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HomeMy WebLinkAbout45945-Z i �o�SUFfat�-�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN. CLERK'Si3OFFICE oy • o� SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45945 Date: 3/18/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 i To: construct single-family dwelling as applied folr per SCHD approval. (Lot#21) At premises located at: � 2495 Stanley Rd, Mattituck y SCTM #473889 Sec/Block/Lot# 106.-8-75 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 $1,942.00 i CO-NEW DWELLING $50.00 Total: $1,992.00 i Building Inspector FIELD INSPECTION REPORT DATE COMMENTS , FOUNDATION(IST) --------------------------`--------- q 4r,-tt & tcoT (Jrvw _-cc trg&NjQ FOUNDATION(2ND) . . . Lam IN - rs a3 r • s� ® Ln ROUGH FRAMING& PLUMBING �r r� H INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS - z NO m ;o 9 �`` :JII �b O Z o x d Ia. z/ 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 hns://vpw�v.southoldtownny.gov w�v.southoldt p ( ) ( ) p ownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t 12 n + PERMIT NO. 14 ✓ Building Inspector: MAR - 2 2021 1i sA WgI xt b iiirtl oct inhir n ire Incnnap ete ions iI rry becee�t a ep�llc �eIT Date: CFebruary(18, 2021 Name:Zenith Pro ert Grou LLC sCTM#l000-106.00-08.00-075 Project Address:2495 Stanley Rd. Mattituek NY 11952 Phone#:917-626-2996 Email:monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 Name:Christopher F. D er Mailing Address:437 South Count Road Brookhaven NY 11719 Phone#:631-286-8668 Email:cdwyer yer@lkma.com Name:Robert A. Steele P.E. Executive Vice President L.K. McLean Associates .P.C. Mailing Address:437 South Countyr .Road Brookhaven NY 1171-9- Phone#:631-286-8668 Email:rsteele@lkma.com ' z;,_ a a P 'r "'\ •c,sMi� a` c''LL scry�°.. xT % �� s �' _.` hA Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuildin com BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? BYes ❑No 1 -Existing use of property:Vacant _ Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? RYes ❑No IF YES, PROVIDE A COPY x- °�` %n .ate✓, 2. .n �Y,,.. Christopher F. Dwyer BAuthorized Agent ❑Owner Application Submitted By(print name): � Si nature of Applicant _ _ __ _ Date_ February 18,2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk' ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above-named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this dayof February 2021 Notary Vub NMA CHRlSTINE W, PROPERTY OWNER AUTHORIZATIOI 00�0 W162s� 9 Suff, flVek,York (Where the applicant is not the owner) mission FacpiresAugust�7ny / I John Popovitch 3080 Route 112 Suite B Medford NY 11763 residing at do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to th T n of uthold ilding Department for approval as described herein. ? / Ow is igna re ate John Po vitch, Zenith Property Group LLC Print Owner's Name 2 T. � 21 'REIWRate - Residential Energy Analysis and Rating Software?vl 0.4: New York Compliance Certificate Project Title: New Home 1000-106-8-75: Projected Rating: Based'on Plans- Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_025 2495 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 2495 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2495 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification..Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass . . Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4473 Your Home UA 363 Better Than Code (Pert) 10.296 Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly, or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0. 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 - 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate-Residential Energy Analysis-and-Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating-Softwart, v1 6,.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter RrVatue RNalue U-Factor UA Joist 1: Cond -ambient 132 J 13.0 - 3.0 - 5.0 0 Joist 2: Cond -garage 23 13.0 0.0 0 Joist 3: Cond -ambient 113 13.0 5.0 0 Joist 4: Cond->attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 .0 Door 2: Fiberglass U-0.17JD 20 0.170 0 Basement Walls Wall 1: R-1 I Paramount 989 0.0 11.0 58 Wall 2: R-1 1 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.0.0 ACH50 Mechanical Equipment Heating: FueL-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required-for your application. Builder or Authorized Employee certify that the home listed above shalt 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 1, Jerl"Y'DAmaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate.-..Residential Energy'Analysis and Rating Software vi 6.0.4 This information does not constitute any warranty of energy costs or savings. Q 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 ( y .REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Cer if' ate -71 Name Title Signatur Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 i s Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27'' Mattituck, NY 11952 Jerry DAmaro Rating No:2021'_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features.listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets-the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Above-Grade Walls [ ] I. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate-Residential Energy�Analysis and�Rating-Software,vM0:4 This information does not constitute any warranty of energy costs or savings. ©1,985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27.. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: South Comments/Location [ ] 2. Window:'U:0.30, SHGC:0.31 (45 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation:South Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: South Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: North Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC(16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis and;Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder;.Colorado. Page 2 of 7 Energy Code Inspection Checklist, Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering- Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights != [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0:300, SHGC: 0.310 . For windows without labeled U-factors, describe features: Name: W9 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0.300, SHGC: 0.3:10 . For windows without labeled U-factors, describe features: Name: W10 Orientation: South Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W11 Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: East Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis and Rating Software 06:0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder; Colorado. Page 3 of 7 L � Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 . For windows without labeled U-factors, describe features: Name: W17 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30(7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: East Comments/Location Doors - [ ] I. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II 111 Face / Inset 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 7 L Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_925 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Wall: R-11 Paramount(177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 11 111 Face / Inset' Comments/Location Rim and Band Joists [ ] I. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage(23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II 111 Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic(23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II 111 Face./ Inset . Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16A4 This information does not constitute any warranty of energy costs or savings.- 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering . Projected Rating. 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 2/27/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane; 96.1•AFUE. I Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System ( ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the'design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate•-Residential.Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty.of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 o �Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough'in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 REA711ate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000=106-8-75 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_025 2495 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 2495 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2495 Stanley Road 3080 Route 112,Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-8784808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume(cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy.Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4473 Your Home UA 363 Better Than Code (Pert) 10.2% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value .R-Value U-Factor .,UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall2: Ri5,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate Residential Energy Analysis and Rating,Software v16.0.4' This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado: REM/Rate - Residential Energy Analysis and Rating.Software v16.0.4 .f New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter , R-Value R-Value U-Factor . UA Joist 1: Cond - ambient 132 1`3.0 5.0 0'' Joist 2: Cond - garage 23 13.0 0.0. 0 Joist 3: Cond ->ambient 113 13.0 5.0 0 Joist 4: Cond -attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: 'U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58. Wait 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling:Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your:application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro'Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate-:Residential Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Certificate Name-Title Signat 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 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry.DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times.the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ j 1. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation,. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned'space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face/ Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential Energy Analysis and Rating Software 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 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: South Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC(16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: South Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: North Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name:W7 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 i i •i Energy Code Inspections Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected-Rating, 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: - Name: W9 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: South Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: WI Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: East Comments/Location I [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: South Comments/Location REM/Rate;.Residential Energy Analysis and Rating Software v16.'0.'4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro;Engineering Projected Rating 2495 Stanley Road 631-878-7808 . 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value:0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W17 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300;SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: East Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3, Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: R-0 Paramount(1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 J - Energy Code' Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 2/27/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount(1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount(177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face:/Anset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. j Name: FF to garage Insulation Grade: I I'll -111 Face 1 Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space�and attic_ R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic 'Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 •J !t Energy Code Inspection Checklist . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro- Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_925 2495 Stanley Rd.P.CC.blg Date: 2/27/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE: Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency,48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air.barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate-Residential Energy Analysis and Rating Software.v16:0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date:2/27/2021 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 1.100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM2,5 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 t Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2024_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Property/.Builder Information: Building Name New Home 1000-106-8-75 Owners Name Oasis at Mattituck, Corp. Property Address 2495 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address Plan/Model Name Aurora 2-L-F Community/Development The Fields at Mattituck-Lot 21 Identifier/Other 419-21 Organization ;lnformatiol ' Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com R4-gg/.