -I - --- - - - - - O _ R-15UNFAGEDFIBERGLA55BATT INSULATION 1z R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O 2x8 PLATFORM '4 D I I �' 1/2" 6YP5UM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ IL 0 -) GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 4 P.G. SLAB n uw� I6 O.G. FIELD. 1- BASEMENT I PENETRATION;SPACED 12" O.G. PERIMETER AND O � R-13 2 CLOSED-CELL SPF INSULATION I I (ALSO AT RIM JOIST IN SECOND i NOTE: -�� _ FLOOR PLATFORM - NOT SHOWN) ^ I J I/2" STRUCTURAL PANEL SHEATHING HOLDDOWNS ARE I Ion DOUBLE FRAME I NOT REQUIRED FOR �? I I 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE J z AFGO ZIP MODEL 4X - Iw z AT STAIRS I I III THIS PROJECT. 4"cD 5TL COLUMN i v I �� I T 2x BAND J015T O Iz w I I ON 2'-6"x2'-6"x12" DEEP P.G. FTG. 177 1 �o I IO O I I W- 1 w/(3)-#4 REBAR EACH WAY I 2x6 PRESERVATIVE TREATED SILL [UO2] F W _ __ (ENGINEERED DE516W iv I iz0� i I __ I I-6 (TYPICAL-1) I FLOOR JOISTS COPPER TERMITE SHIELD m I O I I I -1 OVER SILL SEAL - IEXTEND SIDING TO WITHIN 12" OF FINAL -1 [- -I 7 F -1 F -1 L dJ WOOD SILL PLATE TO FOUNDATION ANGHORAGEGRADE FOR HISTORIC DISTRICTS _ _ _ I __ _I _I_ __ I I __ __I _I __ I_ I__ __ I [R403.1.6] UNEXCAVATED I -- --�'-- -- --�- 2 �� - - m MINIMUM Y2" dta. ANCHOR BOLTS SPACED NOT ( I 7----7 ( I I I I I I BEAM POCKET I GREATER THAN 6 FEET ON-CENTER EMBEDDED f g� L - - J L - - J L - - J L - - J L - - J L- __J L - - J NOT LE55 THAN 1" INTO CONCRETE OR GROUTED FINISH GRADE v « (TYP-2) I I CELLS OF CONCRETE MASONRY UNITS. THE l l 6'-2" I i = BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _z v r OF THE WIDTH OF THE PLATE. A NUT AND (� HASHER SHALL BE TIGHTENED ON EACH ANCHOR F !J- IN BOLT. THERE SHALL BE NOT FEWER THAN TWO z m g_ BOLTS PER PLATE SECTION WITH ONE BOLTLu �U 10" POURED CONCRETE FOUNDATION STEM L ;� LOCATED NOT MORE THAN 12 INCHES OR LESS z I- w Lui� ig I m O Iw z I I VERTIGAL REINFORCEMENT: #4 REBAR A 12" O.G. I L_ - - - THAN SEVEN BOLT DIAMETERS (3.5") FROM EAGH LL z v V4" TO 43/4" CONCRETE- COVER FRO INSIDE FAG END OF THE PLATE SECTION. WALLS 24 INGHES O= O �V O z Z < iz I I ►- I _ I O u, �- O O HORIZONTAL REINFORCEMENT: #4 REB AT 18 D.G. p TOTAL LENGTH OR SHORTER SHALL HAVE NOT p = N z a z --I W TOP BAR WITHIN 12" OF TOP OF L o Q I -I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�N N Iv �- d) Q Z Q O ( I UPON 24 x 12 Ht CONTINUOUS P.G. FO INC _ I I CENTER THIRD OF THE PLATE SECTION AND MINIMUM 3'-0" BELOW GRAD NLu I I I I _ Q Q v J 3 � O z z () I I SHALL BE ATTACHED TO ADJACENT WALL Q w Y m c� IILQ I I - - - - - - - - - - - - - - Q NI I I O I TABLER602.3(I). Q � pC� ® O PANELS AT CORNERS AS SHOWN IN ITEM cl OF _Q 43 LL R-II BASEMENT WALL BLANKET INSULATION O w Q } �Q Lu LW J P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL d Lu Q0 p-yNO-` - - - -- I - - - - - - - - I I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS O w0 dJ z-O ' Z- - - -- - - - - w I ( HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q-' lY � �I� -7j N I = I I I I I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND r O O - - - - - - - - - - J -_ ONE No. 4 BAR NEAR MID-HEIGHT OF THE HALL X u-LU z N L = I m DECK I 2x8 [UG3B] P.T. LEDGER I I 0 STORY;OTHERWISE,SEE PLANS [TABLE R404.1.2(U] O p - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - O I 6 ABOVE I I 1/2"(P x 4' &ALV. LAO SGREWSAT 1 G. I I - EXPAN510NJOINT raw - p iv I I STAGGERED [R5D-7.a] I z - - - - - - - - - - - - - - - - - 1�z 1z �' J---1 I o x - I I I I 4" P.G. FLOOR 5LAB NQ I I I I � tit«artelg,.Dyw _ _ I POURED CONCRETE FOOTING ON UNDISTURBED 501L [R403.1] 2T 6 Y. MIL POLYETHYLENE FILM CONTINUOUS UNDER 5TEMWALL ««n«4 <;f ti O a"1 } (2)-2xlOP_T_GDR _ - - - - - - - -- - - - - - - - - - - - - - - - - - .rye«;"4ct% r'c t , �,#, D . - - - - - - - - - - - - - P.G. FTG TYF I GAL NA1.._1.._ 5E071 ON L - A - - - - - u'-4" - - - - - SCALE: NTS A_e DEIN VERED �Ci Q 8 221 2" 2" 22'-I0" 1'-2" 13'-0" I O'-O" 22'-0" r0 s IL 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH &ALV. METAL POST BASE ANCHOR ON O m 12"4) x 6-0" HiGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2!)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O 0 O MAXIMUM SUPPORTED LOAD AT 7' DE516V (DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) dj(ENGINEERED DESIGN) O (y FOUNDATION PLAN, _V_ = cv SCALE: I/4" = 1 ft � O k O � z O OfjtL 0 6 STRUCTURAL DESIGN NOTE J� v Wa z In accordance with the 2020 RGNYS; structural <WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and _ steel/wood composite columns, beams, haaders and Q No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL 1!_ g WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS girders that: �- Q N A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v 11-1 B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sfJ 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON d U.. C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 331/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O tu D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf 150 sf) 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RCNY5 E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance Hidh 10 G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON AN51/AWG ND5-2018 with 2018 suppllement. H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOWE GLASS,ARGON I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS„ARGON(BASEMENT) Structural elements such as Halls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON K THERMA=7RU FIBER-CLASSIC FCiw165/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfi CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: OCTOBER 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS 1) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed In accordance with ASCE 7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft; EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sfl ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 where such elements occur in the plans, they are _ annotated "ENGINEERED DESIOiN." z O H N z r N f IL GLO5ED-0ELL 5PF 6-4" 10'-8" 14'-6" II'-O" •• W MAJESTIC QUARTZ 32 DIRECT VENT 5A5 FIREPLACE. O _ A INSULATE 4 AIR-SEAL ALL Z WALLS, GEILING AND FLOOR OF (V_ GYPSUM BOARD DECK z `- GYPSUi1 BOARD A_S A_a WOOD STEPS THE CHASE. INSIDE HALL N " l '� IL 5URFAGE5 SHALL BE II,k CONTINUOUS BEAD OF SHEETROGKED AND TAPED. Q � `.I'^.i . 1 ` SEALANT 14'-O�� WALL SHIELD AND CEILING � O WITH CAULK HAVING A 300° F # 1, l'� ( I I FIRE5TOP5 SHALL BE CAULKED � - N 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE +' ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO3.5] INSTALL 2%) VERTICAL SCHEDULE 80 PVC CONDUIT 0 (2)-1.-15 x 14 LVL HDR RATIN5. COAXIAL VENT HAS } O GONTINUOU5 BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS 6 13 ± LONG WALL LINE ABOVE OUTSIDE COMBUSTION AIR AWL INTAKE. O I SEALANT OR QbPL5;,�2T,Ff_6(f bTERMINU5 [E3b02.3.23. O O O O D si WALL IN ROOF 4040 Y CONTINUOUS MINIMAL OVERHANG AREA - q°5° ?I EXPANDING FOAM AT WINDOW ----- LL UNIT PERIMETER I I I I 3°610 SL b°610 5LDR 3°65L 10 (2)-1.15 x 11.875 LVL HDR ----- ------------- 36" GUARD [8312.1] i---i-DW- ---- j ---------------------- ---------� WINDOW UNIT -------------------------- I J-----�---- I I i I ;II I iI Ii WALL LINE ABOVE BASEMENT ENTRANCE I II NOTE: G'-O" GEILING HEIGHT ------------------ r------------------� 1 i N DOWN -> I KILGHEN 0 II THROUGHOUT FIRST STORY II I I CONTINUOUS MINIMAL N PL TE Ht. '- F LA E H . q'-I" ASF I I ' II l m I (EXCEPT FOYER) EXPANDING FOAM AT WINDOW ...J L.------J L-------� UNIT PERIMETER - I- , ----------------- I 6 ® IN �I FII �1^ _ 23'-4 1/2" - -1'-O 1/2" D W r----� 0 0 N _ 31/2 �� fl m 0� � - c� I o- SANDHIGH FJ BETWEEN (4) RR USE (3)-/3 104" x THROUGH BOLTS __ $~ O N 0 FAMILY ROOM OII AT CONNECTION I J I I Z I I ( Q Q U_I 11 GONTIN.0005 BEAD OF I _ I I O I I Q I SEALANT ---------------1 -I I m i i ~ I I I .I u- � I II I ! I x - in I 4'-3" LU I O U 1 o PLYWOOD 5HEATHIN5 UNDER `� �I I - I-- I i 1 m 01 q l GYPSUM BOARD FOR W5P I -I I 1 1 P WOOD SHEATHING UNDER Q 1 I � GYPSUM BOARD FOR WSP IL_____ GYPSUM BOARD 1 i Q BRACED WALL LINE 1�1 I I A ------- ? __-- Ly-Q F I I I BRACED WALL LINE J--- — ° ' GARAGE �, Q I I I Pro I TECHNOLOGIES N I 1 5" P.G. SLAB MODEL T705 SMOKE t G.O. 1 CONTINUOUS BEAD OF I v I xI/2" I 1 ADHESIVE NI OL I �x PITCHED TO DOOR IIn 001 Q L-_--J I PROGRAMMABLE I DETECTORR((TYP) - / I THERMOSTAT - CB ��r1-� �J ) I x/ all CONTINUOUS BEAD OF SEALANT I WALL LINE ABOVE--{) 0 25 cfm CONT. I SELF-CLOSING 20-min i 2N 2a10 TO ERV I 7" x 7" PSL COLUMN - _ _. .._.-.----_..__----.