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 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_025 Rating Permit Date 04/01/2021 REM/Rate- Residential Energy Analysis and.Rating3oftware v1.6.0:4 This information does not constitute any warranty.of energy costs or savings. ©1985-2020 NORESCO, Boulder;Colorado. ♦ r Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 ' RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg General.Bu>fldm�Informat>lon:-. ,', t ,f � r r"; Area of Conditioned. Space(sq ft) 3643 Volume of Conditioned. Space 37200 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 Foundation Wall In_formation s 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 132.30 7.80 6.30 1.50 0.058 0.086 to garage R-11 Paramount Cond->garage/gmd 22.70 7.80 6.30 1.50 0.059 0.086 "Uo Value Combo combines wall, airfilm, and soil path Foundation Watt Library'Lis 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.v1 6.0.4 This information does,not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Stab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1226 6.30 155 155 0 Slab=Floor Library L" st 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 Rim and.Band Joist"Inforri ad6r* _ Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing ` ? ' Grade FF to outside Cond -> 132.30 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 22.70 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 113.30 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond > attic 22.70 0.0 13.0 2.0 16.0 1 0.078 M-- - a, Above Grade-,Wall � ' �` Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond -> ambient Medium 2185.00 , 0.056 to garage/attic R15,FG1,4-16 Cond -> garage Medium 260.00 0.079 REM/Rate-Residential Energy Analysis and Rating Software-v1 6.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO;Boulder, Colorado. Page 3 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Above Crade Wall _ r ' Name Library Entry Location Exterior Color Area(sq ft) Uo Value attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 Above Grade Wall Library,List t f 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: R15,FG 1,4-16 Information From Quick Fill Screen 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 Watt Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 REM/Rate-_Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. m 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 13 c J Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg kAb"ove .Grade Watt.,Library...List 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 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 D1 AGWall 1 South 0.280 0.310 40.00 1.0 11.0 18.0 0.85 0.70 None None W2 AGWall1 South 0.300 0.310 45.00 1.0 11.0 16.0 0.85 0.70 None None W3 AGWall1 South 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W5 AGWall1 North 0.300 0.310 60.00 5.0 0.5 5.5 0.85 0.70 None None W7 AGWall1 South 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W8 AGWall1 South 0.280 0.250 6.00 1.0 1.5 3.5 0.85 0.70 None None W9 AGWall1 South 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W10 AGWall1 South 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall1 East 0.280 0.250 9.00 0.5 4.0 5.5 0.85 0.70 None None W12 AGWall1 East 0.300 0.310 15.00 0.5 8.0 13.0 0.85 0.70 None None W14 AGWall1 North 0.300 0.310 60.00 0.3 1.5 6.5 0.85 0.70 None None W16 FndWall1 South 0.300 0.300 7.00 1.0 9.5 12.0 0.85 0.70 None None W17 FndWall1 South 0.300 0.300 7.00 1.0 19.5 22.0 0.85 0.70 None None W18 FndWall1 East 0.300 0.300 7.00 0.5 21.0 22.0 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front Fiberglass U-0.28 JD AGWall 1 34.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWaII 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No 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 5 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Roof information 3' 77 Name Library Ceiling Roof Exterior r Radiant Type Uo Value Cement or Roof Tite Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1226.00 1349.00 Medium No Sealed 0.035 No No Attic Roof Library List _,. Ceiling: R-39 SPF SA 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 REM/Rate- Residential Energy Analysis and Rating Software.v1,6.0.4 This.information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 r .t Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Mechanical Equipment 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,9,6%JD � � z `' 3 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 DHW'Prop;ST,50g72� Water Heater Type Conventional Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD, AO Smith GPVT-50 201,AHRI 549717-5 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 --77777 Cool JD,15.;1 SEM-34 8K�, REWRate-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 7 of 13 i. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021 025 . RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021 025 2495 Stanley Rd.P.CC.blg Mechanical 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 AHRI203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies 3 All bath faucets Et 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 55.03 peRatio 0.70 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.96 ewaste 24.85 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. 01985-2020 NORESCO, Boulder, Colorado. Page 8 of 13 4 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Duct Systems Name main Conditioned Floor Area(sq ft) 3643.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 737.7 Return Duct Surface Area(sq ft) 273.2 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 4.2 Return Conditioned space 100.0 4.2 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 ft Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential EnergytAnalysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Inftraton and Mechanic t nt>Ilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH C 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 115 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 96.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-ResidentiahEnergy 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 10 of 13 4 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg r g sand Appliances Rating/RESNET 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,Analysis and Rating Software'v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Bouider, Colorado. Page 11 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg 77 77 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 50%Below Grad: true Basement Floor Area 1226.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID 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 12 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg DOE: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. Active Solar 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. O 1985-2020 NORESCO, Boulder, Colorado. Page 13 of 13 INCL.,LOTS 5=11 1NCL., SURVEY OF LOTS 1-3 _ INCL.MAP OF THE FIELDS AT MATTITUCK "gym FILED MARCH:31',2006 AS MAP NO.11370 ' 13 17 IN. . .AND 20,21 AND'27' LOCATED AT I MATTITUCK -.. MAP OF SUNSET KNOLLS SECTION TWO I TOWN OF SOUTHOLD- MAP NO. 5448, FILED 9/9/70, AREA i SUMMAR Y SUFFOLK COUNTY,NEW YORK .:: ... ... .. .. I .. .:. LOT LOT AREA . NO. SO.F.T.__J L----- SNSET DRIVE 1 56,640 U ao y R°e (s0' WIDE) - 2 - 61,994 1 IIr14, NIF _ 3 1�0,312 pstgo �tisy�° \gy SG VA. WELL SITE DN.'fEL'V AND MARIA 7 Ya� Q• �" O ,• N/F _ BR!SOTTI 5 38,395 �,y �A e "P m' MILLER O I I W3 I N/F. I ANORNIFEW AND I HlMLE AN➢'I NpNp I' 6 41,673' : aP N/F I J o I A''/F I LONS7ANTIN'OS I MARIA ISTEVEN NACROSI N/F U - _ �n Z N/F• CATNfRD1E`AND M 2U1 AND MARKELLA MAMARIA S SUFFOLK COUNTY ory�N'g 7 36,951• � •{��jy, pe?. < Y+O I PEGGY- THANAS PRN➢ KONS7ANTINfDfS I e..I LOULOU LWKAS : WATER AUTHORf7Y "eR B 32,744 `(� PP u >a x y PERTSINIDES CGNTDVEROS l o i .. 'h •Kw rrm '' S23'14'40" / S22'00'S0'E S22-20,07"E 9 56,959 a' _e ws At. rat era swww E 42238' 739.28' .: A N WL•BRD. _ CP�r .. eN y LS21YB'40"E N p1' av Lb,£ - - 674.00' 100D3' - ws� � — g $ 10 47,933 nth k9 cla ' ry 11 37,10-0 FFE?' N h 25'VIDE EXISTING AND/OR f` Y' q I .. 21 / �'\ / RELOCATED RJ1V. 13 51,437 a — 19 50,850 W 1 taao-laaao-9aoo-D]sam a� 14 scrx rax \ .. p�� q A I AP f000-106IN1-0800-067NW J l � EASEMENT FOR _ a - •h - N/F I,lo. I T.A7r. : «- ... 6/ lCTM I A ^ / M20'3700"W1-9406-A RETENTION R � .15 49,r�08 PETER AND ELAfNE I{� I 7000-IGS00-0800-OSfipX) ^` ` J�. �. Ip ! (j ` /L '' 16 37,240 R pJE w f PSYLL17S . o J S20'37�"E Nv 3o,ss1SUBJECT 20 32,685 PR❑PERTY/ scrx Jm •4 } 5 '12, ,�I21 41,195NIF1CPf0600-080p-074.(tl0/ V(, 1O06-f06W-0BDP-069[M �RRE ROW LLC . . 22 31,976w � / 23 33,931 1 9\1 N/F o'-I � !9 o� ,,,,a 24 32,803 TOWN OF SOUTHOLD °t - NILKOLAS AND DIVA I N/F .2 / 16 KANacas Iwi ' Lvca NF ctc ? scrx m c vaL '" 25 34,082 4W O u FF scrx.Na .. scrx lm. 19m-loam-caBo-aaum scrx Mx ` ��, .. .. - Nnfi•3B'ia'v 26 32,010 d ISN I. y '!m0.70600-06m-0]30m/ 1000-106a0-0am-O70.W0 !Om-lO6.W-Da90-OIAmD 204Ap' 49 I• scrx An _, . N W-: "W 1•aro-loam-oem-mam7 '' 11 1 27 1,367,048 e I I Yi .-r•rMv. / s� laoo-I'>:crOr:Do-am t7Y7TAL 145,8OD nmo�t RDI. �aN �I 2a VIDE 28, 22 0 I 2,481,801 u o`. RELOCATED 17 - oc w RD.W. „1 56.974 ACRE - SDiIND AVE N/F 1 N N o w JOSEPH H AND &CIA NQ' S.GTX Na � � - UGO RONDRIONE Wp-i� �,tV• �` fR1N R HACARf fOm-106.e7-Gam-011Om �,'• Imo-l06m-0809-0]a000 tam-f0.em=aseo�,9rzmo .' scrx rm W 2 1� _ lam loam aBaa aT]�m Imo-106.00-O80D-054AM F'F eP SO'WIDE VA TER )',� . -- En,l• u 1' EASEMENT TDTNE "'6 —! .r_ LEGEND _. SUFFOLK COUNTY ye' ,�'.., } / a -� 1 AREAT£R SBOOO"SOFT( ..a Y ``gy, y, Y m y' "" ° DRAIDAG' 'R££ LOCATION MAP j. '�c, �0 O I N N CAROL C.K£IC ® DRAINAGE'MANHOLE ELECTRIC MANHOLE O O Q IOm-I5x0 063m0 Z Q FIRE HYDRANT (NO SCALE) . N/F W ` 'JAMfS AND CULLE£N. J 8 1 O TELEPHONE MAA70LE EVE STRAUSMAN WINSTON WI a O MIAYTGOMER*" • &CIA NO SCIA ML O O x I E� CA704 BASIN - >' ® ROUND DRAIN INLET 1000-Im.0a-0a00-09§.ma"1000-10a00-08m-060.0a0 NOTES b ,.. :SCTx HQ r Sa TX fm r Q'` SGTX tffi � P A VATER VALVE' �— (FORM,ERLY ARTH(G7 BURNS) lm0-105m-OaDp-RS].IXO �'r� jwo-11M.m-Oam-061�10 1mY10aW-mD0-a62At0 _ 1 ^y ® VA TER NFTCR I. MEASUREIdFMSARE MACCORDANCEWITH U.S.STANDARDS a g a. CABLE TV BOX ?•�+ 2 10a0-1�'Oam x-m CINNNG - LOT NUMBERS 2 BEARINGSAND DISTANCESAS SHOWN ON'THEFIELDSATMATTIRICN;FILED MARCH 31,2006 AT _ POiN fiV W. •? �- M 1 .g8'.� Q BUIFER AREA THESUFFOLK COUNTY CLERKSOFFICEASMAPNO.11370. _- 29•` IOOAO' T .--, „^ Lu+E y 8.2T50 V -- �LERGROUN 3. ELEVA770AIS REFERENCENAVD 198a BE D TELEPHONE _ Q N23'!5'00'N N1557g0'• N'2018 UO"V - 410.85' N22�900"V•200.0b' N/F N21'2920"V 854.l3' V .. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND -- DOUGLAS A AND PRANCES MCOOPER - -- - -- / - - 4. SURVEYORS SEAL ISA VIOLATttTNOFSECVON7209,SUED/NS10N20FTHENEWYORKSTATE - _ EDUG4nONLAW. .. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AA'ORIGINAL OF THE LAND SURVEYORS'EMBOSSED•OR'INKED'SEAL SHALL BE CONSIDERED TO BEVAUD TRUE COPIES. PROPERTY IS SUBJECT TO. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN DECARA SUBJECT OF COVENANTS AND RESTRICTIONS IN USER 11835 ACCORDANCE WfTHTHEfiXSTIND CODE OF PRACTICE FOR LAND SURVEYORSAD,OPIED BY THE PACE 254(NOT LISTED)AND USER 12389.PACE 816(NOT NEW YORK ONLY ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS LISTED). - SHALL RUN ONLY TO THE PERSON FOR.WHOM THE$U:VEY IS PREPARED AND OATHIS BEHALF TO • DECLARATION TON AND COVENANT fOR ROAD DEDICATON ANTI. THE TITLE COMPANY,GOVERNMENTALAGENCYANDLENDING INSTITUTION LISTED HEREONAND, HOMEOWNERS ASSOCJAMON IN UBER 12429 PAGE 522(NOT TOTHEASSIGNEES OF THELENDING IfJSTITUTION CERTIFlGITlONSARE NO7 TRANSFERABLE TO USTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS ' • ELECTRIC AND TELEPHONE EASEMENT IN USER 1252C PAGE 531 _ - (AFFECTS STREETS} 7. UNDERGROUND UnLIT/E55HOWN ON THIS SURVEYORE FROM UR1fTY MARKOUTLOCATED ON • ELECTRIC EASEMENT IN LR3ETi 1G702 PAGE 492(NOT APPUCABLE). THE GROUNDANDORRECVRD PLANS BLFOREANYE(CAVATIDNIS 70 BEGIN ALL F - WATER EASEMENT IN USER 12495 PACE 137(PLDTTFDI — UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEANDTYPEBYTHE RESPECTIVE UTILITY COMPANIES 8. RIGHTS-0OF Y _ - - 9. THE SURVEY CLOSESMATHEMATrALLY. 10. ZONING USE DISTRICT:AC(LOTS 1.26)AND LOT 274'ROTECTED, DATE- BY DESCRIPTION APPROV, BY �. .. .. REVISIONS Town of Southold Suffolk County, New,York TITLE SURVEY': R Pro arty at Mattituck �. SUFFOLKCOUNTYREALPROPERrYTAXMAPNO, "' CERTIFIED TO. Y TOTRICT UMOlf7 - ZENlTHPROPER7YGROUP, 'THE FIELDS- AT'.:MATTITUCK" DISTRICT SCHEMER COURT LLC; .';`60Y N('(y'y . SECTION 113.00 - JOHANNA R/CHARD 2072 TRUST; s$ %ram 2.00 " GRAPHIC SCALE BaooKLYMnMeERUC �+PV .STIi°�� L. K. McLEAN 'ASSOCIATES, P.C. f AND .. Ihambyauffythatit—pxasmadelmm ,tIalswrey � f 4A.Kz_ • CONSULTING ENGINEERS & LAND,'SURVEYORS Y SUFFOLK COUNTY REAL PROPERTY TAX MAPNO. a —plehldbym .lO09R020. s1 RY AD, OKHAVE TOWN IF SOUTHOtD:. r�=r" 0 7 dB GU BTD FI DI" 100•N NEWhYDRK m o _,m w 5. DIST 1 c5o52e o� t Boole: = L. SECTION.f06lD : (IN FEET)' :• v- '��-w raw- (NY \ esigne Y R BLOCK Gam m1 inch 100 fl TAMARA I.STILIMAN,P.LS. �((ANIs DTewn By, T.L.S./D.M. Date: 10/12/2020 I £ LOTS OSSOOD OST000 WGL GAdD5BOOO4XS000INCL NYSPLS No.W528 y$" end 067.00P-07f.OL101NLL arM0T4.O06aM/0750vM. ,Approved By, T.LS File No. 20099.000 i SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS:AT MATTITUCK LOT 21 FILED,MARCH31; 2006 AS MAP NO. 11370 SITUATE AT q. :MATTITUCK N/F . BOTT.=54.8 </ TOWN OF,SOU THOI D SIGNATURE�VE 9 9AN TRLW'I-� X SUFFOLK COUNTY;NEW PORK RQAD ASPHALT PAVEMENT 578 X < 57.1 X SB.6. . 57.5 62.5 STANLE1'X60.9 BRIM-57J5 _ N 68°ll'20' . X <�* BOTT.=54.4 _ AREA OF PARCEL = 41,.196t SQ:FT. OR 0.946f ACRE (PRIVATE ROAD 50' WIDE) l 40,00 CONCRETE CURB ��`�, RIM=58.88 12' RIM=62.29 LB"`ems(BURIED) (BURIED) 10' 94 l;• �wY I R=1070,00' MON. NF D, 156.82 .. 1 STONE WALL I N/S O.L. / I IE 0.1' H 1: A �. La y y . 1 -VACANT-- 1 1 I • 1 I _- NOTES 20 I. MON, FND, I ON LINE 1 I 1 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,-FILED 2O�' MARCH 31,2006 AT.THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP N0.11370. I 3• ELEVATIONS REFERENCE NAVD 1988,; 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A' LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECT/0N 7209, 31 I 1 SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. 2 n • I 1 W 0 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL \0 W v OF THE LAND SURVEYORS EMBOSSED'OR%NKED'SEAL SHALL BE CONSIDERED,TOBE VALID TRUE COPIES. I W 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS.. . PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND �1 I 1 oo.O Y v SURVEYORS ADOPTED BY THE NEW PORK STATE ASSOCIATION OF .y 14 PROFESSIONAL LAND SURVEYORS. SAID.CERTIFICATIONS SHALL RUN ONLY TO I H a THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE nTLE:COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTIONLISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. p E CERTIFICATIONSARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR vI a SUBSEQUENT OWNERS. I p. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYORE FROIM UTILITY WOODED � 1 MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,I ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED I AS TO THEIR LOCATION,SIZE AND•TYPE BY THE RESPECTIVEUTILITY COMPANIES. ." .. . � 1 � 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. a 9. THE SURVEY CLOSES MATHEMATICALLY Ib. 1 h • . A E.NA T(j,PA�.' AEG T ... . _ � �PZ�c, yo E �TIpN RETENTI p c� �p�A L. ' ti BUFFER * �``. �y ell, 050528 Off' • •' F�LANDS 15 Q3`_ CERTIFIED TO: 1.BROOKLYN'TIMBER LLC 2.FIRST INTERNATIONAL TITLEAGENCY:.: I hereby certify that this map was made from an actual survey: completed by me on 05/13/2009 and updated 1212212020. TAMARA L. STILLMAN,P.L.S. '.. LEGEND NYSPLS No: 50528 0 •......••••••• ELECTRIC MANHOLE ..............CATCH BASIN •••••••• •••• LOT NUMBERS 02/12/21 T.L.S. Added pmpertycomermonumentsset T.L.S.:,;- DATE BY DESCRIPTION APPROV.-BY: ............. . BUFFER AREA - 'REVISIONS —T—••••••.••.•••• UNDERGROUND TELEPHONE TOWIl Of, S011t11O1d: 0 ............TELEPHONE MANHOLE Suffolk County,.New York OD """""""DRAINAGE MANHOLE .. Stanley, Road Mattituck, �New York —E—..............UNDERGROUND ELECTRIC ' SUFFOLK COUNTY REAL PROPERTY TAX MAP Survey of. Property DISTRICT' 1000 —.W— UNDERGROUND WATER ✓ P. J oil- SECTION 106.00 ..............CONCRETE MONUMENT L. K.. MCLEAN..ASSOCI'ATES, P.C,. BLOCK" 08.00 CONSULTING, ENGINEERS & LAND SURVEYORS. L,\"099.00, 075.000 437 SO. COUNTRY ROAD,' BROOKHAVEN,: NEW YORK 5u yed By. '.KG/JL Scale: 1"= 30' sheet Nu." Drum By. GLB Date: '12/09/2020 1 Flelds 2 Mattltuck£ngr & Survey\Survey Dept\Drawings\20099.000 lot 21,dwg 612912011 4117 PM Tanara Stillman approved By, TLS Flee No. :20099.000 n LEGEN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PEED BUUDNO PERMIT;FOR APPROVAL OF:CONSTRUCTION FORA ~• ~—) —� �1 SINGLE FAMILY RESIDENCE ONLY STANLEY D`'M�flF�R �RGIAD �T^:w`Fn✓_ai. '8D7,.�a,.� PROPOSED DRIVEWAY �'T PRGPERiT'Lin - 1PRIVA�AD'S0• h°J J I - - PROPOSED CaNE01lA. .. -. . r.-'�,•c�:r uP9 wrrns4.4 � -. _11.0- DwwG CONTOUR. g.+. I N. 6811 1 PROPOSED SEPOC TANK :. DATE:. F. N O. R 21- ,g ?/8/2021 I"I $ 0044 70'00' �'BB''� �: fBLRIfD) r2 — C�; PROPOSED suaiARr I va Pooz r _ 10• =99,00. -59' erN. i 40.0 APPROVED �nc� PROP.U.a - �' '�-_ art) PROPOSED FUTUREEXPANSRWR SANITARY LEACMNc POOL FOR MAXIMUM: �:. 4 .BEDROOMS .ELECTRIC - -- o�®d9� .. \ - LL 15582'TO _ .. SERVICE SUNSET DRIVE PROPOSED SAF MW PIPE 63 s' N• ,.� I �_ - HIDLFND. R EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 PROPI \J I - ws DL PROPOSED WADS ROOF DRA om PPE - � � � ^I rPROPOSEDe'•DRAwGE STRUCTURE(SOLID COVER) / J J I -� PROPOSED WATER SERVICE .. . I EX GPROPOSED UROUND JM EUE DCIRI WATER SERVICE LP r1!jL • , I - EX UNDERGROUND TEI.0410 E \ _ // I EXCAVATION INSPECTION REQUIRED wFE ' �'I FOR SANITARY SYSTEM SERVICE 1 ^� J 5' IN-'MIN. \N 5' IN igpe I BY HEALTH DEPARTMENT f• �pddpY - BUILDINGS: - 1J P ^\SB' I j >O QgpppSEq 2 STORY RESDEHCE - 4 BEDROOM Rll 2 STY. 4 BEDROOM R-440(RESIDE ) SU GARAGE 'RESIDENCE F.F.=63.60 W/UNFINISHED S DATA: c h BASEMENT Sd- F.F.=65.60 _ sCrMj 1ooD-toe-o6-oTa 3INk _ Q STE AREOL 0.946 ACRES cs Y wy �i a4' IrARY KNOWN WELLS(DEEP OR 90ILM WITWN 130'OF PROPOSED SANITARY -•y - o 1 .. KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. § _ _ TER MAN AVAILABLE ON STANLEY ROM. . .. 3� SYSTEM 6 DESIGNED FOR A TOTAL OF 4 BEDROOMS. O1HEN:FINDDN LINE ARE N ACCORDANCE WITH U.S.STANDARDS. 8 2. BEARINGS SHOWN.ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND 20NE c & ELEVATIO SHOWN HERE ON REFERENCE NAVD 1988.. r 4. SURVEY OBTAINED FROM 2014 USGS CMGP UOAR:POST SANDY FROM THE A INGROUND NATIONAL AND O ATMOSPHERIC BY IL_ McLEAN ASS 'I 5. PROP SURVEY PERFORMED BY LK.MCLFAN ASSOCIATES.P.C.ON 5-13-2009 4 UPM1ID hL-:7".ihlck Hills ON 11- 20 45 m O 57 I �: � W � s1►'� � DEPTH EXISTING 56 Zr e� S GRADE PROJECT 4. a 0.0' s3.00' LOCATION • c ) J ti '0 D I CLAY AND SAND I` - I r'�ss` I lL LOCATION MAP 1 I NON dfs I SCALE. 1'= 1,000' SAND AND GRAVEL .1' Y I IJ i ON BUFF 22.0' 41.00' 8 ` ` / FRpig. 0.5' (HIGHEST EXPECTED GROUNDWATER) OQ: 83' - / I TEST HOLE BY YOUNG h YOUNG IN 2004 \\ �. I (NO WATER ENCOUNTERED) 54 HIGHEST EXPECTED GROUNDWATER O EL.OSO' � `' ( f TEST HOLE #1 ft `O _� SEE TEST HOLE LDGTDN MAP DATE BY DESCRIPTION APPROV. BY SITE PLAN REVISIONS SCALE: 1'= 40' TOWN OF SOUTHOLD :. SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK t LOT 21 PROPOSED SANITARY f�T A.SF�oP PLAN.. L. K..:MCLEAN ASSOCIATES. P.C. - 4,• �"�� CWSULT016 100I01MIS 437 W=O111ITIr 11).MMDMVM NW TM 11719 tr mmv o a as a a v rme• (. .' SM•t No. .n�am�m.:so�.ou,Ke..o b67 �.,, D•mg•d Br MF/CFD So•1¢ AS NOTED . Rogow Drmm ey MF Dotc DEC. 2020 C/� (-� Hypo.•!Br RAS F3•Na 20099:000 F.F. ELEV.a65.60' STOPPER OR END PLUG t LOCIONG CASTING TO GRADE. 10'x 15'OUAZITE ENCLOSURE WITH COVER - (EL 62.9D)IN LANDSCAPE AREA .. . - E F1EV.a63.5' CONCRETE COVER .. 20' 1' IN. 1'MIN. MIN. 2'MAX. - - CONCRETE CHIMNEY 4' Do SDR uMIN. 4'DIL PVC" a PL3I 7' - . �R MIN. PIPE PITCHED . INVERT ON) -- -- 6' ----- 1 6'PER I-. I zs• SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES M".56.60' . 1 eAFFLE , WALL . CAST IRON PIPE SHALL INVERT(IN) 8' — INVERT(OUT)FOUNDATION WALL A MIN. F THROUGH ELEV.57.60• 4 T ELEV.57.10' FOUNDATION .. OF 2'. INVERT(IN) . �„h,, - ( D, ) 6'SDR 35 ELEV. 56.10' ): PVC DROP TEE f---�'-0 - fa-e ';L�L]I^t@S rmammma.6C9tODb 4' L - STAMM SEC 7ION 4'MIN. - SI1EL BOl7 r 8'D - .�.Ad ,lR 7FR tA4Q1 yr 0-im cow 8'0 1,250 GALLON SEPTIC TANK W/DOME i. nDnLs wx t. MUMS.CMff=G TO AMU MO QAM SOB OR 12'-O' L LM RaM RN RNAAvno to la 20-u NO" ,amo S. iRWA T O TER AS COUFK7VAD @/tas mAuo .. RRfDA4f oA Ar�Tn,nuu: NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. m ze DAYS. I 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND 3.0' MIN. LOCKABLE. I CID LLAR� &CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) I~CA ILLAR ^ 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I I Do 4. am DAM �cmu EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO,VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL , AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV.44.43' 5.aACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL I 6'MIN. Pf NETRATION.INTO COMPACTOR AT 6' LIFTS. I •A'VIRGIN STRATA•OFSAND Ai-GRAVEL &CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY .VA a a tx DISTURBED AREAS. Q�r osR 7.ALL INSURABLE.MATERIAL SHALL BE REMOVED AND REPLACED WITH 3' MIN• HIGHEST BACKFLL MATERIAL CLEAN '°wm°R0m CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY EXPECTED NOWATER SAND AND GRAVEL STRUCTURE --- TYPICAL LEACHING POOL wcHl3T EXPECTED WATER ELEV.-o.50' TYPICAL CLEANOUT DETAIL -------------------------------------------------------------------- ----------------------- PLTZ LOT 21 SANITARY PROFILE N.T.S. • DATE BY DESCRIPTION _ APPROV. BY REVISIONS TOWN OF SOUTHOLD" SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 21 SANITARY DETAILS `•gt A. L_ K: McLEAN ASSOCIATES, P.C. � txnannxa oe.rsne ur sartR alM,e m ttRoaouwt.Im tDs 11716 o m:>omm=e"sw o �' � Doeg-d Br- MF/CFD swc AS NOTED Shed NO. AIG/OR ni.m�.o.mo.aa uAa Rs - . 7,e4 om.n BY MF o t. DEC. 2020 SA 1 �.a a Aftma d a: RAS TU NO. 20099.0on is Drive LEGEND w ,Y � W SITE PLAN DATA: cana;T,K;a PROPOSED W W � � . W W W— W I PROPOSED BUILDING ZENITH PROPERTY GROUP LLC 0 CONSTRUCTION , S TANL EY PEA D ASPHALT P11VE."MFNT 2495—STANLEY RD. MATTITUCK NY 11952 ENTRANCE p/ PROPO�ED SILT s ,��' PROPOSED ASPHALT DRIVEWAY 1 QQQ 106.QQ QB.QQ 056.000 0 -------�� 1 T f T ____.--- RAM=57,75 PROPERTY LINE SITE AREA: 41 ,196 SF /0.9 46 ACRES �t E�BUC�4IE_ i FENC AT ENTRANCE I & T ?rT rrlr� / / BUTT,=54,4 N 6�°�1' LIMITS OF GRADING: 28,510 SF /0.654 ACRES r 4 --(�}- PROPOSED CONTOUR 40.0 NO WELLS LOCATED WITHIN 100' _ �j� RIM=58.88 ---1 1.0 —EXISTING CDNTDUR , � _3 0,0 Z 10 8' �5C3 8' (BURIED) 12' V =S9,p _ a ( PROPOSED SEP71C TANK r I - - IUI�Tttittick Hills. T31ZarT�r1TTLrDr7tm 156.82 TO tiro PROPOSED SANITARY LEACHING POOL \ \ LL SUNSET DRIVE -� 451TT g3 a .� -� PRO - �9 MON, FND. � 1 PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL Mum ON wm DRAIN W/ 6 A 6T N/S C1L, � DRAIN/�GE PIPE TO E 0.1' —z PROPOSED SANITARY PIPE au�Na,o DRYWE�L oaa a PROPOSED 8" ADS ROOF DRAINAGE PIPE SappQa�S�� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) �,? �� •�,; e`,PN y PROPOSED WATER SERVICE -6 —\ —3 PROPOSED SILT FENCE / .. FED � �� i � � � PROJECT o sue,>t�`- �- �r �.�•. }' r• LOCATION EX. UNDERGROUND WATER o TEST HOLE . .�"",rrYr ,��. DW2 1 I� r 63 �- b D oohsratcnan ertR�-rasc�vaR M C OF OMPAM=a/a•9RW sm OR PLY. �^ � 4� STORMWATER DRAINAGEm,� l J 1 EQFrW GRADE IN PORCH ��-_.- -581 I I at-Vi CALCULATIONS: r REQUIRED DRAINAGE CALCULATIONS: �N VIEw FP�� �p LJ L—J , �r / a (2 RAIN EVENT) I / ' y IMPERVIOUS (ASPHALT) - 2,100 SF f�2 STY. 4 BEDROOA� - - _ i t { GARAGE )RESIDENCE �' C-(1,400 X 1)- 1,400 � i F.F.=63.60 i W/ UNFINISHED ,-� 1.40o x��.1y2" (RAINFALL)- 23a.a; cF > BASEMENT SQ, �� IMPERVIOUS (ROOF) - 2,020 SF R 0 A D z W F.F.=65.60 C-(2,020 X 1)- 2,020 LOCATION M A P 0 o W ( / © 2,020 X 2"/12" ( Ig IN..Eeu)m 336,61 CF omfmc"o - ,or ., , h Q a/s•aroN ettra oR X.Y.snrre sor. Rcw W3 � � I d PROPOSED sir re,aa rru TMW 0+�•)Abv+E oasrwo oRux raR cR/uwAac SCALE: 1 N_ 1,000' 4 /p.�.�.. /DW2 / .J I PCzoCs 233 3 CF REQUIRED( CROSS SECTION W W ��/J /" ' M @¢ DRYWEL- 233.33 CF/42,25 CF - VF `�' PROVIDE: (1)80 LEACHING STRUCTURES 3 DEPTH TEMPORARY CONSTRUCTION ENTRANCE o� so" Km POOL �\ . ' ROOF (DW1 & DW2) 333.33 CF REQUIRED Wo DRYW I. 67 CF/42,25 CFNF- 7.97 vF 1 f'� ,r,r +► / \ '_w PROVIDE: (2)$1a LEACHING STRUCTURES 03` DEPTH $" THICK REINFORCED CONCRETE SLAB CONCRETEGRADE ,r ,,� r� v ,� MON, FND, E ION LINE E E SURFACE A5 PER SITE PLAN PERSPECTIVE VIEW 1 \ ' 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 20'X40' I / AS A MINIMUM, a N 36' MINIMUM 2 x 2 SOIL STOCKPILE 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES r RECAST CONCRETE FENCE POST ! ( ^ \ INGROUND AREA SOD SF t SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES l^ 57— / POOL I DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE CHIMNEY WOVEN WIRE FENCE COURSE OF THE CONSTRUCTION. "`` ;"'" �":....`' (6 x a - 10 10 J i --57-\ 3. ALL SEED PRIOR CONTROL DEVICES AS INDICATED IL THE PLANS ASPHALT BE L7 INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT I( III 0 0®CQ FILTER CLOTH p� ) / i PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS 0 • M ( f / WTI}IIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE F 0 0 19 00 O / I y CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE J I(III= 0®®®® 8" ADS DRAINAGE PIPE l n I ( �+ COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE U • 6" ADS DRAINAGE PIPE FOR �V I _ , 2 ENGINEER. COLLECTED MATERIAL SFWl BE DISPOSED OF PROPERLY TO AN 0 0 ti ( \ W TRENCH DRAIN ONLY. EMBED FILTER CLOTH I� \ 56- JS Z OFF-SITE LOCATION AS DIRECTED ETY THE ENGINEER. y 13 MIN. 6" INTO GROUND CL l / \ 63 } / ! C y _ 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL " ` % b rviSEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED a . • ( t �0, w Br THE ENGINEER. A ❑®� NOTE: \ 62 56 h r-b\ 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION o 0®® MAXIMUM DRAINAGE AREA \ , pb b�"1 OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. 0®® = 1/2 ACRE / 100 UNEAR FEET \ I _ \ _ -5 ILT FENCE \\ 61 / ' °� b ` _ ®®® f I(III= SECTION DETAIL o AS DETAILED �� \ \ �/ I j a 130 SILT NCE DETAILS =IIIII __ LT FE DE A LIED l\ DEPTH EXISTING CLEAN SAND & ' Sg y I GRAVEL FILL. - GRADE GROUND a — ` WATER Sg 2'-O" Mi . 8'-0" Diameter 2'-0" Mi CLEAN SAND & 2" HEAVY DUTY BAR GRATE, HOT ` ` — ( 63.00 GRAVEL FILL . � — � � � � (' i55` J 0.0' DIPPED GALVANIZED. 1.5 O.C. 1'-4" O ` S7 1 I • 3/4" [ft 0` LIMIT 'OF GRAD11G \ TYPICAL SECTION t� LEACHING POOL DW ANGLE FRAME HOLE e I DEEP FOR j S6 ( s•a«Nm ,- � CONNECTING , N • ' j CLAY AND SAND -' A A IES r, N'9r� / \ �`. \ j ( 8 55.00Cm END VIEW ELM NOTE ,� c \�• I`reNrlo /, 4 ` 4 �" 6-' rj 1. PER�M�`N,00s STRENGTH 28 DAYS 1 4 / " 4• 2. REBAR ASTM A-615 GRADE 60 �� WELDED WIRE FABRIC ASTM A-185 ta o I . y I , ' { < ROOF LEADER to' /': 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING 0 •ll'p�� -- '� �� . �, j er SAND AND GRAVEL TRANSITION '� ;• •.: b �. . . I _ ♦ / // ` I b CAST IRON CLEANOUT "T" BRANCH WITH BRASS OR 4" SOLID BLOCK h BRONZE THREADED PLUG _ '''•54 •� j � • � OMIT END WALL FOR INSIDE SECTION � 0---�DSEC?ION A-A SjGNAr� ' / 4" CAST IRON PIPE BA<i� r "� �'"��` `� ' ° I ► , y 22.0' 41.00' s -�� GRADE TYPICAL TRENCH DRAIN J lV c. 0 -0—SHEETING AUB���w�ap�dr,��sT �,� `�1 �l/ / ( 0.5' (HIGHEST EXPECTED GRdUNDWATER) A A �R -0,�. ( (=III=, DETAIL SE0114ti N.T.S. SITE PLAN TEST H(NO BY YOUNG OUNTT'ER YOUNG IN 2004 e1► HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50' t�-�-5'-0'�� 8" ADS U ® �O O O 1:1 ��� DATE BY DESCRIPTION APPROV. BY SCALE: 1 = 20 SLOPE 0 1% REVISION S 0 20 40 TEST HOLE # 1 ROOF LEADER DOWNFALL DETAIL CONCRETE WASHOUT DETAIL TOWN 01~ SOUTHOLD Feet SEE TEST HOLE LOCATION MAP N.T.S. U N.T.S. SUFFOLK COUNTY NY -4- 0E THE FIELDS AT MATTITUCK @ LOT 21 STORMWATER A. MANAGEMENT SITE PLAN 00 L. K. McLEAN ASSOCIATES, P.C. N I�r-- CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 O � THE ELK ArION LAW OF THE STATE OF NE1M YORK PROIMN S ` 4 t PERSON FROM ALTERING ANYTHING ON THE DRAININGSr. . r Designed By: MF/CFD Scale: AS NOTED Street No. 0 ANY 0 n 077397 0 A1n/OR THE ACCOMPANYING �MATIONS�UNLESS TrS } t L O ENGINEER,WHERE SUCH ALTERATIONS AM MADE,THE y N DEPROIFESSIONAI.ENGINEER MUST 9CRt E FULL DITE T Or T�H`x''E ALT�AkTl�h DATE �aFESSIO�a� Drawn By: MF Date: FEBRUARY 2021 SW 1 p_ sm wN :0. LAw -� Approved By: RAS File No. 20099.000 TOWN COMMENTS P Z IITHE AUfRORA11 � v RETAIN STORM WAT R RUN F PURSUANT TO CHAP rER 23E z MODEL � PPRO ED AS NOTED OF THE TOWN CODE, o DATE: A B.P.