____._ I I O 1.75 x Ib LVL `� _ m I F.R. DOOR [8302.5.1] II FLUSH H jn [M1505.4] � 270 I I 1 = - _ v 2" GL05ED-CELL 5PF - I / 4x4 6'-O" 2' I" c0 ---------------� '� I (2)-1.75 x I6 L'VL FLUSH HDR - _- -_ POST- - N -- - I I 4x4T �, — . Q 4' 8 ! - -- - -- - -- -- -- -- ---------------------- - -- - -- P05 N m N (3)-1.75 x 16 LVL DROP HDR __ _ -4x4 PTY (ENGINEERED DESIGN) �\ �� 4x4 O -- -- - -- -- -- -- 4x - --. I PO I �\ P05T BATH I I= - (ENGINEERED DESIGN) �, I POST 3-I' - _ 1 I , I II � 167 S I I� � �..1_I tom() ~ V ---------------1 INTERIOR GARAGE HALLS: I II PLYYHOOD 5HEATHIN0 UNDE ° N j I �'_ J-4-1 V to m CONTINUOUS BEAD OF I R-15 BATT INSULATION i 1 G-'RSUM BOARD FOR H$1' (2)-267 - I I z 111 z SEALANT j }�" GYPSUM BOARD I GL I i `�BRAGED WALL,_INE m 24-10 I I 20 cfm CONT. Z d d z QC I TO ERV m —^ J u' �O Z W GYPSU`1 BOARD GARAGE GEILING 1' I 2' o �II i [MI505.4] V d - i Q , Y� GYPSUM BOARD i ° m I FOYER N N L 1 11�� tu O a� I [TABLE 8302LU cc) .6] - I - I .fl - �O I !K z ' Z I I m 1/ II OPEN TO ABOVE o (L T- Q tV I O I O I X I F 6 N LU x L _ PLYWOOD 5HEATHING UNDER ° DINING ROOM ; Q SII ,� \ \ o N CONTINUOUS BEAD OF �4 N I �,I � GYPSUM BOARD FOR HSP 247 �, � 1 � ` MASTER BR SUITE TE I � - N � ISEALANT i BRACED WALL LINE i m O li �� `\ O - -- --------J O 0. O } p d ' CONTINUOUS MINIMAL �) j 0 3 I/2" 12'-5"' ll1 II �� 10'-31/2" Q < Q f� EXPANDING FOAM AT WINDOW I I v I Q Q N v z (� Q I I UNIT PERIMETER 1 x 1D ; PDR PLYWOOD 5HEATHING UNDER 6 ,� O \9 U_ uQ� O LLA I N HEAT DETECTOR in GYPSUM BOARD FOR WSP _L I m ! IX �, SIL, NE ----------�___-j I 7-4" BRACED WALL LIN}= --_---- r- `fl uz! ABOHALL IVE SHOWER m �1 WINDOW UNIT(OR O m - WEATI-ER-PROOF DOOR) EL G. PANEL/ 22'-1" j - TYPIGAL BEARING N m HALL(5HADED) 1p ------- ry OI - --------------------------------------- - 77777= --------------------------- - - ;i o WALL LINE ABOVE t� N O3050 O 3050 --- (2)-1.75 x 11.875 LVL HDR el CONTINUOUS MINIMAL l EXPANDING FOAM AT WINDOW q°5° PORCH F bier 20 cfm CONT. 2`4i UNIT PERIMETER TO ERV 5/4x6 DECKING W I•G• 0.,� PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR [MI505.4] 3 I/2 3 I/2 `:n,> `ss�r�. FUTURE 5OL R ELECTRIC INSTALLATION [TI03A] 14'-5" 6'-8 V2" P'�t F �-'' 7" x 7" EIN15HED COLUMN -1 �j �' i P t •` PLATE Ht. 8'-5" ASF PLATE Ht. Cf-I" A5F bxb P.T. POST s' . (TYP-3) (2)-1.75 x 11.875 LVL HDR j t° Al..,,^ r+•� CONTINUOUS BEAD OF SEALANT --- -(2)-2x12 P.T. HDR _- - -- -- -_ -- O g050 : I� J f6 WOOD sTEPs DD fVERED OCT 0 0 2021 GYPSUM BOARD GONTINUOU5 BEAD OF b'-4" 10'-0" b'-4" 6'-6" 6'-6" 7'-6" I4'-6" ADHESIVE 0 CONTINUOUS BEAD OF SEALANT 22'-8" 7'-4" 13'-G" 10'-O" 22'-0" =O O 1. 2" GL05ED-GELL 5PF I , SO Il- r m A O O V m lA, - CONTINUOUS SILL SEALER - A-8 FULL WIDTH OF SILL O o< IL o CA / i �- FOUNDATION WALL It CONCRETE SLAB C I I l� t�I O O < O FIRST I FLOOR R F L 1 't I� STRUCTURAL DESIGN NOTE ul U .j SCALE: 1/4" = 1 ft Q V z In accordance with the 2020 RGNYS; structural Q elements suchas engineered wood, steel and ~ _ < i, / p columns, beams, headers and steel/wood composite colu Q OL girders that: ~ 0 _ N 1) resist gravity loads, and V w < _V u- 2) are not contained in the prescriptive design O z O NOTE: IT IS THE INTENT TO PROVIDE FORA provisions of the 2020 RGNYS u- �- CONTINUOUS AIR BARRIER ALIGNED WITH THE a O THERMAL ENVELOPE. TH15 DETAIL SHOHS N were designed in accordance with m TYPICAL METHODS OF AIR-SEALING U51NG ANSI/AWG ND5-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED ADHESIVES AND 5EALANT5. FRAMING Structural elements such as walls and fenestration GONFIGURATIONS NOT 5HOWN, SUCH AS CANTILEVERS AND 5TAIRWELL5, SHALL BE that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR DATE: OCTOBER 2021 A CONTINUOUS AIR BARRIER ALIGNED WITH THE I resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 ROWS PLAN were designed in accordance with ASCE 7-I6 wind AIR SEAL I NO I7ETA I LS provisions and acceptable engineering practice. DRAWINO NUMBER SCALE: 3/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 4 A O v 4T-10" N Z 3'-4" 3'-9 3/4" 14'-2 1/4" r----�T4 ------1 6-4" IL I I W w Z I I I I I I Z I I <(�J o a A I I ---------------------------I- ---------------- ---------------- -L----- --------- --------- -----------------------� # WALL LINE BELOW 0 I 6452 HAZARD GLA INC [R308.4] jam. I O I OI � I O I I I I LL �p E 2x6 GJ AT 16" o.c. 404 p G t - 31 1Z - (2)-1.75 x 11.875 LVL FL HDR -1 ^, __ M BATH ------------ -- -------------- 4°4° PIG , 7'-0 1/2" (ENGINEERED DESIGN) n 8'-O" G Ht J I I I DOUBLE WALL STUDS ----- 31 j N 3 V2" 3 1/ ------------ Q BEDROOM 4 6 j - 2x8 PLATFORM I w.I.G. 8'-O" G Ht - I l'- 20 cfm GONT. BATHI I Q TO ERV N I I [MI505.4] N i m WHOLE-HOUSE MECHANICAL VENTILATION [8403.6] Q I i- N 5-10 I LENNOX HEALTHY CLIMATE ERV5-175-TP0 ENERGY RECOVERY VENTILATOR 4'-0" - - ____ 20 cfm CONT. TO ERV 4-2 I/2 1-- Pro I TECHNOLOGIES I - INSTALL ERV UNIT IN CONDITIONED ATTIC. = I O DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. I 7 [MI505.4] MODEL T105 PROGRAMMABLE n THERMOSTAT , 287 ---------1 Qm I m N I cv SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ------i-- _______= 287° -- INSTALL IN AN AGGE5515LE LOCATION ON A 2nd STORY WALL. i = LIN t 36" GUARD[8312.1] _ _ _ _ I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" Clio. DUCTS r m — — _t 4,7° r 7� � CD � 287° �x SLOPED CEILING i I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95P07�— — —� IA.G. RET/URNI n SMOKE a c.o. HALL 1 --------------------------------- p HVAC EQUIPMENT IN ATTIC / m (2)-2x10 DOOR HEADER I 1 I I _: FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dlo. DUCT DETECTOR (TYP) GAS OR PROPANE FURNACE: LENNOX ELIa6UHO7OXE36B SLOPED x �— — — IN BEARING WALL5 AS SHOWN o I I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 - GEILINi /_ y I I HEATING GAP: 64,000 Btuh;AFUE = 96.1 Q -__(2)-i.75xIi.875 LVL FLUSH HDR - (iYPIGAL-5) I I I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 -c _ POST UP - -- I I N ALL DUGT5 INSULATED TO R-4.2 N -2870 2870 -� - -- - TRIPLE GJ UNDER P05T I I I I BEARING WALL (ENGINEEREiD DESIGN) , , I I r I INDOOR COIL: LENNOX GH35-30B+TDR i RIGID INSUL I - I I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [Mi505.4.4]: OUTDOOR UNIT: LENNOX ML14XGI-O5b-25OG;AHRI 203374690 ON ATTIC , - c\v „ ,® � � -; i I n (� 12 x 12' AIR 36 GUARD(8312.1] 5 � i I U I I MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM �,J INSTALL COOLING IAW MAN FAGTURER5 SPEC FIGATIONS ACCESS DOOR I z TRANSFER GRILL X I I I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. ` \_ �— — —� V I OO t 2844 'RLAUNDRY IN CEILING x z _ I f I , Q Q MASTER BR SUITE 2 N 10 I DRYER EXHAUST (� v F Q I Cl' Ht TRAY CEILING I DRYE WASHER OPEN TO BELOW v [L i i j j L V LU Z - m iV' [MI5�2] p l I p t Q I I — — -ltr OJIU z I � I 2x8 GJ AT I6" o.c. I N BEDROOM 3 N 12° ABOVE PLATE , I d_ Z W -6'-O I/2" ---- 8'-0" G Ht n_ 3 I/2 3 If I 2030 1 lX Z T- O Z I I 10'-0" 1 14'-5" I , I I I DOUBLE K&LL STUDS i I I cv >• F< dl ® 0 w r N I I 3 i/2" E i U< n' W I I I (2)-2xIC HDR I N iK O X -J a)Q Q (L 2670 12'-5" 51042 EYEBROW PIG = -------------------------- > --- l i t(� N 0 y Q Q SLOPED CEILING n �� v ' Z I I I (2)-1.75 x 11.875 LVL HDR n WALL LINE BELOW r = (ENGINEERED DESIGN) m t 4 2 -----------------------------------------------------------J d . 2x6 GJ AT 16" o-r- 6452 645;'? 452 - -- PLATE HEIGHT I j Oq'-5" ABOVE SUBFLPOR I (� I I I I I I i I A I R 5EAL I NO NOTES I I TABLE R4a2.4.1.1 -2a2a L_�--------------------------------------------------------WALL LINE BELOW 4w,lj t AIR BARRIER AND INSULATION INSTALLATION --------------------------------r------------------------ „,; COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION l CRITERIA ------------------------------ �� _ I A continuous air barrier shall be installed in the I I y� building envelope. The exterior thermal envelope contains a Alr-permeable Insulation shall not be used as rte. Y �' ' •_ .�' General requirementspmaterial. 2'-6" 3'-011 Q �` contiruous air barrier. a sealing IV *♦ t ». '`. c a#L•n; nn t Breaks or joints In the air barrier shall be sealed. E Q Qu u O 2�2j The air barrier In any dropped ceiling/soffit shall be 6'-4" 13'-O" 10'-r0" 15'-O" 5'-6" D��1 � � aligned with the insulaton and any gaps in the air Ceiling/attic barrier shall be sealed. The insulation in any dropped mer.ceilinlsoffit shall be aligned with the air barrier. 44-10" � _ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame The junction of the foundation and slll plate shall be walls shall be insulated by completely filling O O ` sealed the cavresistance of R-3 per d al Inch minimg aum.thermal 5 1�/ONl./ FLOOR L N resistance of R-3 per Inch minimum. N Walls The junction of the top plate and the top of exterior A 1L Exteriorthermal envelope insulation for r walls shall be sealed. fram ed walls shall be installed in substantial SCALE: I/4„ I ft = A_8 Z Knee walls shall be sealed. contact and continuous alignmentwith the air O �p barrier. The space between window/doorjambs and (6 O Windows,skylights and doors framin ,and skyllqhts and framing shall be sealed. O ^' Rimjoists Rim joists shall include the air barrier. Rim joists shall be insulated. jr ` Y Floorframing cavity insulation shall be installed to maintain perm anent contact with the underside of subfloor decking. ,^ 013 j Q Floors including cantilevered floors The airbarrier shall be installed at any exposed Alternatively,floorfram Ing cavity insulation v J shall be in contact with the top side of Q U' and floors above garages. edge of Insulation. sheathing or continuous insulation installed WJ SOLAR-READY p on the underside of floor framing;andGERTIFIGATE O Q aL 0 extending from the bottom to the top of all - v edmeterfioorframin members. ,r- Q O Exposed earth In unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE LU OI Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be incorporated features at 0 F P overlapping joints taped. permanentlyattached to the walls. the time Of Initial In accordance with the 2020 RGNYS; structural <7 6 E— v Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and _ sealed. Installation of solar steel/wood composite columns, beams, headers and OL4 Batts to be Installed In narrow cavities shall electric. girders that: be cut to fit or narrow cavities shall be filled Q N Narrow cavities with insulation that on installation readily O _ g conforms to the available cavi space. The solar-ready roof 1) resist gravity loads, and Q W Garage separation Air sealing shall be provided between the garage Zone is shown on this -,L LL and conditioned spaces. construction plan excer t Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained in the prescriptive design O UJ Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and is free of IT IL provisions of the 2020 RGNYS � surface. and IC rated. GO UI Obstructions that would pi In extenor walls,batt insulation shall be cut 0 ❑ limit placement of solar were designed In accordance with O neatly io fit around wiring and plumbing or —7 Plumbing and wiring insulation that on installation,readily pane s. ANSI/AWG ND5-2018 with 2018 supplement. m conforms to available space,shall extend Plastic. Conduit for future behind in andwirin . Structural elements such as walls and fenestration The airbarrier installed at exterior walls adjacent to ExteTR electric wirin has been Shower/tub on exterior wall show=rs and tubs shall separate the wall from the shall or s adjacent to showers and tubs g that: shower or tub. shall be inesusulated. Lo installed through walls at DATE: OCTOBER 2021 The airbarrier shall be installed behind electrical CONDUIT the locations shown io 1) resist wind loads, and Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate theInstallation Heenl he boxes shall be installed. � � � rR HVAC supply and return register boots that O wiring between the HVAC register boots penetrate ply and thermal envelope shall t sealed electric. Service panel and 2) are not contained in the prescriptive design 2nd FLOOR g to the subfloor,wall thermal covering envelope g penetrated roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN lROOF ZONES b the boot. panes. were designed in accordance with ASCE 1-16 wind Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended bythe manufacturer. Caulking or other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinklercover plates and walls annotated "ENGINEERED DESIGN.” A == 5 or cetlin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC. 5ERVIGE PANEL [TIO5.10] z O BWL A BWL B BWL G BWL D BWL E BWL E z IL BWL I ----I--------i----- --- -' --------- - --- - ---- --- LU r- r W 12-2 - I 3 O ' � -- _ - _ - ,, a 51 411 F- I �a s _ I 401 BWL 2 I 4' 0.1 i w BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) .18 I - Upper Story m Numbered Lettered - 2'-0' Wall Lines Wall Lines Comment I 1 1 Exposure Category 1.00 1.00 Exposure B, 2-Sty BWL 3 -' - --- - -�` RoofEave-to-Ridge Height 0.98 0.98 Roof Only --1 =- ----------- -�------------- -fi--- StoryHeight 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3; 6 �" 4'-6" J, I Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Metliod Line Spacing Required Total Required Lengtli Status SEOOM71 STOR)" BNL PLAN (ft) Bracing (ft) Bracing Provided (ft) SCALE: 5/I6 1 ft 1 WSP 10.75 3.19 1.185 3.78 25.19 OK Z 2 GB 12.33 6.55 1.185 7.76 52.69 OK n-n, 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK l� - O A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK � � m ~ B GB 10.58 5.76 1.458 8.40 17.67 OK L V tu m Z Hi Z: C GB 12.00 6.40 1.458 9.33 23.00 OK Z Z < Z- w D GB 12.50 6.63 1.458 9.67 25.42 OK - cq z w E GB 9.58 5.50 1.458 8.02 17.83 OK O z O F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK Q O w BHL O BWL H BWL I BWL K V 4 -. X- m � < 22''5" &'-�" 43-q t Wind Adjustment Factors -Table R602.10.3(2) {p.187) O O V Q X Lower Story O p I I ,---- ----- I z o 1 Garage Garage Dwelling Dwelling Numbered Lettered Numbered Lettered Comment 1_] I I Exposure Category 1.00 1.00 1.00 1.00 Exposure B Z Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'-2" Dwelling ' 4'-4" 2'-6" 3'-II" 6'-6" I Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA BWL 4 --- sum rd 1.00 1.00 , Wipd Factor aTotaFastening 0 970 0.970 11.00.00 11450.00 NSA .: tom•'`"""°`�,r'`fr�, �' I _.r-._i•. .... i I � �'�'f�'�`"'�a -moi !�� 0'��'• '`.1 d@@ I I p Total Bracing I I ; Braced Wall 130 m h Braced Wall Bracing Wind Factor g I I I Line Spacing Required Required Length Status '3�j� ``' ? ,4 ^t t ' I 0 ( I I i I �i I •+ �f i xy,r ' rf: r•. Line Method Total ., �, BWL 5 (ft) Bracing (ft) Bracing Provided (ft) N� ' ?l 'v Garage ;H, 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 1 , - 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK DE IVEREO 0" fl 4 20 1 ----. - -^-- j i PLYWOOD 5HEATHINO BWL J ' G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK - - UNDER WALLBOP�RI� I PLYWOOD 5HEATHIN6 PLYWOOD SHEATHING -------i ._ 1 --: ,_._ " ' UNDER WALLBOARD ' H WSP 22.42 5.48 0.970 5.32 6.00 OK 1� UNDER WALLBOARD - _ Dwelling Q _ 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK O r' -............ . � 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O I' i 13 II - - ---- ---3 „ 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK N d _ -_ 7 CS-WSP 25.42 9.90 1,600 15.84 18.00 OK 10-a '5-O 1 LL r l 1 BWL 6 ; I ' A _ - ---- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK rp 0 H WSP 8.58 5.00 1.450 7.25 15.58 OK z m �' I CS-WSP 20.42 11.73 1.450 17.01 29.08 OK O O N 1 G J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK PLYWOOD SHEATHING PLYWOOD SHEATHING K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK r UNDER WALLBOARD N BOARD II( O V N UNDER WALL PLYWOOD SHEATHING - 1 ! ' UNDER WALLBOARD ° 0 Z O «$ I �- � � Luh a Z 3 d v Z 71 - - nn U1 - u < tu o I o I I I BWL & - _._...__.. 3'-0" lo'-o° m DATE: OCTOBER 2021 22'-O" WALL BRACING PLAN F I RST STOi.Y BNL PLAN DRAWING NUMBER 50ALE: 3/16" = 1 ft m Z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,g GROUND SNOW LOAD(psf) z 20' 30 � RAFTER RAFTER SPACING Roof span(feet) O SLOPE (inches) 12 120 128136 112 1 20 28 36 A Required number of 16d commonIII UJ nailsa°b per heel joint splices',a,e O SOLAR-READY ZONE [7103.3] 12 4 6 8 10 4 6 8 11 z PROVIDES 36" HIDE AGGE55 PATHWAY5 3:12 16 5 8 10 13 5 8 11 14 3 FROM EAVE TO RIDGE WHERE 5HOHN W N [R324.61. THE SOLAR-READY ZONE 5HALL24 7 11 15 19 7 11 16 21 1- REMAIN CLEAR OF OB5TRUGTION5 SUCH A5 - - - - -I � VENTS, ETC. [TI03.4] I 12 3 5 6 $ 3 $ 6 $ Q Q (TYPICAL-2) -'- - _- --. - 4:12 16 4 6 8 10 4 6 8 11 o 24 5 8 1 12 1 15 5 9 12 1 16 # 12 3 4 5 6 3 4 5 7 OL 5:12 16 3 5 6 8 3 5 7 9 ATTIC PATHWAY FOR 50LAR ELEGTRIG [T103.8] 24 4 7 9 12 4 7 10 13 O INSTALL 2"(P VERTICAL SCHEDULE &0 PVC ROOF LINE CONDUIT THROUGH12 3 4 4 5 3 3 4 5 ALL WALLS TO ATTIC,WITH � TEMPORARY PLU55 OR GAPS AT EACH TERMINUS _ .. _. i 7:12 16 3 4 5 6 3 4 5 6 WALL LINE - - WALL LINE 24 3 5 7 9 3 5 7 9 I � ROOF BELOW ROOF BELOW 12 3 3 4 4 3 3 3 4 o +� 9:12 16 3 4 4 5 3 3 4 5 Q 1z 24 3 4 6 7 3 4 6 7 cV s 2x10 RR AT 16' o.cox sl 2x10 RR AT 16" o .l IN \ROOFRHANG BELOW Q 1 < 12 3 3 3 3 3 3 3 3 12.12 16 3 3 4 4 3 3 ROOF LINE o .. 4 -- --- - - -. ._.. -- - - - x d 24 3 4 4 5 3 3 4 6 WALL LINE or SI. 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per r F square foot=0.0479 kPa s ae a. 40d box nails shall be permitted to be substituted for 16d 1 �S X vv� ry `,' i common nails. I E 2x6'RR b. Nailing requirements shall be permitted to be reduced 25 -- s L r r' �1 I AT I6 oz. `i � --Ili(! " ' o i �� / i o percent if nails are clinched. I _____ c. Heel joint connections are not required where the ridge is ---- T!;, supported by a load-bearing wall header or ridge beam. 1 I f _ I 1 � d , . a � � , ACCESS ROOF is < 1 I 1 d. Where intermediate support of the rafter is provided by < s. / vertical struts t load-bearing 1 - - - IM /j or purlins o a wall the i 1 o tabulated heel joint connection requirements shall be 1z L X — 9 O - = permitted to be reduced proportionally to the reduction in - p P p Y I \ N span. w, . ,... w.,... ,....r, ......:,..,..,,. rt,. . r.......;.,.... ..,.. Q I e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. - - Y/ o f. Applies to roof live load of 20 psf or less. „..., .. 1.-i5 x 14"LVL STRUCTURAL RIDGE i - l ` I � V ' I , N g. Tabulated heel joint connection requirements assume POST RIDGE DOWN TO BEARINGKALi 2x12 RIDGE - .. .,:. ,. mN Rc L„M »n n„ "lwroM„ L P05T DN 2x12 Ri I that ceiling joists or rafter ties are located at the bpttom 1 AT 12 O ON-CENTER OR LE55 _ DGE of the attic space. Where ceiling joists or rafter tires are m � O - I F located higher in the attic,heel joint connectionJU requirements shall be increased by the following factors: `-� z j--EXTEND RIDGE TO i j J 1W 0-1 tu iI I BEARING WALL AT o H /H Heel Joint Connection Adjustment Factor (� d� Z W GARAGE ROOF BELOW r d - ALL VAULTED - C R ) (� ) �— d �- O Z r: ; ACCESS ROOF CEILINGS 1 `° 1 G 1/3 1.5 Z N>' l4 i 1/4 0-Z o Z I - 0 1.33 �` ( U-I O 115 1.25 / d DC 1 (Y liJ V_ -- 1/6 1.2 O �> � Q � � a x O „� � N 1/10 or less 1.11 cV O 4 c 4 a (D fi �, Z N �P where: He=Height of ceiling joists or rafter ties measured vertically Z Pv J = � 2x6 RR AT 16” o.c. X E I above the top of the rafter support walls. _ I r HR=Height of roof ridge measured vertically above the top of - 2x10 RR AT I6" o.c. 2x10 RR AT 16" o.c. I i ,.