# S N COMPLY WITH A L CO ES G�U�L I TY NE:V�I HOME � BY: EW YORK ST AS REQUIRE ATE 'SODOASIS AT MATTITUCK, CORP. NOTIFY BUILDING DEPARTMEN AT D ANDwc ' 765-1801 8 AM TO 4 PM FOR THE O Z FOLLOWING INSPECTIONS: I '720Z- z — 1. FOU DATION - TWO REQUIRED FOR POURED CONCRETES O 2. ROUGH - FRAMING & PLUMBING 3. INSU ATION 4. FINAL - CONSTRUCTION MUST `�;• BE COMPLETE FOR C.O. 4 ALL CO STRUCTION SHALL MEET THE — REQUIF EMENTS OF THE CODES OF NEW YORK TATE. NOT RESPONSIBLE FOR �L.UMB�N , tu -__ - -- DESIGN OR CONSTRUCTION ERRORS. p"L p E�R LINE t •E_D &4�VATE;R LINES" ��ED •� — — TE8TINIG BEFORE Cl 'u r7r7lNir lu OCCUPANCY OR PLUMBER C lP ERTI ICATI USE IS UNLAWFUL ON LEAD CONTEN "BEF E O WITF OUT CERTIFICATE CERTIFICATEOFO 'CUPAIC v - - - - - - - - - - OF C CCUPANCY DER USED/A WA TE ? SUPPLY YSTEM A NNC T EXCEED 2110 OF I% LEA E _ECTRICAL u 9NSp`t TIO3� RE�LIIRr LU TRUSS PLACARDINC R `:QU1'1E 0 N DON T PROCEED WITH FRAM NG UNTIL SURVEY: OF FOUNDATION LOCATION Must provide A Janua — HAS KEN APPROVED. D, J and S a - - - - - - - - INISHED SECOND FLOOR NYS Energy ode tower door All exterior ligf Ling ~� Installed re a d ductwork plat :d or Z testing required, repaired shall col,form o to Chapter 111 1.L� r m O N e awn Code (J w m U 00 = 00 �El El El F= 'T Z Z <V Ozw El El El EJ El 00 � FLOOR AREA TABLES 0 � 4LW m Li Iv }- o ,- oZ Oz 4 CJ , z - FIRST FLOOR 15 f w _ w - - - - - - - - r - ' - - - - - s FINISHED FIRST FLOOR IR T F 00 1,2 � � } � � dJ O® - - — - - —_ - - - - - - - - - SECOND FLOOR 1,202 sf V Am a Q - - - - GARAGE 552 sf N BASEMENT 1=6 sf Q N 4 `. 1:3 El ® El ® ® ® FINISHED GRADE PORCH 241 sf z0 Ll I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,411 sf < o I I I I I I I I I I I I I I I CONDITIONED FLOOR AREA 3,643 sf (INCLUDES BASEMENT) _ _ _ _ _ _ _ _ _ _ _ _ _ _ - INFILTRATION VOLUME 51,200 cf I I I I I I I ❑ ❑ — —r (INCLUDES ATTIC 4 BASEMENT) I I I I I I I I I I I I I I I — _ ❑aI I I I I I I I I I I _ _ _ - - i t — � s (•} *P � — — I- �- — J — L — J- , — — — — — — J - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - -- � � ��INDEX TO DRAV41NOS � DRAWING No. COVER 8 ELEVATIONS A-I -': �' ,,. :.0 ` `�<'` - '.��" FOUNDATION PLAN A-2 '� FIRST FLOOR PLAN A-3 ;off,' ,{ ' .<..• � ��" ' FRONT ELEVATION 2nd FLOOR PLAN A-4 SCALE: I/4" = I ft KALL SECTIONS IDETAROOF PLAN A ILS 6 DE�IVE r ' FP NOTES A-'1 TJI-DETAILS A-8 0 O —1 5.25 O O ILLLL �— p � v < Q Z ju FE0 Z 12 El X iI­- < -1 ❑5.25 � Q ------- ---------------------------- --------------- --------------------------- ------ ------ _ ----------- ------------ ------ ------ ------ v° w — IL O o= � o -------- -- ----- — -------------------------- ---- ---- ----- ----------------------- --- ------- m ------------------ - ------------------ - ------ ------------ -- DATE: FEBRUARY 2021 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE: ELEVATION ELEVATIONS SCALE: 1/8" = I ft SCALE: 1/8" = 1 ft SCALE: 1/8" = I ft DRAWING NUMBER A === I A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE 24'-4" [Rg05.2.6] O 14'-8 I/4° �'-5 I/2" No. 15 ASPHALT FELT UDERLAYMENT [Rg05.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 5ELF-ADHERING POLYMER-MODIFIED V 2x8 [UG38) P.T. LEDGER BITUMEN IGE SHIELD BARRIER [RgO5.1.2] ZO _ _ _ _ _ _ _ - _ - 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES v I I t I/2"� x 4" GALV. LAG SCREWS AT I6" O.G. � , LJ-! 4'-6" STAGGERED [R50-i.ql P.G. FTG LL 6 INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES � - - - -- - - - - - 4,_6„ 7,1 _ F BASEMENT ENTRANCE STAIRS 1/2" STRUCTURAL PANEL SHEATHING [R8O3.2] (2)-2x10 P.T. GDR7 I 8" REINFORCED CONCRETE RETAINING WALL R-3q GLO5ED-CELL SPRAY FOAM (5PF) INSULATION (� L L J #4 REBAR AT 12" ON-CENTER EACH WAY uj W ° 5TADARD HOOK AND LAP INTO 16" x 8" P.G. I- m DECK z a FOOTING. 2" MIN REBAR COVER 50LID WOOD BLOCKING O N ABOVE - - O ,n N < O - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - llj - - - - - - ( CEILING JOIST 0 f - 3024 SL DRIP EDGE [Rg05.2.8.51 N - Ix8 WOOD FASCIA I II „ T 1/2" GYPSUM WALLBOARD ! SOFFIT VENT I I - � T15�611R F _ DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID L- - - - - - - - - - - - - - - dJ MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER I MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND _ _____ _____ _ AREAS AND TO RE515T A MINIMUM 28 psf EMERGENCY E5GAPE ff RE5GUE OPENING I (- - - - - 3 " H D I [R 11.7 8l I SUCTION LOAD (EXPOSURE B) OR 40 psf � _ I GAS WATER HEATER [R310] I GONG PLAT i (EXPOSURE G). OA. 0. SMITH 0 I AND STEPS CAPACITY= 500gal BASEMENT 3068 I I DR O LL <- DN 10 IS RS O 1 'z 4 P.G. SLAB L I I -4,-5 - - - - - - - - - -- - - - - - - - - - ij I I � O I ih I PLASTIC HOU5EWRAP INSTALLED OVER FOAM x I INSULATION. INSTALL AND TAPE ALL SEAMS PER I-- NOTE: x - - - - - - - - - - - - - - - - - - - '-- - - - - - - - MANUFACTURERS INSTRUCTIONS [R703.2] HOLDDOWNS ARE N 3-1/2"� STL COLUMN I I 2x4 WALL STUDS AT L O.G. :� �� :� I 23'-8" I I R-15 UNPAGED FIBERGLASS GATT INSULATION NOT REQUIRED FOR 6 xIO x1/2 TOP PLATE I R-5 I-INGH THIGK EXTRUDED POLYSTYRENE (XP5) O t2'-;Ol &"x8"A/2" BASE PLATE ( I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING THIS PROJEGT. ON 2'-6"x2'-6"x12" DEEP P.G. FTC. \\ I (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY I I I I PENETRATION; NAILS WITH 1 MINIMUM RI 1 R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND 1- (ENGINEERED DE516N) (TYPIGAL-4) I I I I (ALSO AT RIM JOIST IN SECOND 16 O.G. FIELD. `�. i I I I FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL 5HEATHING „ 1, I I I Q I 7-2 r � 7-4 r � 7-2' � � 7-2" r � 7-2 I = ;.--- �� -- ----�� -- -- 3/4" STRUGTURAL PANEL SUBFLOOR __ _ __ __ I ( I N f- 2x SOLE PLATE �< I � I I - I I -- ' o L _ J L _ J L _ _ J BEAM POCKET Oi I 77 . m 2x BAND J015T O m I I cv I 1 I (TMP-2) I I I I 2x6 PRESERVATIVE TREATED SILL [Ur-2] IL FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (3)-2xI0 FL HDR (3)-2XIO FL HDR UNEXGAVATED I I cV EXTEND SIDING TO WITHIN 12" OF FINAL 3-1/2"cD STL COLUMN I ® I I N I I N WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOP, HISTORIC DISTRICTS _4, I 6 4.5NIO"A/2" TOP PLATE � I = I� ( I I I [R403.Ib] �- ° 8 x8 xl/2 BASE PLATE O MINIMUM Y2 d1a. ANCHOR BOLTS SPAGED NOT ON 2-O"x2-O„xl0„ I I O I I I I GREATER THAN 6 FEET ON-GENTER EMBEDDED �p -- rn ,� � _4, I DEEP P.G. FTC. I (2)-2xIO I - IIL Q I I I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE u I FL HDR � I I I CELLS OF CONCRETE MA50NRY UNITS. THE l 1 3-1/2"4? 5TL GOLUMN O I M O I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ /• u 4.5"x7"xl/2" TOP PLATE cx �b x I I I OF THE WIDTH OF THE PLATE. A NUT AND (n� OI I 8"x8"xI/2" BASE PLATE I I p cv I WASHER SHALL BE TIGHTENED ON EACH ANCHOR I- OL i x ON 2'-O"x2'-O"xl0" c�v l I I I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z I 16 W O 3024 5L I N DEEP P.G. FTC. 26 PEEP ( I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT a JJ-1 STRAP UNDER P05T TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LESS z 03 w (n W 1'n Z kD BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH IL x �} � v Z Q- W z DECK LATERAL CONNECTION [R501P.2] I 1 13'-4" I I I I END OF THE PLATE SECTION. WALLS 24 INCHES O r' Z Z <tt (� 51MP50N DTT2 i I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O _ �N z -z O W INSTALL IAW MANUFACTURER'S SPEGIFIGATIONS I I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�N 0 Q Q z (TYPIGAL-6) r _ 8' P.G. FOUNDATION STEMWALL UPON I I I CENTER THIRD OF THE PLATE SECTION AND "! S "n w �. �"i O Z k- u� CJ 16" x 8 DEEP CONTINUOUS P.G. FOOTING SHALL BE ATTACHED TO ADJACENT WALL Q w u m (X .� tJ� iQL W _ _ - - - - I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I DL PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q� j V y v Q W F O L - - _ AT DOOR OPENINGS- - - - - - -AT DOOR OPENINGS - - - - J I TABLE R602.3(I). Q M tL�j V ii > - _ v I __ __ _ I- Q �aa4 -I mud -- (2)-2xIOFLUSH _ `? ABOVE - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - � z = -wW O OtY 7 DECK (2)-2x10 FLUSH I R-11 BASEMENT WALL BLANKET INSULATION O O v O[ O O} } 'z Q °4 - - - - - - - -� �m QNw " o> � Q L _ _ _ - - - - - J :� L - I P.G. FOUNDATION HALL �m Q IL d) u O Q F CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 �- w R_w (� BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY IL O 0 J 'j c0 „ „ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL �1 2'-q" q'-2" 2'-q" 8-O' 2'-q' g'-2" 2'-g 2-8' 8-4 I-8' 8-4 3-4' STORY [TABLE R404.1.2(I)] Q z cv 2x8 [UG33] P.T. LEDGER EXPAN51ON JOINT dJ - 1/2"(P x 4" GALV. LAG 5GREW5 AT 169" O.G. STAGGERED [R50-TAI I- F -I -I F -I F -1 4" P.G. FLOOR SLAB (2)-2x10 GDR __ __ -� -+ + I- -- _--+ (2)-2XIO GDR I L _ � -- -- CONCRETE FOOTING L _ � L _ _ _LJ _ J L _ J -- -- _ J POURED 501L R403.11 `r 6 -+�P.G. FTG MIL POLYETHYLENE FILM �••l. ;40. ! CONTINUOUS UNDER 5TEMWALL 2) T`rFIGAL MALL SEG710N g'-I 3/4" 6'-6 3/I6" 7'-O" 24'-8" SCALE: NTS ,.,,,,'g,«,�,rr•, DEl:lVERED FEB 2 1 2021 4"x4" [UG45] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q A 24" x 24" x 12" DEEP P.G.FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM -I i- MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-q) ==O A-6 (ENGINEERED DESIGN) QO j d) FOUNDATION PLAN SCALE: 1/4 - 1 ft OO v m < o r ty o ILb- � o� Q � ° O -� v < � z STRUCTURAL DESIGN NOTE W W z v IK WINDOW AND DOOR SCHEDULE tu 0 k 1>_ v ' In accordance with the 2020 RCNYS; structural < < `- No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN,DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and X X < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and 4< A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sfl36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE girders that: N B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf 120 sf) 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sfl 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and W �LI �LL D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 Sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfl 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design O 2 O E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf 120 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL H F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 Sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sfl 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE p ry Q G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf) 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed in accordance With 10 H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfl 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/ANC ND5-2018 with 2015 supplement. Q I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfl CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Halls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 Sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 Sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sfl ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL KALL SECTION were designed in accordance with ASCE 1-I6 wind provisions and acceptable engineerirng practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DE51r%." A - 2 1 1 A A-6 � NOTES INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION 7'-10 1/2" 10'-6 1/2" CODE OF NEW YORK STATE v RIOI.5 COMPLIANCE. This building was designed and shall be constructed to meet the 2020 EGGGNY5. Both REScheck(U.S. 017' Department of Energy) and REM/Rate (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL N ( CODE Z .-f software was ut►litzed to demonstrate compliance. All WOOD STEPS FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] mandatory provisions of the 2020 ECCCNYS - Residential ATTIC PATH Y FOR SOLAR ELECTRIC. [TIO3.8] Provisions are In force. INSTALL 2"cC VERTICAL SCHEDULE 80 PVC. CONDUIT i` \ RIO52.2 WRITTEN STATEMENT: To the best of my knowledge, 8_O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 IL belief and professional judgement, these plans comply with the - ABOVE OR CAPS AT EACH TERMINUS [E3&02.3.2]. CLOSED-CELL 5PF .J , Ll Energy Code. Furthermore,as a RESNET certified rater (LD. N J - No. 26143g7), I certify that these plans comply with the Home -t 4 w I' Energy Rating System (HERS) program. A signed certification F2 H 0 0 0 O O4 o O e of compliance with the HERS program (HERG) will be submitted PIG RE z the constructed \ R301J f CLIMATE ZONE buildingA5uffoonstrate com Mane. Q (2)-I. o 0 o e N J GYPSUM BOARD p ��z J (3)-3 5 6 6 __ _ ____ I ___1 I_ __ ____ _ •• •� I -- 75xll.25 LVL HDR (2)-1.75xl l.25 LVL HDR - --T---! , ® L------ tV I\ CONTINUOUS BEAD OF w U (ENGINEERED VE516N) (ENGINEERED DE516N) j cV j DW j I < 1� SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 -V Q p = L _ __1___-J______________ I 0 ! - Simulated Performance Alternative,and the provisions of U J z r ; GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." < EXTERIOR ! z> AIR INTAKE I I _ + Mandatory requirements: �O� _� = KITCHEN I I 36" GUARD [R312.Q j R40r.3 CERTIFICATE: Builder to post er Code. z p [RI006] " n �o I I _____________________ _______ �j O 1 , CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be per 4 verified to 3 23-4 - SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. n rL-- --------------------- ----------] _ I. z O -- ----------- 3 " H ND I [ 11.751 J O f R402.42 FIREPLACES: Factory built with UL 127 doors. j O r �i R402.4.3 FENESTRATION, See window/door schedule ;! CONTINUOUS MINIMAL z- FAMILY ROOM BREAKFAST o I= ' o w - JJ- R402.4.4 FUEL-BURNING APPLIANCES: All room heat) and I I BA EM NT EN GE O EXPANDING FOAM AT WINDOW heating J_ _ ! 7'-O" 4'-4" O Ll I Q , UNIT PERIMETER hot water heating appliances to be direct vent with both 0 4 - O <- O N Intake and exhaust pipes Installed continuous to the O w[n1 ____ ___________ _ outside. z P- UL LABELED 36" Q z WINDOW UNIT R402.45 RECE-55ED LIGHTING, IC.-rated and labeled as g �uO..I FACTORY-BUILT NOTE: q'-O" GEILIN6 HEIGHT O �O I= I haevring de air leakage rate of not greater than 2.0 cfm w(Y FIREPLACE [RIO04] THROUGHOUT FIRST STORY 1z O O 0 `i R4025 MAX. U-FACTOR 4 5H6G, See window schedule. z U- 25 cfm GONT. I - I ELEG. PANEL Prol TEGHNOLO61E5 ~ cv TO ERV I I R403.1 CONTROLS: See plans for thermostat information. I I R403.3.2 DUCT 5EALIN6: All duct joints shall be MODEL T705 d [M1505.4] mechanically fastened and sealed with duct mastic PROGRAMMABLE I I E CONTINUOUS MINIMAL MINIMAL sealant. Apply mastic to duct seams. THERM05TAT EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leaks a test Is not i� 9 (3)-135 x 14 LVL FLUSH (37' LONG) I LNIT PERIMETER regyired under exceptions I and 2. (2)-2x10 HDR I e r 6 INTERIOR GARAGE WALLS: R403.3.5 BUILDING CAVITIES: Framing cavities shall not be I I e o R-15 BATT INSULATION used as ducts or plenums. 6-6 I I-4' I REF L-- J YY GYPSUM BOARD - R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 0 4x4 POST I � i mechanical system piping carrying hot water to an p 36"GUARD [R312.1] -' - __ _ __ __ _ __ __ Q GARAGE GEILIN6: R-value of not less than R-3. - I R403.5.1 HEATED SERVICE HOT HATER(SHH) CIRCULATION n 4x4 POST 241 I HEAT DETECTOR [TABLE R302.6] SYSTEM. Not in project. 0 PpR 3'-O° LOAD BEARING L 2" GYPSUM BOARD CONTINUOUS BEAD OF 3 ' RAILING 1z l SEALANT R403.6 MECHANICAL VENTILATION: ERV continuous N_� N I 4" .} x I ventilation system specified In the plans exceeds the m U 10 R m I 4'-6" 4 6" F q'-2" N minimum efficacy of 12 cfm/watt. R4033 HVAC EQUIPMENT: Sized in accordance with ALGA 4x4 POST K 5ELF-CLO51NO 20-min 6YP5UM BOARD Manual J and Manual 5. i -- - - O 20 cfm CONT. TO ERV 2870 F.R. DOOR[R302.5.1] ----� R403.8 MULTIPLE DWELLING SYSTEMS, Not applicable 36"6UARD [R312.1] I z [MI505.4] _ R405A SNOW MELT, Not In project. _ I T-6" 3'-2" iv _ __ __ c0 R403.10 POOLS AN SPAS, Not In project. in cv - Q ' �' -- -- -H -- -- -- -� CONTINUOUS BEAD OF R403.11 PORTABLE SPAS, project. ! I 2¢7 m 75 x 14 LVL DROP HDR N Not in ro ect. in � 2' O" 2'-6" 6 (ENGINEERED DE516N) N ADHESIVE R404 LIGHTING: Builder to install high-efficlency lamps In at N 1z o least clO% of permanently Installed fixtures. d I - tL n CONTINUOUS BEAD OF O I� 6ARA0E SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE, This method was J �� DOUBLE I� �� Q 5" P.G. SLAB used to show compliance with the Energy Code. REM/Rate , I� L FL HDR (u O , PITGHE DOOR ___ .. _„ software was used to model the building performoce - see } } SMOKE 4 G.O. p in - _ T V (� - - - 2020 IEGG Energy Cost Compliance report provided with _ I� DETECTOR (TYP) DINING ROOM - ' C) '. �^ 2" CLOSED-CELL 5P= Permit Application. RE5check was used to model the building O Ix LIVING ROOM I� Q - = Itt It - r- r------- ------------ r--------- ----------- performance based on national standards - see REGcheck N r o I - FOYER '� I i I I - Compliance Certificate and Inspection Checklist provided with - _ , x x I I I v I O Permit Application. ' OL 14-O' �p N r HAZARD 6ZIN6 [R308.4] 411 I I I I 4 II'-0" - I i 4" V fn l9 24 0 1 I v Z tU z Z der CONTINUOUS BEAD OF dJ SEALANT - _ ' I I I I }- - W -air O -Iw � zw v GYPSUM BOARD I I I I I (a d r O z 1 O (a)o xl2 HDR R.A.G. 0 i 0 tu O z 3°l /(2)-I°l SL I (2)-2xl2 HDR I I _-_(2)_2xl2 HDR _ I p-w I- O O (2)-I.75 x 14 LVL FL (a)-135 x 14 LVL FL-- -- -- -- --JEJu T`- Q- < CONTINUOUS BEAD OF `? m Q SEALANT (2)-3050 Q PORCH (2)_305o IL Q } Q i 5/4x6 DEGKIN6 V J N V X Q CONTINUOUS MINIMAL p V J Q EXPANDING FOAM AT WINDOW ! E E UNIT PERIMETER 2'-q" O q'-2" 2 q" U 8'-O" 2'-1" Q x 1 WINDOW UNIT (OR TABLE R402.4.1.1 -2020 Q � 4x4 P.T. POST WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) � 3 (ENGINEERED DE516 _ INSULATION INSTALLATION �__()-2xl2 HDR -®- -- -- - __ _ N) ---�-__ _- -®- (3)-2xl2 HDR- INSTALLATION sl COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be Installed in the .•••rr,rr., CONTINUOUS MINIMAL building envelope. WOOD 5TEP5 Alr-permeable insulation shall not be used as C ' EXPANDING FOAM AT WINDOW General requirements The exterior thermal envelope contains a ? •,.,•••�"*�•••"? . rr a sealing material. . ��,,f,f j, (h<„•! - UNIT PERIMETER continuous air barrier. 1.0 ' ,,,J �t J. •{t'ii / Breaks or Dints in the air barrier shall be sealed. I5'-2" 7'-O" 15'-2" 24'-4" •.„, r" ✓ ..r. r �. The air barderIn any dropped ceiling/soffit shall be y a " /1� �� r •, ' aligned with the insulation and any gaps in the air i-� barrier shall be sealed. The Insulation In any dropped ceiling/soffit yfi Ceiling/attic shall be aligned with the airbarrier. CONTINUOUS BEAD OF Access openings,drop down stairs orknee wall �~ doors to unconditioned attics aces shall be sealed. SEALANT Cavities within corners and headers of frame +' The Junction of the foundation and sill plate shall be walls shall be insulated by completely filling �� ` ' f '• "� Sealed, the cavity with a material having a therm al A resistance anal envrlope in nimum. FIRST FLOOR FLAN DE IVERED FEB 2 1 2021 GYPSUM BOARD Walls The Junction of the top plate and the top of exterior A-6 J.� walls shall be sealed. Exterior thermal envelope Insulation for CONTINUOUS BEAD OF framed walls shall be installed in substantial " ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air SCALE: I/4 I ft barrier, 0 CONTINUOUS BEAD OF The space between window/doorjambs and SEALANT Windows,skylights and doors O r framing,andskylights and framingshall be sealed. Rim joists Rim joists shall include the air barner. Rim joists shall be insulated. O d) _ ._ .... .- .__..____.. ._ Floor framing cavity insulation shall be r _. Ir... 2 GLO5ED-CELL 5PF installed to maintain loorde ki contact with Q + the underside of subfloor decking. !i+ Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation s `. shall be in contact with the topside of r and floors above garages. edge of insulation. Z sheathing or continuous Insulation installed O � 0 Q ",,,;,,,,,,,,, _1 on the unders ide of floor tram ing; and I extending from the bottom to the top of all I perm eter floor framing m embers. O to _ Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided O V / I (y CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be �L i .` I FULL WIDTH OF SILL overlapping joints taped. permanentlyattached to the walls. , Duct shafts,utility penetratlons,and flue shafts O O Z Shafts,penetrations opening to exterior or unconditioned space shall be 0 < 0 FOUNDATION WALL sealed. Batts to be Installed In narrow cavities shall 11� i 1L' �- tL Narrow cavities be cut to fit or narrow cavities shall be filled O a[ with Insulation that on installation readily CONCRETE SLAB J ' 'J'�•* \�I'`' Air sealing shall be provided between the garage conforms to the available caul space. STRUCTURAL DESIGN NOTE w .----------...__. Garage separation vv (L \� and conditioned spaces, pL / Recessed light fixtures Installed in the building Recessed light fixtures installed inthe In accordance with the 2020 RGNYS; structural Q< !>_ v Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and _ X -� surface. and IC rated. g steel/wood composite columns, beams, headers and In exterior walls,batt Insulation shall be cut i' d neatly to fit around wiring and plumbing or girders that: E-- (n i 0Q _ N Plumbing and wiring Insulation that on installation,readily conforms to available space,shall extend behind piping and wiring. 1) resist gravity loads, and lu F- The air barrier installed at exterior walls adjacentto Exterior walls adjacent to showers and tubs IL Shower/tub on exterlorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained In the prescriptive design O= shower or tub. IL The air barrier shall be installed behind electrical provisions of the 2020 RGNYS !L NOTE: IT 15 THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed =- O CONTINUOUS Alf?, BARRIER ALIGNED WITH THE boxes shall be installed. were designed in accordance with IN m THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that ANSI/AWG NDS-2015 with 2015 su lement. TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed VARIOUS BUILDING ELEMENTS,APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated p J ADHESIVES AND SEALANTS. FRAMING b the boot. Structural elements such as walls and fenestration GONFIOURATION5 NOT SHORN, SUCH A5 Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5,SHALL BE sprinklers shall only be sealed In a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS ,AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkler cover plates and walls I) resist wind loads, and or ceilings.. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN . II - I I I �I NOTES Were designed In accordance with ASGE '7-16 wind I� C� �I I V� � T I L� I � 1- I I`I� provisions and acceptable engineering practice. DRAWING NUMBER SCALE. 3/4 I ft where such elements occur in the plans, they are annotated "ENGINEERED DE516N1." A === 5 i m Z O A V I p I Z i--------------------i 13'-811 v I 2 �r 7'-2" I 2'-b" 6'-10" 4'-4" ZIL O ,n lu I 3020 O 4C 40 Q ZO N 0 o N AW INO PIG RE _ 3°5 2_ 3°5 gl_nl - 4" (/ o p < � Q ry 6°Ib .� 4OL BATH V= TRANSOM BEDROOM 3 BEDROOM 4 `� m 8'-0" G Ht _ - - _ &'-0" G Ht &'-0" G Ht _ ccfl r O O I (V tV L N �- O — O _ HVAG EQUIPMENT IN ATTIC O _i \x �p 20 cfm CONT. � � WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELIg6UHO70XE36B - y a MI ERV 20 cfm CONCC.) LENNOX HEALTHY CLIMATE ERV5-Il5-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 2004g570 = Q (MI505.4] I Pro i TECHNOLOGIES ,- � =V_o TO ERV � -------- -------------------------------INSTAL-L-E-R�/-UNI-T-{N-GEJN94-T�1E9-ATTIC. HEATING GAP: 64,000 Stuh;AFUE = q6.1 [M1505.41 ' DUGT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I MODEL TT05 in N U BATH____ PROGRAMMABLE INDOOR COIL LENNOX GH35-30B+TDR xOUTDOOR UNIT: LENNOX MLI4XGI-036-23OC;AHRI 2033746g0 THERMOSTAT (�L N 0 71l HEALTHY CLIMATE HRV/ERV VENTILAiTION PUSH BUTTON CONTROL GOOLINS GAP: 34,800 Btuh;SEER = 15.I0 2t�o 2t�o 247oW --O INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAW MANUFACTURER'S 5PEGIFIGATION5 I STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" d1a. DUCTS 81 SMOKE G.O. CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL g5PO7 � C(J d _ (��- - 1 _ I -\'9 HALL ® ODETEGTOR (TYP) p IA.G.RTURNI 2°7° cV 24-70 FRESH AIR TO INSIDE DIFFUSER IN Hf LLWAY: 6" d1a. DUCT 10'-0" HALF WALL rn I'll ao e STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. L OA (2)-2XIO HDR -- - 27 LIN IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL I5N4& O _(2)_-1.75xq.2_5_LVL FLUSH __ __ ALL DUGTS INSULATED TO R-4.2 N 3050 (ENGINEERED DESIGN) - ---- --- - -'- ------ BI-FOLD O m H ND I m 2�1° BEARING WALL �- - -� m SYSTEM TO BE SET AND BALANCED if0 CONTINUOUSLY PROVIDE [MI505.4.4]: MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM DRYER WASHER AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. m 5' �- - -y 36 H ND I [ I . .8] 3'-2" r 4'-6" DRYER EXHAUST I [MI502] 2&7Q 41 41 r 12" x 12" AIR TRANSFER GRILL IN CEILING N N o ry o m O Q DOUBLE FRAME 1Z ,} O OPENING Q �N x x x x 4" V o O � N 2470 ry N BEDROOM 2 GL W.I.G. MASTER BEDROOM b'-O" G Ht `fl &'-0" G Ht — p,� (�- 4" I O 1-1 14-0 2-2 5-6 4", 14-0 i '1LU'' � LU m W Z 1 Z (2)-1.75x14 LV_L_w/HT530 MTL STRAP AT EACH END (2)-1.75x14 LV_L_w/HT530_M_TL STRAP AT EACH EN Z Z Z Z (ENGINEERED DE516N) (ENGINEERED DESIGN) V_ Z LWU 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. ,— '4 t- O Z (2)-2xI0 HDR (2)-2XIO HDR `r Z O Z dl p 3" CLOSED-CELL 5PF lu BETWEEN RAFTERS I p- J 21 ® O ma N T_ < C 1 Z I I I Qi I I I ------------------------� I I L-----------------------J ,,.�. I ••4nlf"s.p«�rrro4. w �f"• P'R"!!«'•aft`^ w j D IVEREM FEB 2 7 2021 SE00ND FLOOR FLAN Q 50ALE: 1/4" = 1 ft00 O O t6 ' .ro tL o � r � m z SOLAR-READY CERTIFICATE O aL � h- ,L 0 This home has STRUCTURAL DESIGN NOTE tu ua Z Incorporated features at �r QC the time of Initial In accordance with the 2020 ROWS; structural lu < < �— < construction to enable the o elements such as engineered wood, steel and X < installation of solar steel/wood composite columns, beams, headers and Q electric. girders that: N (� _ cv The solar-ready roof 1) resist gravity loads, and v lu zone is shown on this O UIT IL UIT construction plan excerpt -� O and Is free of GO UIT 2) are not contained in the prescriptive design O= � �r provisions of the 2020 RGNYS 1L r O obstructions that would � limit placement of solar were designed in accordance with m panels. ANSI/ANC, ND5-201& with 2018 supplement. O Plastic conduit for future 0 0 r St uctural elements such as walls and fenestration electric wiring has been Lthat: Installed through walls at InDATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof mounted solar panels. were designed In accordance with ASGE '7-I6 wind — provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 4 GONTR,4GTOR TO AFFIX ABODE CERTIFICATE TO WALL NEXT TO ELEGTRI G SERVICE PANEL [TI03.10] SOLAR-READY ZONE [TIO3.3] PROVIDES 36" HIDE ACCESS PATHWAYS FROM EAVE TO RIDGE HHERE 5HOHN [R324.6]. THE 50LAR-READY ZONE SHALL Z REMAIN CLEAR OF OBSTRUCTIONS SUCH AS O BWL B BWL A VENTS, ETC. [TI03.4] ROOF LINE Z •--•�" -_..__. - `' , ' TABLE -- � + R802.5.2 RAFTER/CEILING JOI S T HEEL b,c�d�e� g 0� -'----- JOINT CONNECTIONSa� 1fYL I - _ I GROUND SNOW LOAD (psf) W ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO .8 INSTALL 2"(P VERTICAL SCHEDULE So PVG 20f 30 Z CONDUIT THROUGH ALL HALLS TO ATTIC,HITH RAFTER RAFTER - 1 Roofs an feet TEMPORARY PLUGS OR GAPS AT EACH TERMINUS SLOPE SPACING p (feet) N IL i ( [E5502.5.21. (inches) 12 20 28 36 12 20 28 36 O I' i,l I I tY I I \z „ ; Required number of 16d common d nl nails', per heel joint splices',a,e O I! _ AGE55bOF d J ' � 12 4 6 8 10 4 6 8 11 •• � 1 N p 3 '�� / o , 3:12 16 5 8 10 13 5 8 11 14 # - cv I -__._._._.__-_..... _..._�'' � N i 24 7 11 15 19 7 11 16 21 I �n :.... .._.............. .