~. .�.!.........:.: ....._-,...,...,._......r.\`� � � `I � �' the rafter support walls. HALL LINE I 2x10 RR AT 16" O.C. 2x10 RR AT 16" o.c., i s"i•F+r Pe. I , ROOF LINE i' ,.,,,.y.... .............ry„: - - ---- _. ... � i i �.5��, i��,'•`' 4 i ROOF LINE Q, ; F BELOW PORCH ROOF BELOW :1 , �t 3r f sda, r' 1{i'•`,” WALL LINE. - - ' '°."�•�r"- E'"`.y �r�,`. U .IVERED C�4T 9 8 2021 ROOF LINE, - f� � O • Q � r � I 5 6 OL ROOF PLAN 0 oz � SCALE: 1/4 - 1 ft O N o< tL N o 6 STRUCTURAL DESIGN NOTE 1A w— a z In accordance with the 2020 RGNYS; structural < < z elements such as engineered wood, steel and steel/wood composite columns, beams, headers and Q Q _J girders that: t- 0 1) resist gravity loads, and ~J lu aL IL 2) are not contained in the prescriptive design O= O provisions of the 2020 RGNYS IL F- N O were designed in accordance with H m ANSI/AWG NDS-2018 with 2018 supplement. O Structural elements such as walls and fenestration that: DATE: OCTOBER 2021 I) resist wind loads, and :1 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed In accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans„ they are annotated "ENGINEERED Dr-516N." A -7 I ROOF ------------------------------------------------------------------------------------------------------- ----------------`-� 2x EXTERIOR WALL I Z I Q I > i E- (m I v I — — — — _ _ _ _ _ _ _ I � 7 I — —'•— —• — — — — — _ _ _ _ _ I 6" CLOSED-GELL SPF INSULATION Q I I I I STUD TO FLOOR J015T v I 51MP50N COIL STRAP -------------------{------- ------------------------------------------�_4---------------------------------------------------------------t-------------------------------------------------------i (4)-Bd NAILS AT EACH END LL FAMILY BATH GEILIN6 LAUNDRY2x 50LID BLOCK 8 AIR-SEAL BETWEEN FJ W I I I �_ I — — — — — — — — — — — — — MASTER BATH I I 2x RIM BOARD ?I I I } I } I ( I } I } I I I N I I I GANTILEVERED FLOOR JOIST O Z t� WG I WG I WASHER I i I LAV. I I I LAV. I LAV. I I I I (V 3(6" OSB 4 VINYL SOFFIT Q p TUB I I TUB I I O I FLOOR JOIST TO WALL: SHOWER i ---------------- i 2x EXTERIOR WALL 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-Sd NAILS TO STUD — ___ I ALTERNATE WHERE FJ/STUD MI5AL16N5: 2nd FLOOR --- ------------------------------------------- a -- ---�---�------- 2 W --- 3 W-------- I-I/2-W-r-- --- I-I/2" W--- I-I/2" W 2" W --- 3.. y,1 2" W I i ------------ FLOOR JO15T TO PLATES: 22 W I I G.O. 211 W 3" W I G.O. 2" W 3" W I SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. f-- I ---------------------- I SIMPSON HPLATES TO STUD: TO PLATES, (5)-8d TO STUD -------------------------- -- ----------------------------- ------------------------------------------------------- GEILIN6 — — — — — — — POWDER— BATH I 2x ROOF RAFTERS AT 16" O.G. — ••` _ KITCHEN - - - - -. .— _..._ - - - - - - - - - -� 1 - - - - - - - - - I USE 6ALV. HURRICANE TIE BETWEEN >1 u�I in I inT ' I DETAIL �T FLOOR EVERY RAFTER AND THE ROOF BEAM t ` OR 2x GEILIN6 JOISTS AT 16 O.G. V CANTILEVERS I$ SETBACKS USE (JOIN NAILS CT RAFTER I I WG I WG I � HEEL JOINT CONNECTION (� KIT SINK I LAV. LAV. I I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) " N DW m m I I ASSEMBLE WIRT-HAIO-d NALS�p I 12" O.G. STA60ERED ALONG LENGTH j SHOWER I I VENTED VINYL SOFFIT 1x8 TRIM BOARD Ist FLOOR -------------------------- ri -- ---- -------------- ------- ----- -- --- ------------------ I-I/2" W 3" W1-1/2" W 3" W2" W UPLIFT GONNEGTION5: G518 6ALV. COIL STRAP G.O. 2" W G.O. 2" W 3" W G.O. 2: W 3" W USE (2) AT EACH POST,TOP d BOTTOM I 5/4"xb" DECKING (4)-IOd NAILS AT EACH END __ ------------ ----------------------------------------- -------------y PERPENDICULAR TO JOISTS GEILIN6 NAILS OR G.O. 4" W (2)-No. 8 WOOD THREADED 5CREW5 AT 4' W r 4" I — �1F.A.1. EACH 5UPPORTIN6 MEMBER UG5BPRESERVATI4x4 WOOD COLUMN I [R507.7] REST DIRECTLY ONVFLOOR BEAM j FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED (5EE PLAN FOR 51ZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS FLUMB I NO RISER D I AORAM UG3B PRESERVATIVE TREATED Ib" O.G. ALONG EACH EDGE [R507.5] HOUSE TRAP j TO APPROVED SCALE: NTS I SANITARY SYSTEM 6RADE 4x4 HOOD P05TI I I UG3B PRESERVATIVE TREATED' Z BASEMENT FLOOR ----------------•------------------------ ---------------------------------------------------------------------------------------------------------------------------� ------------------------------- PB44 HOT-DIPPED 6ALV. l� POST BASE ANCHOR Lu m 11-- Lu to Y t� 12"0 x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 ►0 Z O- W z VERTICAL REBAR ON Z Z <-t 0 Z W 24 "x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 m —_ WW REBAR EACH WAY, REBAR' 4" ABOVE Q Z TYPICAL ROOF R-3q BOTTOM Q 'I ' O_Z O W ASPHALT ROOF 5HIN6LE5 OVER 15# FELT OVER +~+ " STRUCTURAL PANEL SHEATHING OVER >' w W @ () 2x10 RAFTERS AT I6" O.G. <-1 '�Q Q/ R-3q 6" THICK GLO5ED-GELL SPRAY POLYURETHANE FOAM (SPF) TY�I C L O 'G DETAIL p X-> m Q < L-15 x 14 LVL STRUCTURAL RID6E WITH)s" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] A- x (5EE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS �/ N Q 0 R I DO E TENSION ST AF: 12 8 WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP i s i f `-u -u i1-i j-L `u jr L-i-u -U L4. < I �n 11 11 IT 11 11 It 11 111111 1 1111 11 1 -' J--� 2x4 COLLAR TIE 11 1 111 AT 48" G 11 11 11 11 •* 6ABLE WALL INSULATION11 IT 11 11 IT 11 11 a.•k.0:•'"'k^tgs,, (OPTIONAL) 1 I if 11 111111 11 IT 1111 CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 I CAVITY: R-13 2" SPF 5EALED ATTIC (INDIi�}tGTLY CONDITIONED) 2" SOLID MT530G STRAP-TIE ,�`':� °°.••:'?,�-'! , (BEYOND SECTION) WOOD BLOCKING "�' �+'� i C? eyJ 2x6 GJ AT 16" O.G. 1 1 ® ® SMOKE I G.O. EACH RAFTER t �6. 1 : S �� DETECTOR IN ATTIC i i i ps ti 1 a J ` 1-1/4" WIDE 2:0-6UA6E 6ALVANIZED> STEEL STRAP! `:A;6* � 4,n NOTE: ALL DUCTS SHALL BE EACH SIDE GAF WINDOW AND '''� i� Ti� TO STUD : tw.A,..• TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIG, 1/2 GYPSUM WRAP STRAP OVER RAFTER 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH DOOR OPENIIN65. INSTALL -I STRAP FROM TOP OF TOP `' . ,,j (2)-2x4 TOP PLAIT=;2x4 SOLE PLATE WALL CAVITIES AND SECOND ' (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)_2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. DEL VED�ED OCT 0 8 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFAGED FIBER6LA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. - MINIMUM LENGTH BELOW IAW MANUFAGTURER'5 SPECIFICATION VINYL SIDING OVER HOU5EWRAP OVER R-5, P XP5 INSULATION �i z HEADER = LENGTH ABOVE WHERE RAFTER ALION5 WITH 5TUD OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P BOTTOM OF HEADER • .j <c o R-13 2" CLOSED-GELL - - HALL LAUNDRY W.I.G. SPF AT RIM JOIST '11- Q Tu- BEYOND SECTION )-1.-15 x I6 LV u N Q O OUBLE-FRAMED O 0 TAIRWELL (TYP) 3/4" SUBFLOOR 2 Q w � � \ LL Ib" TJI-360 FJ AT I6" O.G. LL e 5 O >> T 6z TYPICAL INTERIOR WALL 2x12 LEDGER I I z Q O v m 2x4 STUDS AT Ib" O.G. I(2)-1.75 x I6 LVL 1/2" GYPSUM NALL STUD TO MALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE ��• q 3/16 I FL HDR BOARD FINISH STRAP OVER OR UNDER SHEATHING Y2' GYPSUM WALLBOARD ON BOTH SIDES I ( V — N (4) 8-d COMMON NAILS AT EACH END OF STRAP 2x6 G.J. SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a ist FLOOR PLATFORM - f1 p o z WOOD FLOORING OVER R-13 2 CLOSED-GELL 2x8 PLAT r I I o TENSION STRAP I NO v _ 3/4" PLYWOOD 5UBFLOOR SPF AT RIM JOIST I I 0 11.875" TJI-230 FLOOR JOI5T5 AT 16' O.G. '^� /�G GRO55 BRIDGING AT MIDSPAN AT Y `BALL OPEN I N65 HALL PANTRYJ v Q SILL CONSTRUCTION: BO GYSCALE: NTS PSUM I I W p- z 2x6 P.T. (Ur-35) SILL ON TERMITE SHIELD BOARD I I � F x ON SILL SEAL E ITYP GAL HALL DETAIL) FINISH q 3/16"OLTSI INISHED FLOOR � �— Q In p- r (2)-1.75 x 14 1/2" 6YP5UM INISHED GRADE 6 0 N STUD TO SILL PLATE : 5TAIR5 LVL GIRDER BOARD FINISH 0 Lu < uJ FIN15H GRADE WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING BASEMENT W (6) 8-d COMMON NAILS AT EACH END OF STRAP q" (4)-3/8" LAG SCREWS OO D CH O SEE WIND PATHWY a ANOTES ON 5HEET 2x8 !L PLAT (INDIRECTLY CONDITIONED) ry fj "v FULL HEIGHT R-11 BLANKET WALL O m ', '. !'