__._ 12 3 5 6 8 3 5 6 8 4:12 16 4 6 8 10 : i 1 4 6 8 11 Z i ;_ ➢ i% - _ w -_"" 24 5 8 12 15 - _,... iI POST DOWN POST DOWN POST DOl^lid / 9 Q 12 3 4 5 6 3 4 5 7 _ - = 1 l�GGE55 R l _.. `ji OOF 5.12 7 9 m I.'75 x 16 LVL STRUCTURAL RIDGE 16 3 5 6 8 3 5 : r�....1.75 16 VLI RIDGE , N iL 1 I X 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 ---�:I ( 9 ROOF BELOH i I. 12 3 3 4 4 3 3 3 4 f- .a:w"m" . ' 9:12 16 3 4 4 5 3 3 4 5 24 3 4 6 7 3 4 6 7 2x10 RIDGE Z_ 12 3 3 3 3 3 3 3 3 ---- --- _ • � '�` � c.�' I 12:12 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 6 i # w Jf l For SI: 1 inch=25.4 mm, I foot=304.8 mm, 1 pound per X �:'� .� i o square foot=0.0479 kPa. °' i N a. 40d box nails shall be permitted to be substituted for 16d T ( I - -- - --------- BWL 2------- �'--------- i -- Ns ' common nails. 9 X , O 1 2-a N I f' N z ! o ACCESS ROOF b. Nailing requirements shall be permitted to be reduced 25 P�GGE55 ROOF z I i Q percent if nails are clinched. ' C. Heel joint connections are not required where the ridge is ! l supported by a load-bearing wall,header or ridge beam. Nd. Where intermediate support of the rafter is provided by rr� _..__.._......... _.. V 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. _ i 2x10 RR AT I6 o.c. 2xlo RR AT I6 o.c. vertical struts or purlins to aload-bearing wall,the E E - E _ _.-_- tabulated heel joint connection requirements shalll be ` ._-............' ROOF LINE HALL LINE µ. permitted to be reduced proportionally to the reduction in - i 1 span. e. Equivalent nailing pattern are required for ceiling joist F- - -- - q p q g ROOF LI t,1...m__.._,•, , ; j o ( �- i i ' to ceilingjoist lagsplices. m f. Applies to roof live load of 20 sf or less. `' z ' SEOON7 STORY' E3V4L_ FLAN � pp p z z �� g. Tabulated heel joint connection requirements assume �- - �r .�W Q r� - W SGALE: 3/16 = I ft that ceiling joists or rafter ties are located at the bottom 0 V <- d Z of the attic space. Where ceiling joists or rafter ties are �� v }- O PORCH ROOF BELOW located higher in the attic,heel joint connection O? r- O W N requirements shall be increased by the following factors: i(J.L�� n�, � 0 �0 Ix O 7_} � lyQ Hc/HR Heel Joint Connection Adjustment Factor 0 O V I Q 1/3 1.5 0 Q 0 1/4 1.33 h < 115 1.25 1Z-7 1/6 1.2 X ROOF PLAN 1/10 or less 1.11 < SCALE: I/4" = I ft where: BWL E BWL D BWL G He=Height of ceiling joists or rafter ties measured vertically -�- 24'-499 I I above the top of the rafter support walls. �t ���pis' E' •. `'�Pa HR=Height of roof ridge measured vertically above the top ofPs, C"; `7 I I n I s„s 3-O i/2 i3'-4 1/2" 7--f 4-4 + + Pp c - ` W the rafter support walls. = � ,' i s '�l --- --------------- ------�---- _ 1 . . -- - ------ - ----- BWL 3 as --- � BRACED WALL PANEL CALCULATIONS17 aid , ! _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) -._._,___...___._.__.._.............._.._ _.._._____._.__._- _-__ _ - - _ - -- -- - � � Upper Story DE Numbered Lettered .��1� DFEB 2 7 2021 I Wall Lines Wall Lines Comment = i r r i j Exposure Category 1.00 1.00 Exposure B. 2-Sty ,I 24-4 0 I Roof Eave-to-Ridgy Height 0.84 0.84 T-4" O to ' - ' 4 Wall Height 0.90 0.90 o o Number of Braced Wall Lines 1.00 1.00 2 Additional 800 lb Hold Down 1.00 1.00 N/A O �i Gypsum Board Fastening 1.00 1.00 N/A u1 t, Wind Factor Total 0.756 0.756 5 i- B II Brace Wall14 mph W Total Bracing r a i or -, _ _-..___,_.__.. r :._..____:_::..n_.`=:a:::.-,':` i Braced W Bracing Line Spacing Required Wind Factor Required Length Status - a t ~ I, ---- Line Method Total (ft) Bracing (ft) Bracing Provided (ft) O V r N l( I! ! 1 CS-WSP 30.67 7.13 0.756 5.39 23,33 OK t 2 GS-WSP 30.67 7.13 0.756 5.39 19.00 OK - i _ A CS-WSP 37.00 8.40 0.756 6,35 31.00 OK - - B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK p (a - j N N � O O 0 Z Wind AdjustmentFactors-Table R602.10.3(2) (p•187) STRUCTURAL DESIGN NOTE v Z j ; Lower Story JU Q 0- v i i = Dwelling Garage Comment In accordance with the 2020 RGNYS; structural elements such as engineered wood steel and Q X W -� i ? Exposure Category 1.00 1.00 Exp B; 2-Sty (Dwelling); 1-Sty (Gar) g �-- x H `�. ~ (� N ! j Roof Eave-to-Ridg= Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) steel/wood composite columns, beams, headers and < girders that: N Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate calc) (� - +, Additional 800 lb Hold Down 1.00 1.00 N/A I) resist gravity loads, and 1W < �LI I ! ; Gypsum Board Fastening1.00 1.00 N/A --1 -------- I Wind Factor Total 0.884 0.760 2) are not contained In the prescriptive design O= O „ l ---------,.. --_--------_--- _ --- BWL provisions of the 2020 RGNYS tL t- -- - ------- O I - vI I I were designed In accordance with m ? '.:.'.:.:':, r,`: ::.. i.-- • ., --i Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor ANSI/AWG ND5-2018 with 2018 supplement. O Line Spacing Required Required Length Status Line Method Total Structural elements such as walls and fenestration (ft} Bracing {ft} Bracing Provided {ft} ° I 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK , that: pl I I 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 I 5 CS-WSP 31.67 13.67 0.884 12.08 17,33 OK I _..._. ..__.._._ _.. _._._..__ _ __.......__..__.: ., .._._ ...,_...._....-_._._.. __...._.._..,_... `__. ._.._..._._.. .._..__.._. ._. . . .,_-._____...._.__,-e____._...._. A`: 1) resist wind loads, and C CS-WSP 24.33 5.87 0.760 4.45 22,67 OK --- - - - --- - D(gar) GB 24.33 11.73 0,760 8.91 9.00 OK 2) are not contained in the prescriptive design WALL BRACING D (dwelling) GB 37.00 1680 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with A5GE 7-16 wind FIRST STCR`Y E3NL. PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/I6" = I ft where such elements occur In the plans, they are A - 5 annotated "ENGINEERED DESIGN." I 9 i 2x4 COLLAR TIE AT 45" O.G. TYPICAL ROOF R-39 Z (OPTIONAL) ASPHALT ROOFING 5HIN6LE5 OVER 15# FELT OVER O 1.15 x 16 LVL 5TRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER 11­- (5EE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. 0 ROOF I R-39 6" THICK GL05ED-CELL SPRAY POLYURETHANE FOAM (5PF) ----------------------------------------------------------------------- -1----------------------------------------------------------------------------- WITHY2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] WOOD BLOCKING 0 I I � _ _ _ _ _ _ _ I 2x12 GROSS-RIDGE - - I CABLE WALL INSULATION: 12 12 "- - - - - - I CONTINUOUS R-5 I-INCH R1610 FOAM XP5; --- 0 FALSE CABLE s.2s�- __„ -- s.25 CAVITY R-13 2' 5PF - w FULL-HEIGHT lu fn --------I I I I BEHIND ILED&ER 0 V --------------------------- ---------- --------L-------------------------------------------------------� SEALED ATTIG (INDIREGTLY GONDITIONED) z — GEILING -- �----------- - - I 2x6 RAFTERS AT I6" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 4 G.O. 2" 50LID MASTER BATH �- - - - - I LAUNDRY }I - - - - FAMILY BATH Ix8 TRIM BOARD 8 4 0 DETECTOR IN ATTIC, WOOD BLOCKING �- N } } } }� 1 I I > I > }� i SOFFIT VENT r_nI inI inI II — I I u� I I inI i p I—' WG I I I WASHER I I I I WG I TYPICAL INTERIOR WALL 4" " LAV. LAV. I I I LAV. I 2x4 STUDS AT I6 O.G. (2)-I.l5xl4 LVL FL HDR I/2 GYPSUM # - NOTCH TOP SIDE UNDER ROOF BOARD FINISH �• I I (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 5 NOTE: ALL UCTS SHALL BE I TUB I I I I I TUB Yz" GYPSUM WALLBOARD ON B (2)-2x10 HDR OTH SIDES LOCATED IN THE ATTIC, ANTERIOR I TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ SHOWER I I j 2x4 STUDS AT 16" O.G. --1 z AND SECOND FLOOR PLATFORM. �J J I (2)-2x4 TOP PLATE;2x4 SOLE PLATE tX MIN. R-4.2 DUCT INSULATION. ------- ---- ------__-- -___-�- -- __-- __________ ___________________ I HEADERS UNLESS OTHERWISE NOTED ON PLAN Q O 2- FLOOR __ ____ --- I -L---- I (R,15 �A6EO FIBER6LA55 BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 --------- - -I 2 W 3' W I-I/2 W I G.O. 1-1/2" W 1-1/2 Yj 311 W 3 W2 W 2 W 2 W I 2" W 2 W I 3" W 2: W G O. i VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION N m OVER 1/2 STRUCTURAL PANEL SHEATHING C5-WSP WOOD FLOORING OVER 3/4" PLYWOOD SUBFLOOR �-- (2)-1.'T5 x 14 LVL FLUSH HDR v CEILING _ _ _ _ - - - - -- t' ' I R-13 2" CLOSED-CELL 5PF 11 14" TJI-560 FJ AT 16" O.G. ! " 14" TJI-560 FJ AT I6" O.G. i 4 J - POWDER I KITCHEN AT RIM JOIST 1 „ I1 .(1 LL V� } }I I X }I I , I(2)-I.15 x 14 LVL FLUSH HDR STAIRS I I (g)_L75 x 14 LVL O m N i O f I I I O 1/2" GYPSUM BOARD FINISH WII iI [� Q I WG I I KIT SINK I LAV. I DI 1 I I - 11 11 I 11 it 11 I LIVING ROOM 0 1 1 ' ' u =11FAMILY ROOM I j w: i � I� I Ist FLOOR PLATFORM [Q ttl 1st FLOOR WOOD FLOORING OVER -------------------------------- ---------------------- ----------�-- ------------------ ------ -------- ------- -------------------------------J 3/4" PLYWOOD SUBFLOOR W 3" W I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3:P G.O. � GROSS BRIDGING AT MIDSPAN I GEILIN6 j R-15 2" GL05ED—GELL 5PF I II - AT RIM JOIST STAIR5 I r r-4: I -II F.A.I. (3)-1.�5 x 11.8�5 LVL GDR N BASEMENT _j (4)-3/8" LAO SCREWS FINISHED GRADE I FIN15H 6RADE (INDIRECTLY CONDITIONED) SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. NG3B) SILL ON TERMITE SHIELD G.O. 4 W I N ON SILL SEAL WITH 1/2" ANCHOR BOLTS T (SEE TYPICAL WALL DETAIL) lz HOUSE TRAP TO APPROVED Q N SANITARY SYSTEM 1/2" GYPSUM FULL HEIGHT R-II BLANKET WALL INSULATION m - BASEMENT FLOOR 8" POURED CONCRETE FOUNDATION STEM WALL BOARD FINISH cv AS MANUFACTURED BY CERTAINTEED CORP. -----------------•-----------------------------------------------------------------------------------------------------------------------------------� UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING [R302.-1] 7 A5TM Eb4 MAX. FLAME SPREAD INDEX _< 25 ''11 '' W m MINIMUM 3-O BELOW GRADE m J-�-1 i 1LI Z FLUMB I NO RISER D I AORAM, 4" P.G. FLOOR SLAB MAX. SMOKE DEVELOPED INDEX 50 -1� TOP OF BASEMENT SLAB � � � �� � Z � <- d) zw SCALE• NTS (� �— d r O Z z Lu pz 'ALz 30"x 30"xl2" DEEP P. GONG. SPREAD FOOTING < > p/ W z ® tu w/(3) #5 REBAR E.W. n, <-1 '' 0 a/ Q � 43 > �Q4 ,:0�1 i�I DOE TENSION 57 AP: SEGT I ON A � x ° � WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" I ft= �X e4.px.t•�+vr.,..sr. �s f F.•s�a4P/4we""*l+rp B 'i�'r P",.7 RAFTER TO STUD : WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION D 11VERE0 FEB 2 7 2021 WHERE RAFTER ALION5 WITH STUD Ll � r 2x ROOF RAFTERS AT 16" O.G. O USE 6ALV. HURRICANE TIE BETWEEN 0 _ EVERY RAFTER AND THE ROOF BEAM O r N 2x GEILIN6 JOISTS AT 16" O.G. r 1L t- USE (3)-lbd NAILS AT RAFTER S 13 (�/ I HEEL JOINT CONNECTION Z - ROOF BEAM (SEE PLAN FOR SIZE) Q O PRESERVATIVE TREATED 2x EXTERIOR WALL t \ — A55EMBLE WITH 10-d NAILS MALL STUD TO MALL STUD : A55E Q STRAP OVER OR UNDER 5HEATHINO 12" O.G. STACCERED ALONG LENGTH (4) 8d MT530G STRAP-TIE- COMMON NAILS AT EACH END OF STRAP O v r ty � �� ly SEE WIND GOMPLIANGE PATHWAY NOTES ON SHEET EACH RAFTER O O Z VENTED VINYL SOFFIT Ix8 TRIM BOARD nN, UPLIFT CONNECTIONS: G518 6ALV. COIL STRAP il- 7ci (� USE (2) AT EACH POST, TOP BOTTOM R-30 GATT INSULATION 1-1/4 � 13 u � �-- �: :, (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST �� WIDE 20-OUAGE tL 5/4 xb DECKING 51MP50N COIL STRAP GALVANIZED STEEL STRAP J V < ,Q Z PERPENDIGULAR TO JOISTS (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W Il (2)-Sd THREADED NAILS OR DOOR OPENINGS. INSTALL 'I ) (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK BAIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP "* ' Q d EACH SUPPORTING MEMBER PLATES TO JACK STUD. 0- x XX - REST PRESERVATIVE TREATED 2x RIM BOARD MINIMUM LENGTH BELOW �-- X �- < - [RSOl•'1] REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR J015T HEADER = LENGTH ABOVE Q >` A55EMBLE WITH TWO ROWS OF IOd NAILS O La FLOOR JOISTS UC3B PRESERVATIVE TREATED BOTTOM OF HEADER F- N _ N STUD TO SILL 'LT (SEE PLAN FOR SIZE) ,n UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R50�.5] - J V_W F- WRAP STRAP UNDER SILL PLATE PER GODS Xb" 055 8 VINYL SOFFIT x IL y�GRADE F- (6) - COMMON NAILS AT EACH END OF STRAP 8d 4x4 WOOD POST tL O FLOOR JOIST TO WALL: u ~ SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET "7 U05B PRESERVATIVE TREATED a ry SIMP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD o dJ 2x EXTERIOR WALL C A PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/5TUD M15ALION5: 0 m POST BASE ANCHOR FLOOR JOIST TO PLATES: 51MP50N H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES ° a • '' PLATES TO STUD: ° a 12"cP x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 5IMP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-N I ND UPLIFT STRAFF I NO T)"F I GAL PORCH DETAIL DETAIL AT FLOOR CANT I LE\/ER TENSION STRAP I NO AT MALL OFEN I NOS DRANINO NUMBER SCALE: NT5 SCALE: NTS SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAFPINO SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A — & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE 5PEGIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE5IDENTIAL GODS OF NEW YORK 5TATE RIOIJ UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Dullding Colo - lei NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 E>UILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RCNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Seed To o ra hit Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:llhozorcls.otrounrll.or FOR THE PROJECT LOCATION: until project completion. LOAD m h Topographic p CATEGORY Weathering Termite HAZARDS p o 0 9 TEMP REQUIRED INDEX TEMP � (mph) effects region debris zone depth N 41.0031 W '72.5665 RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Z WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE THIS NEW RESIDENTIAL 5TRUGTURE UTILIZES filed with The State Education Department entitling D'Amoro V PRE-ENGINEERED WOOD CONSTRUGTION Engineering and Surveying, P.G. ("Designer") to provide 20 psf 127 None No No B Severe 36" M to H 15 -F Yes None 5990E-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, R301.2(3)1 THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall fa Elevation Latitude cooling tem temperature coolin difference :. I immediately notify Designer, In writing, if there Is an W heating co g factor p 9 1^i TH TITLE IQ NYGRR PART 1265 y COMPONENT AND CLADDING LOADS [TABLE R3012(2)] DO NOT discrepancy found between field conditions and plan 80 ft 41° North 150 99%outdoor DB 850 1%outdoor DB 0,997 70°F 750F 550F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. 