• . .' ; ;:. INSULATION AS MANUFACTURED BY 6 O a • ;.4 ! ; N GERTAINTEED CORP. ASTM E84 MAX. o Q FLAME SPREAD INDEX 25 Q MAX. SMOKE DEVELOPED INDEX 50 2x6 STUD WALL AT GARAGE (5EE FLOOR PLAN) I/2 GYPSUM �0 DATE: OCTOBER 2021 BOARD q" TRIM 5HEATHIN6 AROUND CEILING, JOISTS FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2x6 G.J. LAP AND CONNECT OVERHANG GEILIN6 JOISTS TO STUDS WITH SECTIONS 4 MINIMUM (3)-Ibd FACE NAILS; DETAILS 10' POURED CONCRETE FOUNDATION STEM WALL (ENGINEERED DE516N) VERTICAL REINFORCEMENT; #4 REBAR AT 12" O.G. H I OH-!tel I ND UPLIFT STRAPP I NO 14" TO 4j" CONCRETE COVER FROM INSIDE FACE 30" x 30" x 12" DEEP P.G. FOOTING DRAWING NUMBER HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. w/(3)-#4 REBAR E.H. SCALE: NT5 TOP BAR WITHIN 12" OF TOP OF WALL UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING SECTION SECTION NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). MINIMUM 3'-0" BELOW GRADE SCALE: 1/4" = I ft SCALE: 1/4" = I ft A === a STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE m RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Gode - III NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publicatlons Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R105.2 BUILDIN6 PERMIT: A building permit shall be issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE516N 5TANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL httpr,..//hazords.atc.ounc.1l.org FOR THE PROJECT LOCATION.. I'" p Speed Topographic Special wind Windborne HAZARDS p 9N LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.0031° W '12.5665° THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amaro v 20 psf 127 None No No B Severe 36" M to H 15 'F Yes None 5990F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G.("Designer") to provide professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HE16HT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] IL AFFIX THI5 SIGN IN AGGORDANGE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXF05URE CATE60RY: FXF05URE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall D Elevation Latitude tem erature coolin difference Immediately notify Designer, in writing, If there Is any W heating cooling factor P g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan O t�T 60 ft 41° North 150 99% outdoor DB 850 1%outdoor DB 0.998 70°F 75°F 55°F REGUIRE ADJU5TMENT COEFFICIENT5 [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. Z Ul Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (25'-0" roof � 83012.1 WIND DESIGN: In accordance with Figure R3o12(5)B wind - Daily range span, 140 mph, pitch greater than 5:12) [TABLE RS02.11] design Is not required. This building is designed in � O difference heatingcooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf p 9 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 = 80 plf 83012.12 PROTECTION OF OPENIN65= This building In not located La T UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Windborne Debris Region. 0 OF ALL BRACED WALL PANEL5 [R602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located in a flood hazard area. ? - ' 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: AWL l- Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,Sleeping rooms 30 psf,Stairs 40 psf 8301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A50E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 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 b design corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENER ' THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on �� 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 i/2 x 0.113 ),or 4-8d box(2/ x 0.113 ), or P Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I�olsts,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2Y2"x 0.131"); or Toe nail 21 Joist to sill,top plate or girder 3-8d common(2%"x 0.131");or P � , g g P g g „ „ • Toe nail 3 3-1Od box (3"x 0.128");or 3-10d box(3 x 0.128 ),or Staple 15 ga. 1 / 4 g R302.1 FIRE-RE-515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 1 projections shall be located at least 5 feet from lot lines and 3-3"x 0.131"nails Up to 0.097-0.099 Nail 2 X 3 6 are not fire-resistance rated. 4-8d box(2 y" x 0.113");or 8d box(2%2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 / 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2%"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: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( )� Per joist,toe nail 22 roof applications also '� 19 5 Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and o 5DI = 0 (req'd max. 3-1 Od box(3"x 0.128");or ( PP ) l Od box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ p g • 4 8 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2%4 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%"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 %2" x 0.162");or Face nail 2-8d common(2%" x 0.131");or 23 3 Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-lOd box(3"x 0.128");or Face nail /2 and X surfaces shall have a F51 � 25 and a SPI s 450. See plans R802.5.1(9)] 4-3"x 0.131 ) 0.097-0.099 Nail 2 X 4 8 for exposed Insulation values. 2 staples, I"crown, 16 ga., 1 3/"long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135");or Staple 14 ga. 2%4 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d common 3 / x 0.162 i where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 4-1Od box(3"x 0.128");or 3-16d box(3%2'x 0.135");or 1 Staple 15 ga. 2 1/ 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 X" x 20 a. ridge strap „ • 25 2 planks(plank&beam-floor&roof) 2-16d common 3%2'x 0.162 At each bearing, face nail 1 8302.13 FIRE PROTECTION OF FLOORS. Not needed for this 5 g g P 3-lOd common(3 x 148 ),or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 8 to rafter 4-3"x 0.131") 3-16d common(3%2"x 0.162");or SPACING` O FASTENERS project under Exception 4. 3 4-1 Od box "x 0.128 )� or DESCRIPTIONa'n OF FASTENER AND LENGTH" NOMINAL MATERIAL 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( d luminaires shall be 10-rated I/A/W NI102.4.5 with separation 3-16d box(3Y2"x 0.135"); or 26 Band or rim joist to joist :: :: End nail THICKNESS 3-lOd 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 late ( )' nail on opposite side of each rafter :: " (inches) from insulation per listing. P „ , pp 4-3 x 14 ga. staples, /6 crown ) (inches) (inches) 4-1 Od box(3 x 0.128 ), or or truss' I I R308.4 HAZARDOUS GLAZING LOCATIONS. Tempered glass or OL1 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 U) I-- 20d O 20d common(4"x 0.192")' or and adjacent to door panels;within 60 Inches of wet surfaces; V ' at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W tm z i) 4-16d box(3Y2"x 0.135");or ,� i W 7- Z 3-1 Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24 o.c. face nail at top and bottom 3d, corrosion-resistant,ring shank nails R30�t.1 6ARA&E FLOOR SURFACE: tiara a floor shall be 5-Inch d•d dJ Z IY „ • Toe nail 3 6 g ?- - W O -t W 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 I/4-inch per foot toward vehicle 1p Y P 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. 0 t(N d- cq Z W 7 Roof rafters to ridge,vane or hi rafters or roof rafter And: Staple 18 ga., %long,X crown �J r O Z finished flooring other than the 3 6 8310 EMERGENCY E50APE AND RESCUE OPENINGS: It. 1s the U� O O to minimum 2"ridge beam 1 „ „ • 2-20d common 4"x 0.192" ;or ( g ) z r z 3-16d box(3/ x 0.135 ), or ( „ ) Face nail at ends and at each splice X builders responsibility to verify that window units supplied by < A- O W 2-16d common(3 %" x 0.162")• or 3-1 Od box(3 x 0.128 ); or 1 %4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for t,1 � ()/ L ^ ® O 3-10d box 3"x 0.128" ;or End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where reclulred. Q J O AL ( ) (galvanized or stainless steel)roofing nails(for the finish) O X_- m pLr < 3-3"x 0.131"nails R311.•1 STAIRWAYS: Interior stairways shall be re-assembled A- } Q 7 4-16d box(3Y2" x 0.135");or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O IY g g g wood units. The maximum riser height shall 8-1/4 Inches and N O d 0 Wall 3-16d common(3%"x 0.162"); or At each joist or rafter,face nail (for the finish) the minimum tread depth shall be a Inches,plus nosing where Z Q 28 Ledger strip supporting joists or rafters j required. Provide handrails per Code. < 16d common(3 %2"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above �^ 16 o.c. face nail 1 5 3 6 grade,and steps leading thereto, shall have guards that X rL- 3"x 0.131"nails 2-1Od box(3"x 0.128");or 2-8d common X and 16 12%2 ga. (0.099")shank diameter conform to Code. "�q� 29 Bridging or blocking to joist 2%"x 0.131" • " �� Each end,toe nail _ Stud to stud and abutting studs at intersecting wall 16d box(3%"x 0.135");or 12"o.c. face nail ( ), or 2-3 x 0.131 nails Staple 18 ga., s,%6 crown width 2 5 83122 WINDOW FALL PROTECTION: Windows with sills gess than Q 9 3"x 0.131"nails SPACING OF FASTENERS 11 s is 1 1 X ring or screw shank nail-minimum a 24" above finished floor and greater than "12" above grade corners(at braced wall panels) � �� /2, /, /32 and/ 1 6 8 shall be protected per Code. 16d common(3 y x 0.162 ) 16 o.c. face nail TEM DESCRIPTION NUMBER AND a b e Edges Intermediate 12/ga. (0.099 ) shank diameter 16d common(3 V"x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ' ' h supportsc,' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2"header with%" spacer) (inches) smoke alarms,carbon monoxide alarms,and heat detection ¢' 16d box(3Y2" x 0.135") 12"o.c.each edge face nail (inches) 1%2, 2%2 and 4 12%ga. (0.099")shank diameter 3 6 alarms shall be Installed at all locations shown on the plans. a• ,(f Cl ,�;; E� , �' 5-8d box 2%" x 0.113" or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 1 % 6 8 <• 'r''S`PC fY "" per: .,, r' ( ) g g P g g P g 8315 CARBON MONOXIDE ALARMS: Install at all locations � �ty . ,�.,• ' •- • J 11 Continuous header to stud 4-8d common(2 z"x 0.131");or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1 Od box(3"x 0.128 ) 30 / / (d common(2)lx 0.113")nail 6 12f 1 Y2 long ring-grooved underlayment nail 6 6 8317 as DECAY AreservatNelOt Bated (P.TJ shall plans 3 :: _1 :: 16d common(3%"x 0.162 ) 16"o.c. face nail subfloor,wall 0.200 4d cement-coated sinker nail 6 6 p p accordance with AWPA UI for the intended use and location. ti 12 Top plate to top plate 1O box(3"x 0.128 ) or 31 /2 1 8d common nail(2Y2"x 0.131 ) 6 12 Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless IEL ' 12"o.e. face nail l Od common 3"x 0.148" nail• or steel,silicon bronze, copper or 1/2" diameter or greater3"x 0.131nails 1 „- ( ) Particleboard steel bolts.8d 2/ x 0.131 deformed nail 6 12 32 1/ 1 4 1 :� ::( ) 4dring-grooved underlayment nail 3 69 X 3 R401.4.1 6EOTECHNICAL: Footings and foundations shall rest on � EF�ED OCT 0 6 2021 8-16d common(3 %2"x 0.162");or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint 1%2"galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 psf. Visuals graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3Y2"x 0.135");or (minimum 24"lap splice length 33 %2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a 1 X" lop 3 6 s 3/8 cl include rave 15Wgravel and 4 5P-sand and sandy rgavee1sa d•5M 6M 4 s5lty and 56-91 ty 12-10d box(3"x 0.128");or each side of end joint) P g '' g Staple 16 ga., 1 y long, crown 3 6 � � 9 gravely � y p 12-3"x 0.131"nails 3 :: :: an c ayey sand. Unsuitable subsoil material encountered J 1 /4 galvanized roofing nail, /6 head 1 Y8 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ O 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 1/" long 3 6 �' a p g %long,s crown 3 6 with Y4" crushed stone to a minimum depth of 8 Inches or AOBE. _ P g � g Sta le 16 a., 1 16d common(3 y"x 0.162") 16"o.c. face nail 1 „ d 1%2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls,exterior O �Q I- Bottom plate t0 joist,rim joist,band joist or 35 / gypsum sheathing 1 „ 1 „ 7 7 walls and other vertical concrete work exposed to the tt� t' 1/ long; 1 / screws, Type W or S For SI: 1 inch=25.4 mm. p .D 14 16d box 3%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 „ compressive strength of f'c,=3,000 psi at 28 days. Porches, 1L Q- 3 x 0.131 nails 5 „ d 1 /4 galvanized roofing nail; staple galvanized, 36 / gypsum sheathing ;/8" 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 tthe weather,,and garae Z „ 1 long; 1 /g screws,Type W or S $ P P : floor slabs shall be air entrained stone concrete with a O 3-16d box 3 X x 0.135 • or 3 each 16 o.c. face nail Bottom plate to joist,rim joist,band joist or ( I/ )� 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 clays. Q 15 2-16d common(2 72"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 P y • � O blocking(at braced wall panel) „ „ c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 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 0 N X"" 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 ' Y 37 / and less 8d common(2%"x 0.131")nail y i. • t O v V d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 4-8d box(21/2"x 0.113");or � O p 1 3-16d box 3%"x 0.135" • or 2 „ - 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. V } ( )� 38 / 1 6 12 8404.1:1 BACKFILL: Backfill shall not be placed against ,(� O � � L-) Z 8d deformed(2Y2"x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 V / (y 4-8d common(2%"x 0.131");or Toe nail ) Yin foundation walls until cured a minimum of'f days. Brace top �� W '.._, 4-lOd box(3"x 0.128");or lOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speee is less than and bottom of wall during backfill placement. O< d- 4-3"x 0.131" nails 39 1 X" - 1 X" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O 8d deformed(2/2 x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber NiL 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - V < ~ Q 6 3-16d box(3%" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C• lumber (LVL) shall have a minimum Fb=3,100 psi and modulus w p Z 2-16d common(3 1/" x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. k 3-IOd box(3"x 0.128");or End nail Rbo2 WOOD WALL FRAMING: Load bearing dimension lumber shall < d v Z 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be ou las fir-larch No. 2 or better. Studs shall be a minimum (L D ~ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X _( 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c R"102.3 GYPSUM BOARD: All Interior walls to be covered with 6" E- 0 17 To later laps corners and intersections WALL SHEATHING USED TO RESIST WIND PRESSURES N � P P P 2-16d common(3 X"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 0 - r1 3-3"x 0.131"nails 2 noted on plans. -1 b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2Y2 `1033 SIDIN6. Exterior wall covering shall be vinyl siding tested J t� d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed W 2-8d common(2%2"x 0.131") or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's WO Z O 18 1"brace to each stud and late 2-IOd box 3"x 0.128" ;or Face nail p g ( ) PANEL SPAN SPACING P ( ) e. Sacro of fasteners not included in this table shall be based on Table 8602.3 2 . Penetration THICKNESS Ed es Field Wind ex osure Gate or Instructions for higgh-wind regions. Use stainless steel Halls for W RATING (inches) g P category fastening vinyl siding on buildings located within 3,000 feet of O f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size orches 9 y 9 9 2 staples 1 4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. cv inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 1 " :: . 6d Common 1.5 24/0 / 16 6 12 140 115 110 g to 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(2Y2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses, roof beams and Gelling joists shall Lx-- 19 e J 19 1"x 6" sheathing to each bearing " Face nail Douglas flr-larch No. 2 or better. 2-10d box(3 x 0.128 ), or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a., 1 %4" lop sheathing shall conform to ASTM C 208. 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be rovided with a p g g g (2.5 x 0.131 ) 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 required minimum net free ventilating area of Xso of the area of the DATE: OCTOBER 2021 3-8d box 2%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(21/2'x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Ra052 ASPHALT 5HINOLES: Asphalt strip shingle, wrappers shall PP Y g q g• g g P g PrP �' � 9 pp 3-10d box(3"x 0.128");or be labeled to Indicate compliance with A5TM D-1158 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown, 16 ga., 1 %4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened In pp y g g accordance with the manufacturers instructions to achieve Face nail ) p g j p inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on 9• p P 9 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 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(2 „x 0.113„), or opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2 y"x 0.131");or j. the he l is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667c. 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 • 3-10d box(3"x 0.128"); or . span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 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. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3X")at Load bearing a braced/shear wall above(must stack over wall blow) bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Y2") Plate nail, 16d(0.135 x 3 V2") 12"on-center g Y8", Blocking panel: 1%"TJ@ Rim Board,1 (must stack over wall below when resent When sheathing thickness exceeds 2x stud wall at Floor panel nail- gp present) ALLOWABLE HOLES - TJI JOIStS at 16"on-center1 , ® ® No load bearing Z at 16"on-center trim sheathingtongue at rim board 1 " /a TimberStrand LSL or TJI of Blocking panel: Web stiffener g 16"on-center 8d(0.131"x 2/2 )at 6' on-center joist. wall above 1Yz"hole may be cut Min.distance from Table A Min.distance from Table B Y 1Y8"TJ@ Rim Board,1 a" Plate nail-16d(0.135"x 3Y") Blocking panel: anywhere in web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1Ye"TJ@ Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 ® cut or notch flange. TJI®joist Floor panel nail- 8d(0.131"x 2Yz")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL 8d 0.131"x 2/z a 1Ya"TimberStrand° or TJI®joist O Rim-to-joist Web Stiffeners required 4"on-center ) LSL rim board. Yis"� Web stiffeners 6" O s•T Z j each side at A3. W B1 61 W required on both O nail - Toe nail-10d(0.131" 6" L+ 2 x D+ D+ Closely grouped round L2 2 x L2 D2 sides of both joist s" 6 Toe nail, Toe nail, ® 1Y"TJ@ Rim Board(A3/A3W When sheathing 7 12" x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut O 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist onl or thickness exceeds/s", Web stiffeners required DON holes fn (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center Y) min. End of joists at hatched meets requirements for hatched + IL ' 1Ya"TimberStrand® LSL. trim