0 N MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (50'-0" roof R3ol2.1 WIND DE516N: In accordance with Figure R3o12 - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g (5)B, wind wy Daily range span, 140 mph, pitch less than 5:12) [TABLE R ,02,11] design Is not required. This building Is designed In WW p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf accordance with the wind provisions of the 2020 RCNY5. F- 10°F 15 mph 7.5 mph 720E Medium 160E to 250E N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf < jy R301.2.12 PROTECTION OF OPENINGS: This building Is not located () UPLIFT METAL FRAMING CONNECTORS ARE REGUIRED AT TOP to a Windborne Debris Region. cv AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. R3012.4 FLOODPLAIN: This building Is not located In q flood hazard area. } - R3015 LIVE LOAD5: Minimum uniformly distributed live loads: 1WX Attics without storage 10 psf,Attics with storage 20 psf, O Bolconles d decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTST a b SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS y h, SPACING AND LOCATION NOMINAL MATERIAL a,b design corresponds to the 3o psf round snow load column to OF FASTENER OF FASTENER • THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) (inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2%"xt0.113"); or 4-8d box(2%"x Oil 13");or 'or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (1-VLtheseI�Ln I�oistss ore �glu-alamseetcJs. �arineered wood e actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2/ x 0.131 ) or Toe nail 21 Joist to sill top plate or girder 3-8d common(2/ x 0.131 ) Ions. Toe nail 3-10d box(Y x 0.128");or 3-IOd box(Y x 0.128"); or Staple 15 ga. 1 Y4 4 8 R302.I FIRE-RE51STANT EXTERIOR WALL5. All exterior walls and 3-3"x 0.131" nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2% 3 6 projections shall be located at least 5 feet from lot Imes and are not fire-resistance rated. 4-8d box(2 Y2"x 0.113");or 8d box(2%"x 0.113 ) 4"o.c. toenail Staple 16 ga. 1 Y4 3 6 3-8d common(2 Y2"x 0.131"); or Per�oist,toe nail 22 (roof appliRim joist, cationand s also)ist or blocking to sill or top plate 8d common x 0.128'0.1o31");or 6" o.c.toenail 19 and 5 Staple 15 Nail a. 2 3 6 �02�g ND GEA FLAME EIILIN�Ga� ax�m�wallboarQ iissDa INDEX ass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128");or (req'd max. R )' �2 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 Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 % Staple 14 ga.2 4 8 "x 0.128"); or 3-8d box(2 "x 0.113");or R3o2.lo FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION: Exposed insulation that is not installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 ? x 0.162");or Face nail „ 2-8d common(2 Y2"x 0.131"); or 23 s Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3" x 0.131 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128"); or Face nail /2 and/ t surfaces shall have a F51 s 25 and a SDI < 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 Y4" 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 R8023.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 %2" x 0.135");or Staple 14 ga.2 X 4 g 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 0.1620. t where otherwise specified by the 2020 RGNYS. ( ) 113 2/.� 3 6 4-1Od box(3"x 0.128");or 3-16d box(3%"x 0.135"); or 1 Staple 15 ga. 2 X 4 8 R302.12 DRAFTSTOPPING: Not needed for this project. 5 Collar tie to rafter,face nail or 1 Y4"x 20 ga. ridge strap 3-I Od common(3"x 0.148")• or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common(3%"x 0.162 At each bearing,face nail 1 0.097-0.099 Nail 4 g 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` O FASTENERS project under Exception 4. 4-IOd box 3"x 0.128" or NOMINAL MATERIAL s b R3o2.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed „ „ . ( )� DESCRIPTION ° OF FASTENER AND LENGTH 3-16d box (3 2 x 0.135 ),or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist „ End nail THICKNESS d from Ines shall be IG-rated I/A/W NI102.4.5 with separation 3-lOd common(3"x 0.148");or 4-3 x 0.131 nails; or (inches) (inches) g Y p p g• Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x ]4 ga. staples, %6"crown E es Bod c s) P - from Insulation per listing. (• ) (inches) (inches) 4-1Od box(3"x 0.128"); or or truss' R308.4 HAZARDOUS&LAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed In 20d common (4"x 0.192");or and adjacent to door panels;within 60 inches of wet surfaces; 1J-1 m W . Fiber-cement and at locations where shown on the plans. to Z z 4-16d box(3%"x 0.135");or at top and bottom and staggered Fib t LH 3-1 Od common(Y x 0.148");or oq.1 GARAGE FLOOR SURFACE: tiaraa floor shall be 5-Inch Toe nail 3 6 9 IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3 z z } Z Z 4-1Od box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle tp - - O -1 to Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3" x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. rr� ` - cq Z W And: Staple 18 ga., /8 long,X crown V !- f O z 7 to minimum 2" ridge beam 2-20d common 4"x 0.192" • or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z z dJ z g 3-16d box 3 %" x 0.135" or ( )' Face nail at ends and at each splice t builder's responsibility to verify that window units supplied p- r- O R ) p /4 P yy Pp Q >" d1 ►u i „ „ . 3-10d box(Y x 0.128");or 1 %loin x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for ly OC W 0 O 2-16d common(3/2 x 0.162 ) or g 3-1 Od box 3"x 0.128" ;or End nail 3-3"x O.131" nails 8 8 emergency escape and rescue openings where required. Q J ^O ff ( ) (galvanized or stainless steel)roofing nails(for the finish) V 7- M Vr < 3-3"x 0.131"nails 4-16d box(3�"x 0.135") or 1 long,No. 8 x 375 head diameter,ribbed wafer-head screws R311.r STAIRWAYS: Interior stairways shall be pre-assembled O > 4 X wood units. The maximum riser height shall be 8-1/4 Inches and /n ry < Wall 3-16d common(3 Y"x 0.162");or (for tile finish) 8 8 the minimum tread depth shall be 4 Inches,p g v I O Ll 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail plus nosing where z 16d common(3 X"x 0.162") 24" o.c. face nail 4-1Od box(3"x 0.128 );or Plywood required. Provide handrails per Code. 4-3"x 0.131"nails 1 Y ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above g Stud to stud(not at braced wall panels) 1 Od box(3"x 0.128"); or 16" o.c. face nail 3 6 grade,and steps leading thereto, shall have guards that � Z 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. Z 29 Bridging or blocking to joist (2 YZ"x 0.131");or 2-3"x 0.131"nails Each end,toe nail s _ 16d box(3 1n x 0.135") or „ Staple 18 ga., /,/6 crown width 2 5 R3122 WINDOW FALL PROTECTION: Windows with sills less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS 9 3"x 0.131"nails 1 t s is I 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, /, /2 and/ u 6 8 shall be protected per Code. " 11 u 11 16d common(3 y x 0.162 ) 16 o.c. face nail ITEM DESCRIPTION NUMBER AND Intermediate 12/ga. (0.099 )shank diameter 16d common 3 V2"x 0.162 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa'h'' Edges h supports`'' 1%ringor screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,p.."M-: •., ( ) (inches) smoke alarms,carbon monoxide alarms,and heat detection �•"'�`'' " #' (inches) 19/2,s 2s 3 12%ga. 0 099" shank diameter alarms shall be Installed at all locations shown on the tans. •'�s v r'!'l" , 10 Built-up header(2 to 2 header with 2 spacer) u �� 3 6 .,, 16d box(3/2 x 0.135 ) 12 o.c. each edge face nail /, /2 and/ ( . ) 5-8d box(2%2" 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 V 6 8 R315 CARBON MONOXIDE ALARMS: Install at all locations :'4��`R c, r �" •+`J I :: see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. a`c.i;.: �� !"� �' 11 Continuous header to stud 4-8d common(2/ x 0.131 ),or Toe nail [ O p g gl1 4-1Odbox 3"x 0.128" " '� 1 ~' �•'�~� `I'�, � `-`' ( ) 6d common(2 x 0.113 )nail f 1 /long ring-grooved underlayment nail 6 6 R31-1 WOOD DECAY PROTECTION: Lumber specified In the plans - ` , $ ' 30 33/" -Y2" 6 12 p p subfloor,wall as pressure preservative- treated (P.T) shall be in !�,;•,• 16d common(3 X"x 0.162") 16"o.c. face nail R ) 0.200 4d cement-coated sinker nail 6 6 s;' �'` : re•`'d 31 1 3z" - 1" 8d common nail 2%"x 0.131 6 12t Staple 18 a %ion (plastic coated 3 6 Fasteoccorners shalce ihbt d1 foed galvr the anized steelnded use s,stainlessdlton. -�' .t.: *.��? s•� C��»`'R.^f: 12 Top plate to top plate l Od box(3 x 0.128 ),or R ) p g $(P ) pp g "• ,,- - 12"o.c. face nail steel,silicon bronze, copper or 1/2" diameter or eater +r;`S: ., 5�4. n• 3"x 0.131"nails IOd common(3 x 0.148 )nail; or 6 12 Particleboard pp greater , 32 1 X"- 1 X" u „ „ steel bolts. '•'1,t;:� t,:,; •..•^"� 8d(2/ x 0.131 )deformed nail u 4diing-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL Footings and foundations shall rest on l; / � 3 g d SLIVERED FEB 2 7 2021 Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearin value of 2poo 8-16d common(3 %"x 0.162"); or Face nail on each side of end joint u „ psf. Visually graded soils that have this load-beorin value 12-16d box 3 X"x 0.135" • or :: u „ 1/ galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 9 13 Double top plate splice R )' (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing 1 „ 3 6 / Include 6W d GP-gravel and sandy gravel;6M d 60-silty and 12-1Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 y long,%crown 3 6 clayey gravel;SW d 5P-sand and gravely sand;5M d 50-silty Q each side of end joint) and clayey sand. unsuitable subsoil material encountered 12-3"x 0.131"nails 1 Y4"galvanized roofing nail, %6" head I � &Bring-grooved underlayment nail 6 10 Burin excavation shall be excavated and replaced In-situ 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 X" long 3 6 /' s Staple 16 ga., 1 %long,8 crown 3 6 with V4" crushed stone to a minimum depth of 8 Inches or AOBE. 16d common(3 y" x 0.162") 16"o.c.face nail t „ d 1%"galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls,exterior Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing I Y2"long; 1 X" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the r Yp For SI: 1 inch=25.4 mm. 14 blocking(not at braced wall panels) 16d box(3�%2" x 0.135");or 12"o.c.face nail 3 weather shall be air entrained stone concrete with a minimum IL 3 x 0.131 nails 5 „ d 1 4 galvanized roofing nail; staple galvanized, compressive strength of f a-3,000 psi at 28 days. Porches, O 36 / gypsum sheathing 1 8" long; 1 %" screws,Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage (� m Bottom plate to joist,rim joist,band joist or 3-16d box(3%"x 0.�135"); or 3 each 16"o.c. face nail Y g b. Staples shall have a minimum crown width of/6-inch on diameter except as noted. m nlmumfloor lacomprebs lssiiveastrength entrainedir of 3,50one concrete p i at 28 d with ays. Q 15 2-16d common(2 JV2 x 0.162 ), or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment ment to framin p p ' - blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d1 H 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION. Exterior footings and foundations 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, .e.,to a rnlnimvm 37 3/" and less 8d common(2%"x 0.131")nail y I O t_ N 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 3'-0" below finished grade. � - 1 3-16d box 3 YZ"x 0.13") r „ _ 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. liL 1- ( )� 38 /g 1 u 6 12 R4041-1 BAGKFILL: Backfill shall not be placed against - V Z ly Toe nail 8d deformed(2/2 x 0.120 )nail f Hardboard underlayment shall conform to CPA/ANSI A 135.4 fovndotlon walls until cured a minimum of-1 days. Brace to O O 4-8d common(2%"x 0.131"); or y • p O - - 4-10d box(3"x 0.128");or 1 Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during bockfill placement. n/ < Q 4-3"x 0.131"nails 39 1%" - 1 X" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using w O 16 Top or bottom plate;to stud 8d deformed(2/ x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O aL tK � the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer � IL - V I Z 3-16d box(3 X" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336, Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus W OL 2-16d common(3 YZ"x 0.162"); or End nail For SI: 1 inch-25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. VJ v - w Z 3-1Od box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall 4 Q fL < 3-3"x 0.131" m 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 o minimum 3: (L X Asheathing 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 < 3-1Od box(3" x 0.128"); or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,c " Q d ( )' g g ' WALL SHEATHING USED TO RESIST WIND PRESSURES R"102.3 GYPSUM BOARD: All interior walls to be covered with 14 �- 17 Top plates, laps at corners and intersections 2-16d common 3 X"x 0.162" ;or Face nail sum board;toped,s ackled and pointed;unless otherwise tV ( ) ksi for shank diameters of 0.142 inch or less. gypsum � P 3-3"x 0.131"nails noted on plans. - b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v UJ In MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%"x 0.113");or c. as 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 Vi1t R-103.3 51DIN6: Exterior wall covering shall be vinyl siding tested �L IL d. Four-foot b 8-foot or 4-foot b 9-foot anels shall be a lied vertieall STRUCTURAL WALL STUD SPACING m h by the manufacturer for use In high-wind regions and Installed 2-8d common(2 YZ"x 0.131");or Y Y P pp Y PANEL ( p ) with fasteners In strict accordance with the manufacturer's O W O OOL 18 1"brace to each stud and plate „ "); Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). PANEL SPAN SPACING IL z 2-10d box(3 x 0.128 ),or p gPenetration THICKNESS Edges Field Wind ex exposure cat` or Instructions for high-wind regions. Use stainless steel