sheathing tongue 3 on both sides at B1 W cur holes!n cantilever except knockouts) q than t/"In For rim board thicker than 1/4 centerline zones round or square holes. zones cantilever TJI@ rim Dist at rim board and B2W ONLY reinforcement q Q Web stiffener " -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Toe nail- me(0.131 x 3") Table A - End Support required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp g at 6"on-center* P P 9 9 P Y q sides at Al W ONLY joist bearingat ends. Attach ,k support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be regt.ired with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N Al Al W* A2 A2W'r 819(9(9 nail from side of parallel closure into rim board, walls above or below-see detail B1 B3 B3W below-see detail B1 B4 e ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE z _ O O O rim joist per A3 detail. Jolsr rJl® *For additional installations specifications see Rim Board A3.4 A3.4�1c DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 P O 2 3" a" 5^ sY' 7 e% 11 13 z" 3~ a- s~ 6Y 7 s%' 11' 13~ (1 O O O y Nail through 2x_cantilever,wood backer and 110 V-o" r-6" 2'-0" T.0" F-o^ r-0" r-6" 2'-6" T-6" 4'-s" tV V 1 Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ@ Rim Board or 1%"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1-0" ,'-s" 2'-s^ 3'-0" 5'-s^ 1'.0" 2'-0" 2'-s" a'-o" 5'-0" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ 9001. 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~ 0 A panel 230 1'-6" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0^ T-0" 4'-6" 5'-0" top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-s" z'-0" T-0" 4'•0" s'-0" V-6" 2'-6" T-6" 5'-0" F-6" O with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-s" T-s" F-0^ T-0" r-0" T-0" 4'-0" 5'•6- s'•o" schedule. 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" •• " 5'-6" 1'-0" 1•-6" 2'-0" 2'-6" 4'-6" 5'-0" V-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Y"TJ@ Rim Board 1 a"TimberStrand© 210 r-0^ r-s^ z'-o" 2'-0° 3'-0" 3'-s" s•-o^ r-o" r-s" r-s" 3'-0• s'-o^ 5'-s" s•-s^ reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, 4'-0"length of 8"diameter maximum hole for 11%8"- block.Use 4'-0"length maximum for blocking panels 9y"deep Attach reinforcement to joist 11/8~ 230 1'•0" 1'-6" 2'-0" z's" 3'-0" 3'-s" s-s" 1•-0" 2'-0" 2'-6" T-6" 5'-s" s'-s" 7'-0" 4 reinforcement on one each at top and bottom flange. 1 360 r-s" r-o" 3'-0" 3'-s^ a'-6" s-o" 7'-0" r-s" 2'-s" 3'-s" 4'-s" 6'-s" 6'-s" 7'-6- 8" -6" (� 8"diameter maximum hole for 11 3 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI@ or shorter than 12"long. with one 8d(0.131"x 2/z") Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 r-6" 2'-s" T-0^ 4'•0" 5'-6^ s'-o" 8'-0" 7-6" T-s" 4'-6" 5'-6" T-0° T-s" 8'-0- Web side at E2,both maximum for blocking panels 9Y2" joists. 9 pp P 9 P sides at E3 g P 110 1'-0" 1'-0" 1'-0" 1•-0" ,'-s^ 2'-0• 3'-0" s'-s^ 1'-0" 1•-0" 1'-s" z'-o" 3'-s" a'-o" s'-o" s'-o" Web stiffeners 7/"-16"dee blocking panels;6" deep or shorter than 12"long. with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 r.0" r-0" 1'-0" r-s" 2•-0" z'-6" T-6" 6'•0• r-o" 1-0" r-0" 2'-6" a-0^ a'-6" s'-6" 8'-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ@ Rim Board 1Y4" nail at each corner panels between each loaded joists 14" 230 r-0" r-0" 1'-0" 1'-s° z'-6" z'-s° a'-o° T-0^ r-0" r-o" z'-o" T-0" 4'-0" s'•0° 7'-0" 9'-0" sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-0" r-0^ r-6" 2'.6" T-s" 4'•0" F-6" 8'-0" 1'-0" r-s" 2'-6" 4'-0" F-0" F-6" 8'-0" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 4" connections equivalent to Wood k utt` -0" a'-s" s'-o^ s'-s° s'-0^ r-6~ 3'-0" a'-o° 5'-0^ T-o^ T-s" 9•-0" 10'-0" - Y1; Do not cut flanges. 1Y"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer ayet t\ 210 1-0^ 1'-o° r-0" 1'-0" 1'-0" n6" 2'-6" 3'•6" 6'-0" 1•-0" 1'-0"�O2'-O" T-0" T-s" 6'-s" e'-0" 1r-0" O TimberStrand® LSL Nail with one side at E5, g 3/4. e e �a�"�\��ads° 16" 230 1-0^ 1'.0° 1.4. 1'-0° r-s" 1'-6" T-0" 4'-0" T-0" 1'-0" r-0" T-o" s-o^ 1r-o'12"len th of l\ t G O 3601'-0" T-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" F-0" F-6" 9'-0" 10'-0" 11'-6" -7 each at to"x d nails,one Attach reinforcement to both sides at E6 re E reinforcement on one side \�eJ oto / • Full depth vertical reinforcem � •\� 5so r-o° r-o^ r-o° ,'-o^ 2'-s^ 3'-0" s'-o° T-s^ 10'-0" r-o^ z'-o^ 3'-0^ a'-6° s'-s^ r-o^ 1a-o" 1r-o" 12'-0" each at top and bottom flange. joist web with 3 rows P ca �`t` blocking between 7,both sides at E8 F1 �e�g 10d(0.148"x 3")nails at 6" 9 a~ 5" s" 7•' e„ 10~ 12" 15~ 1r• a~ 5" s•• 7~ s" 10~ 1z~ 1s• 1T' - Attach reinforcement " on-center,clinched.Use 2 each joist 360 1-0° 1'-0" r-0" r'-0" r-0^ 4'-0" 5'-6" 10'-0" 1'-0" 1'.6•' 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum , "" 7 ' CE7) E8 Less than 5" 1e' to joist flange with 2'. rows with 9/z and 11/ Less than 5" 560 r-0" 1'-0" r-o^ r-o" 2-0" a'-s^ T-o^ 1r-o^ r-o^ 3'-6" s'-o" s'-s^ a'-o" 1r-o^ 12'-0^ 1a-s^ squash blocks 1 " \�\ ® 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'•0" 4'.0" T-0" 10'-6" 1'-0" 1'-0" 8'-0" 11'.6"114--0-116-6-1 q p 8d cerate"x 2/z )nails rc 6" tea+ TJI joists. Ga WEB STIFFENER ATTACHMENT 20 5so r-o° r-o^ r-o° r.o" r-o" 1o'-s" 13'-0' 1a'-s" 1s'-o" 1V"TJ@ Rim Board or 2�•\tt\ on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. O Y8"minimum O transfer load around TJI®joist` horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" 23/"maximum pp Table B - Intermediate or Cantilever Support E1 E1W Nail with each (0.131"x 3") E2 E3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Option#1: 560,560D See sizes below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) Jolsr rJl® EXTERIOR DECK ATTACHMENT Apply subf/oor TJI@ joist blocking with end DEPTH 2" 3~ a•' 5" 6Y„ 7~ 8%„ 11~ 13" 2" 3•• a" 5•• 6%~ 7•• 8'/e~ 11• 13'• blocks installed at� joist-span Web stiffener both sides. adhesive to all Y3 j p See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" T-6" 1'-6" 2'-6" 3'-6" F-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations using P Pp 9 9 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'0" Hanger height must Double TJI@ Joist Filler Block: Hanger Backer Block: Install tight Maximum 4"overhang contact surfaces 1 „ * below,install web stiffener tight to top flange s%" g g Flashing two 8d(0.113"X 2/z ) TI ht fit* 230 2'6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" 7'-6" be a minimum of eo h Attach per the table.Clinch to to flan a ti ht to bottom ermitted at beam. g 9 (gap at bottom flange) p p g ( g p nails or iso 3'-0" a'-o" s'-s° s•-s" s'-o° 3'-0" 4'-6" s'-s° r-s" 8'-0• of joist depth „ Nailing Requirements 560 T-6" F-0" 6'-0" T-6• 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x_ tiSQa 2/ screws, Depth Minimum Web Clinch nails when possible. 1 ledger 31°\s ad typical TJI@ Joist Series (in.) Stiffener Size Type Number Nails 110 1'•0" r-0" r-6" 2'-6• 4'-0" 4'-F' s'-s" r-o" 1-6° 2'-s" 4'-°" T-o" g �e\ End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" V-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10%0" ry;�• See fastener ® , 110 All 5/ex 2516""' 11'4~ 230 1'.0" 2'-0" 7-6" T-6" 5'.0" 5'-6" 10•-0" 1'-0" 2'-6" T-6" F-0" 8'-6" 9'-0" 10'-6" 1Ys"TJ Rim Board or 1/a" table below.Maintain ® 21D All 3�"X 251g""' 8d 360 2'.0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" P 2"distance(minimum)from Option#2: 230&360 All 7/"x 2518'") (0.113"x 2%") 3 3 110 r-0" r-o" r-o" r-0" 2'-0" T-6" 4'-6" 8'-6" 1•-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" TO mount Timber-Strands LSL. 5so 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 6'-6" 12'-0" 3•-0" 4'•6" 6'-0" F-0" 10'-6" 11'-0" hanger edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 r-o^ r-o^ r-o" r-o^ r-s^ 3'-0^ s'-s° s'-s" ,•-o" r-o" z'-o" 3'-s" s'-o" T-o° 10'-0^ 1-T-0- Face block joist-span locations using two 2 560 All 2x4''' 14" 230 r.0" 1'.0" r-0" 2'-0" T-s" 4'-0" s'-0" 10'-6" r-0" r-0" r-6" 4'-0" V-F' T-F' 11'.0" 13'-6" Face mount Allowable Load(lbs) 1 „ (0.135"X 3�") 360 1'-0" ,'-0" T-0" 3'-6" F-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6^ 9'-0" 10'-0" 12'-0• 14--0-1 1 hanger both sides of web / screws per joist,typical 9 @ Fastener 1%"TimberStrand® 1Ye"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" 5'-0" T-0" 10'-0" 11'-0" 13'•6" 15'-0" with single TJI joist LSL rim board Option#3: 560D 20 2x4 16d 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" ,'-o" 3'-s" 6•-0" 10,_0„ 1'-0" 1'-0" 1'-0" 1'-s" a'-s" 5'-s" 10'_0" 12,_6" 16,_0" Web stiffeners required if sides of Y"lag bolt 610 480 Direct) a lied ceiling 22""' (0.135"x 3%") 6 11 230 r-o° r-o" r-o^ r-o° r-6^ z-o° a'-o" s'-s" 1r-o" 1'-0" 1'•°" r-0" z'-6" 5'•0" 6'-o^ 1o'-s° 13'-s° 1F-6" With top mount hangers,backer block required only Y pp g 24""' 6 13 16~ 360 1'•0" r-0" r-0" r-0" T-0" 4'-0" 6'-6" ,0'-0' 13'-6" 1•-0" 1'-0" 2'-0" 4'•0" 7'-6" 8'-6" 13'-0" 14'-6" 1T-0" H 1 hanger do not laterally support at Fit H3 3 „ ®. O for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. When specified on the layout, one of W 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 7'-0" 11'•0^ 15'-0" V-0" 1•-0" T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16•-0" 18'-0" least/ of TJI joist top flange conditions.For nailing requirements see page 5,TJ- � PB1 p y O (1)PSI or PS2 sheathing,face grain vertical the bracing options above is required 2 Construction rade or better a" 5" 6•' 7" 8" 10" 12" 15" 17•' 4" 5" 6" 7" 6" 10" 12" 15" 17" t \ 9001,Weyerhaeuser installation Guide for Floor and ( ) 9 v Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI@ 560D Joists 18„ iso r-o^ r-o" r-o" r-s^ 3'-0" s'-o" s'-o^ 1F-o^ r-o" r-s" a'-o" 6'-6° 9'-0" 1a'-6° ,s'-s^ 1s'-s^ _ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" W-6-111--6-116-6" 18' FASTENING of FLOOR PANELS 20„ 360 ,'-o" ,'-o" 1•.0" V-0" 1'-0• 3'-0" s'-0^ „'-o" 1s'-s" 1'-0" 1'.0" 1'-6" 4'-0" 7'-0" 12'-6" 11'-s"BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 5so 1'-0" 1'-0" 0" ,'-0" 0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 6' 19'-6" 20'•6" O TMID(1)(2) Rim Board 13/2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. l n� t() LU ® 1 "" TimberStrand®LSL Microllame Parallame 9Y2"or 9Y2"or 14"or 9Y"or 14"or 18"or 14"or 18"or • Leave Ya"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. V z I W z Nail Size 110,210, 360 and Ye"TJ Ri 1/a BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 117/„ 14" 111%" 16" 11'/" 16" 20" 117/a" 16" 20" Tables are based on uniform load tables in current design literature. Z Z d Z Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+4" 2x6+Y2" 2x8+)z" 2x12+j2" Two Two Two 1T Q-1 lu 1%"TJ@ Rim Board or Strap per code if to late 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - _ P P P P � (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - � Z 10d(0.148"x 3"),12d(0.148"x 3Ya""') 3 3 6" 4" 4' 4" 4" at the center of the joist span provided that no other holes occur In the joist. 1Ya"TimberStrand@ LSL or is not contiruous over 3 „ 3 „ Q - 1- O Cantilever 2x6 2x10 2x6+/ 2x10+/ 2x6+Y" 2x10+Yz 111 I _ blocking for lateral support header 16d(0.162"x 3Yz") s" 6" s" 6" Not O 3 111511 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams (� Z W (1)Stagger nails when using 4"on-center spacing and maintain 1 /e`joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) tong long 4'-0"long 6'-0"long 4'-0"long 6'-0"long OL panel edges)for diaphragms.Fastener spacing for TJI @ joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(') ILI > Fe Lf 013 Strapper code If 10 blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 " 3 " 7 „ 7 „ .55E TimberStrand LSL Headers and Beams a- _ ,� y P P (Detail F1 / or/ / or/ /8 or V Net 2x6 2x8 2x12 (� J V 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 V'Q 3 With 10d 0.148"x 1/2" nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the O ( ) P 9 9 9 9 P l� O Q over column O� .. TO mount 3 (1)If necessary,increase filler and backer block height for face mounthangers and maintain�"gap at top ofjoist;see detail W Fillerandbacker largest hole(minimum) P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /e'(t0 avoid Splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). hanger (5)Can be reduced to 5"on-center if nail penetration Into the narrow edge is no more than 1 %a°(to avoid splitting). /depth Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 1 Allowed hole zone " ' N Z 0 Column wood from direct recommendations listed above. I �+ hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Q L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. ° o o X Z O O O literature for framing connectors ■Nailing rows must be offset at least Y2'and staggered. ■14 ga,staples may be substituted for 8d(0.113"x 2J/2")nails if minimum penetration of 1"into the TJI O joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL _ ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 914"-9Y2" 3" 8 �8'" 11Y4"-11 %" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements 14"-16" 4%" Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone b Rr":•rr"r* Piece #of ;•* ',�• '�3"•�. Width Plies a) blocking • Allowed hole zone suitable for headers and beams with ' t:- Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both uniform and/or concentrated loads anywhere alongthe member. +��•.� sides,staggerfastenersYeas be the second e Round holes only 10d nails 3" 3(2) • No holes in headers or beams in plank orientation. BEARING AT 12„ side so they fall halfway between COLUMN 2 12d-16d nails 3 Y4" 2"' One side fasteners on the first side. ••11 Screws 33/"or 3Y2" 2 24" lOd nails 3" 3a) DO NOT bevel cut joist Al H2 Other Trus Joist® Headers and Beams 12" Both sides beyond inside face of wall. Rim board joint Microliam@ LV ' 12d-16d nails 31/a° 2`2' Load must be applied even) across E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallame PSL /depth ` 3 13/a Screws 33/"or 3Y2" 2 24' Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the 1 ^" "'•'`" °' y f r•. r t. ' PP Y 3' face ofsupport member, largest hole(minimum) +e�/�;i?, E+* vp•"".� 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails'" 3" 3"' One side connections for side-loaded beams. NOT cut,notch or drill t5> and beam bearing 3) 1 Z 12"" (per ply) except as indicated in t- L5 length.See current 4 12d-16d nails 3/a" 2 d ° holes illusr ations and tablees.beams DEL 0"T � � [021 O Weyerhaeuser literature. 5"or 6" Both sides y Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° o ° 6 3/4` One side form a header or beam of the required size,u to a TJI®rim joist Q l.6 q P ,•'•. 5"or 6" Both Sides maximum Width of 7" • • � Microliam@ LVL and Other Trus Joist®Beams 1%"TJ@ Rim Board or 1%" Parallama PSL Header or Beam Maximum Round 3Y2" Screws 6 3/4" 2 24 One side A2 L3 TimberStrand@ LSL. allowed hole zone Depth Hole Size O 2 �"bolts 8" 2 24" - middle 13 span 4/ 1" H 5%" 13/4" - d 1.3E TimberStrand@ LSL allowed hole zone d 0 Q " (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". B1 l.1 7Ya'"-20" 2" tJl 14 COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. (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. H1INL See illustration for Allowed Hole Zone ll. n General Notes Q O !� IZ � m B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q • Round holes only Q O BEAM ON No holes In cantilevers. COLUMN CAP NAILING AT BEARING (FLOOR) l.5 B3 N TJI@ Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 1 ® (Load bearing wall above) _ ` V 1/e"TJ Rim Board or 11/4"TimberStrand@ LSL. Joist may be shifted up to 3"if Use B1 Or B2 at One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings WARNING � v One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. O 0 5 Z O nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally Q IL nails at an angle at braced/shear wall 00 Plumbing Drop j Bracing Includes: O O IQ O least 1Y"from end. End of joists from above • Hangers • Rim Board • Rim Joists - V a LLL) O P1 Blocking • sheathin at centerline lk4 3%"minimum of support Z COLUMN BASE intermediate bearing Also see detail B2 T JU W 1%"minimum end bearing 9o single-family applications 5%"may be required for maximum H1 _ Qf Q O Z Shear transfer:Connections equivalent capacity X to floor panel nailing schedule • ry �d < n Rim to TJI@ Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building k iL ":s :;;�''•`t.' 1 ® TJI@ 560 rim Dist:Toeo until braced. that are lying flat. materials on unsheathed Q - N 1/8"TJ Rim Board, Additional joist is required if .^ 1/a"TimberStrand@ LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over -1 Il 1 floor panel edge is unsupported l.4 TJIa 110 rim joist: nails,one each side of or ifs an rating is exceeded. *• •.. WARNING NOTES: beams or walls. P 9 Exterior Deck !L ' P2 One 10d(0.131"x 3")nail TJI@joistflange TJI®56D - . ,, O LA DONOTusesawn Lack of proper bracing during construction can result in serious -I into each flange floor ° Attachment p p g g W Q g j •..; .;'� ;, : lumber for rim accidents.Observe the following guidelines: O Z OIL Structural g TJI@ 210,230,and 360 rim ° O board or blocking, ®. u /- INSTALLATION TIPS sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. IL ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be N One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. N 0 COLUMN BASE ( /z ) o 1%4"minimum bearing into each flange Top View may not be required. Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each F- m Locate rim board joint between joists. ° Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 82).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 S joist before additional loads can be placed on the system. of a TJI@ joist(with web stiffeners)is not a substitute concrete 1y"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. 1Y8"TJ@ Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each oist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand@ LSL. 12"on-center two 8d(0.113"x 21/2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this SATE OCTOBER 2021 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. Bearing plate to be P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microliam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnstaiiation Guide, TJ-9006, which should be referenced for additional information. = I