nails for IL O f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size RATING inches (inches) g p category fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 X" (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 Tess t0 6d Common 1.5 24/0 / 16 6 12 140 115 110 9 3-8d box(2 z"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 RB02.1 WOOD ROOF FRAMING Load bearing dimension lumber O 2-8d common(2 y"x 0.131");or less than 140 mph. (2.0"x 0.113 ) for rafters,trusses,roof beams and telling joists shall be -I 19 V x 6" sheathing to each bearing 2-10d box Y x 0.128" • or Face nail Douglas fir-larch No. 2 or better. ( ), g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 p g g g (2.5 x 0.131 1.75 24/16 %6 2 staples, 1"crown 16 a. 1 Y4" ion sheathing shall conform to ASTM C 208. ") 24 6 12 140 115 110 RSob ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(so of the area of the DATE: FEBRUARY 2021 3-8d box 2%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 R2%" 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 min, 1 mile per hour=0.447 m/s. RaO52 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g p uP p p 9 l'P 3-1 Od box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with ASTM D-1158 Glass G NOTES 3 staples, V crown, 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-5161 Glass F,and shall be fastened in accordance with the manufacturers Instructions to achieve „ i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail � p gJ �p g• p P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box R2 y"x 0.113"); or Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. the opposite side of the rafter shall not be required. g re q DRAWING NUMBER 3-8d common(2%"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built 3-10d box(Y x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A ==7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING �- Load bearing or braced/shear wall � JOIST DETAILS Plate nail-16d(0.135"x 3Yz")at above(must stack over wall below) 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Yz') Plate nail, 16d(0.135 x 3 Yz") 7 „ Blocking panel: 1Ys"TJ®Rim Board, 1 (must stack over wall below when resent at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- g P present) ALLOWABLE HOLES - TJI Joists 0 at 16"on-center trim sheathingtongue at rim board ( 1 ") 4"TimberStrand® LSL or TJI0 joist. No load bearing Z 9 16"on-center 8d 0.131"x 2/z at 6"on-center J Min.distance from Table A Min.distance from Table B %"hole may be cut Q Blocking papal: Web stiffener wall above anywhere in web out- IV'TJ®Rim Board, 1%" Plate nail-16d(0.135"x 3Y") Blocking panel: H required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrand/' LSL or at 16"on-center* 1/s"TJ®Rim Board, sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJI®joist Floor panel nail- Sheathing q q • 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 Web Stiffeners required 4"on-center ) LSL rim board. Y16" Web stiffeners 6" O O g' Z Rim-to-joist q required on both v nail J each side at A3._W B1 B1 W sides of both joist g" L, 2 x D, D, Closet grouped round L 2 x L D Q Toe nail-10d(0.131 Y 9 P z z z 6" 6" Toe nail, Toe nail, ' • Ills"TJ®Rim Board A3/A3W When sheathing ) ends at B4W ONLY No field cut minimum holes are permitted if • � O ( 7 12" x 3" at 6"on-center minimum No field cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist thickness exceeds/s", Web stiffeners required DO NOT hares In (applies to all holes the group perimeter holes In holes larger at 6"on center at 6"on-center only)or min. q End of joists at hatched meets requirements for hatched ! " u- 1Y4"TimberStrand® LSL, trim sheathing tongue 3 on both sides at B1 W cut holes!n cantilever except knockouts) q than f/•In For rim board thicker than 1/ centerline zones round or ware holes. zones canrrrever 0 TJIo rim joist at rim board and 62W ONLY rernforcemenr. q Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support lu required on both Must have 13/a"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support ill * sides at Al W ONLY * joist bearing at ends. Attach 1tr support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear 63 g3W with braced/shear walls above or g4 g4W Minimum distance from edge of hole to inside face of nearest end support ZO N Al Al W A2 A2W rim joist per A3 detail. 8(9(9(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O O O O *For additional installations specifications see Rim Board A3.4 t * DEPTH TJIFor additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 p O 2" 3^ a' s" sY r a%' +1~ +3^ 2" 3~ a^ 5^ sYz' 7~ s%" ++ 13- For O O O y Nail through 2x cantilever,wood backer and Details and Installation in Weyerhaeuser Installation Guide +10 •r-o~ r-s^ r-o^ 3'-0" s-o^ r-o^ 1'-s^ 2'-6^ 3'-s^ a'-s^ � N Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ 9001. 1%"TJ®Rim Board or 11/a"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") g , 210 1'-°• 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5,_0„ �•- y 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. s/~ 230 1'-6" 2'-0" z'-6" T-6" F-6" 1'-0" 2'-0" T-0" 4'-6" s'-0" 0 tV top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Yz")nails with 3Yz"TJI(1 360 T-6" T-0" T-0" 4'-0" 6'-0" 1'_s" 2'-6" 3'-s" s'-o" 5'-6" with connections equivalent to floor panel joist flange widths. 660 1'-6" 2'.6" T-s" 5'-0" 7'4" 2'-0" 3'-0" 4'-0" F-6" 6'-0" ®• diameter maximum hole for 11 "- 6'-0"length of TJI oast 8"dia ete a o / , , 110 r-o^ r-o° r-s" 2'-0^ r-s^ 3'-0~ 5'- " r-o" r-s• r-o° r-6" a'-s^ 5'-0^ 6'-0- reinforcement #g J 1/a"TJ'�Rim Board 1/a"TimberStrand® schedule. and filler 16"deep blocking panels;6"diameter 210 1'-0" 1'-6" T-0" z'-0" T-0" T-6" s'-0" 1'-0" 1'-6" 2'-6" T.0" F-0" F-6" 6'-6" t f ' 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist ++'/" 230 1'-0" 1'-s" 2'.0" 2'-6" T-0" T-6" s'-6" 1'-0" 2'-0' 2•-6" T-6" 5'-6" F-6" T-0^ - ILI 9 8"diameter maximum hole for 11/s"- 9 one each at top and bottom flange. 1 " 360 r-6" 2'.0" T.0" T-6- 4'-6" 5'-0" T-0" r-6" 2'.6" 3'•6^ 4'-6" 6'-6" 6'-6" T-6" reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 117/"TJI® or shorter than 12"long. with one 8d(0.131"x 2/ ) 8"diameter maximum hole for 11 Attach reinforcement to nail at each comer 560 r-e" 2'.6" T-0" 4'.0" s-s" s'-o^ s'-o^ r-6" T-6" 4'-6" 5'-6" T-0" T•6" 8'-0" 7 - one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 F1 applies to 110 r-o" r•0" r-0" 1'-0" r-6" 2'-0" T-0^ 5'.6" r-0" r-0" r-6" 2'-0" 3'-6" 4'-0" 6'-0" Web stiffeners /8 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz") Horizontal blocking uniformly z10 r-o^ r-o" 1'-0" r-6" 2•-0" 2'-6" T-s" 6'•0" r-o^ r-0" r-0" 7-6" 4'-0° a'-s° s'-s^ s-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJ®Rim Board 1Y" nail at each corner panels between each loaded joists 14" 230 1'-0' 1'-0" 1'-0" 1'-s" z'-s" 2'-s" a'-o" 7'-0" 1'-0" 1'-0" z'-o" 3'-0" a-0" 5'-6" 7'-6" 9'-0" sides at E1 W ONLY panels 9/z"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with * only. 360 1'-0" 1'-0" r-s^ 2'-s" 3'-s^ a'o" 5'-6" a'-o" r-a' r-s" 2'-s" 4'-0" 6'-0" V-s" s'-o" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood a a� 560 1'•0^ 1'-0" 2%0" 3'-0" 4-6^ s-0" 6'-6" 9'4" r-6" T-0" a'-o^ 5'-0" T-0" T-6" 9%0" 10'-0" Do not cut flanges. IV'TJ®Rim Board or 1%" each at top and bottom flange. reinforcement on floor panel schedule. backer �\a�`��0 oCN� 210 1'-0" 1'-0" 1%0" r-o" r-o" r-6" 2'-6^ T-s" 6'-o" r-o" r2'-0" 3'-0" 3'-s° 6'-s TimberStrand® LSL.Nail with one side at E5, 12"length of3/" VC,2P 5c c \0 16~ 3so 1-0^ r-0^ 1'-0° 1'-0" z-s° z'-6" 4'-6" 6'-s" s'•o^ 1=0" r-o" 16" 3=0° s'-o 5=5" 9'-0" 10'-0° 1r-6Y 10d(0.131 x 3")nails,one Attach reinforcement to both sides at E6 f g t d`� Full depth vertical reinforcement On one side \r\Dt 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" each at top and bottom flange. joist web with 3 rows P ` �blockin between at E7,both sides at E8 F1 10d(0.148"x 3")nails at 6" g 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18" 3so r-0" r-0" r-0" r-0- 2'.0" 4'-0' 5-6" 10'-0" r•0" 1'-61, 3'-0^ a-6^ s'-o" 10-a' 1r-o" 13'-s" 2x4 minimum 0 1 „ 7 „ E7 E8 Less than 5" to joist flange with 2 . c<` rows with 9/ and 11/8 Less than 5" 560 •r-o^ 1-a' 1'-0" •r-0^ 2'•0" 4'-6^ T-0^ 11.0" 2'-0" 3'-s^ 5'-0" s'-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" 1' q p 8d(mite"x When nails rc 6" �\ad TJI joists. Gap*: WEB STIFFENER ATTACHMENT 20~ s6o s'-o^ 1r-s° r-0" r-6° 3'-s" s 1Y"TJ®Rim Board or 2 •`��� on-center.When reinforcing E5 E6 /-� CS Use 2x4 minimum squash blocks to ® Face grain ai Y"minimum 1Ya"TimberStrand LSL. t� both sides,stagger nails. Table B - Intermediate or Cantilever Support transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal gg E4 Not for use with 3%2"TJI®joist flange widths 1.• T 2Y4"maximum pp E1 E1 W nails,one each at top and E2 E3 (1y"for TJI® I Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST TJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oar TJI®joist blocking with end Web stiffener both sides. DEPTH 27 3 4" 5~ 6Y" 7" e%" 1 V. 13" z" 3" a" 5' 6Y,- 7" a%' 11• 13' adhesive to all blocks installed at a joist span 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" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p PP Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum X"overhang contact surfaces r below,install web stiffener tight to top flange 9XV 210 2'-0• 2'-6" T-6" 5'-0" 8'.0" z'-0" T-0" a'-o" 6'-6" T-6" g g Flashing two 8d(0.113"x 2Y2") I Tight fit* (gap at bottom flange) 230 z-6" T-0" 4'-0" 6-6" e'-s" 2'-0" T-s" 4'-6" 6'-6" 7-6" be a minimum oleo h Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0• 4'-0" 5'.6" 6•.6" 9'-0' T-0" 4'-6" 5'-6" T-6" 8'-0" offo►st depth nails when possible, flange with face mount hangers). a , „ Nailing Requirements 565 3'-6• F-0" 6'-0" T-6" 10'.0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ o`S�eQ 2/ screws, TJI®Joist Series Depth Minimum Web Number Nails 110 r-o^ r-0" r-6" 2'-6" a'-0• a'-s^ e-s^ r-o^ r-s^ r-s" a'-o^ T-o^ 7-0" 9'-6" P ledger o1�1 �\a�' typical (in.) Stiffener Size Type End Intermediate z+° r-o" r-o~ r-o^ 3'-0^ 4'-6• s'-o^ s'-o^ r-o^ z'-0" 3'-0" a'-s° a'-o^ s'-o" 10'-0° r",�• See fastener 1 „ ® 110 All s/8"x 2s/s„,,, 117/e~ 230 1,-0^ 2,_°„ 2W 3'_s" 6_0^ 5-6" 10'_0" 1,-0" z•_6" 3,_6, S_0" 8•_6„ y,_o„ 10•_6" 1/8 TJ Rim Board or 1%" 210 All X 2�s' 360 2'-0" T-0" 4'-0" 5'-6" 7'•0" T-6" 11'-0" 2'-0" T-6" s'-0" T-0" 9%6" 9'-6- 11'-0" table below.Maintain 3 " s c1) 8d TO mount TimberStrand® LSL. 0.113°X 2Y2") 560 1'-6' 3.0" 4'-6" 5'.6" 8-0^ 8'-6" 12'-0" 3-0" 4'-6" 6-0" F-0" 10'-6" 11'-0" 12'-0" p 2"distance(minimum)from Option#2: 230&360 All 7/"x 2s/6°') ( 3 3 110 r-0" r-0" r-0" 1'-0" 2'-0• 2-6" 4'-6- 8'-6" r-o" r-o" r-o" r-s" 5'-0" s'-o~ s'-o^ 12-0" hanger edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 r-0" 1'.0" 1'-0" 1-0" 7-6" 3'-0° F-6" 9-6" r-0" •r-o" 2-0" 3'-6" 6'-0" T•0" 10'-0" IT-0- Backer block joist-span locations using two 2 560 All 2X4'z 1 14" 230 1'-0" 1'-0" 1'.0" 2'-0" T-6" 4'-0" 6'-0" 1V-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13-4- hanger Face mount Allowable Load(Ibs) (0.135"X 3�") 360 1'-0• 1'-0" 2'-0" T.6" 5'-6• 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12%0" 14'-0• both sides of web Yz screws per joist,typical ® Fastener 1%"TimberStrand® 1Ys"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'6" 6'-6" 9'-6" IT-6- 1'-0• T-0" 51-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 16d Option#3: 560D 20 2x4'Z, 5 5 23o r-o r-o" r-o" 1'-0" 1'-°" r-°„ 3-6" 6'-0" 10'-0" 1.0• 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Yz"lag bolt 610 480 Direct/ applied ceiling 22"(3) (0.135"x 3%") 6 11 16., 23o r-o• r-o" r-o" r-a' r-s^ r-o" 4'-0 V-6" 1R0^ 1'•0^ 1'4. r-0^ r-s" 5'-0^ 6'-0" 10'-6" 13'-6^ 16•-6^ With top mount hangers,backer block required only Y Pp g 3so r-o" r-o" r-o r-o^ 3'-0^ a'-a' s'-s^ 10'-0" 13'-s^ r-o~ r-o^ r-o^ a'-o^ 7'-6" e'-s" 13'-0" 14'-6^ 1T-0" H 1 hanger do not laterally support at Fit H3 24" 6 13 for downward loads exceeding 250 Ibs or for uplift Corrosion-resistant fasteners required for wet-service applications. P61 least 3/"of TJI®joist top flange LA When specified on the layout, one of W 5so r-o^ r-o" r-o° r-o" z-6" 3'-s° T-o" 1r-o^ 1s-o" r-o^ r-a' 3'-6° -5-.7 s'-o" 10'-0^ 14'-6° 1s'-o° 1s'-o" O (1)PSI or PS2 sheathing,face grain vertical conditions.For nailing requirements see page 5,TJ- the bracing options above is required (2)Construction grade or better 4' S' s~ 7' e~ +o' 1z~ 1s~ 17' a 5" 6" 7~ a" 10" 12" 15" 17'. Roof, Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1.4, 1'-0" 1'-0" 1'•6" 3'-0" s'-o" 9'-. 15'-0" 1'-0" 1'-6" 4'-0" s'-6" 9'-0" 14'-6" 16'-6" 19'-s" _ `J Roof Framing,TJ-9001. 16 560 1'-0" 1'-0" 1'-0" 1'-0" z'-0" F-0" 10'-0" 16'-6" 1'-0" T.6" 6'-0" 8'-6" 11'-6" 16'-6" 16'-0" 20'-0" n BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" 1'.0" 1'-0" 1'-0" 11.0. T-0" V-0" 11'-0"' 15'-6" 1'-0" 1'-0" 1'-6" 4'-0" 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" Q TJI®(1)(s) Rim Board 11/2' TJI®Joists 110 210 230or360 560 Rectangular holes based on measurement oflongest side. J-4-1 tf) W V Nail Size 110,210, 360 and 1 •• ® " TimberStrand®LSL Microllam® Parallam® + + + • Leave Ye"of web M Z Q BEARING FOR DOOR BEAM TO BEAM BEARING AT a TJ Ri 1� De th 9Y2"or 9Y2"or 14"or 9Y2"or 14"or 18"or 7 14"or 18"or (minimum)at top and bottom of hole. DO NOT cut joist flanges. � 1�zL I and 230 560 Board TimberStrand®LSL or wider LVL PSL p 111/„ 14 11 16" 11% 16" 20" 11 16" 20" • Tables are based on uniform load tables in current design literature. Q lir• BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.113"x 2Y2"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" Y Filler Block(1) 2x6+%" 2x8+%" 2x6+%" 2x8+y° 2x12+Y" Two Two Two - _ -.I lT O -3 W 1Ya"TJ®Rim Board or Strap per code if to late 2x6 2x8 • For simple span(T minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located _ p P P P 10d(0.148"x 3'),12d(0.148"x 3%") 6" 4" 4" 41 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - dJ Z W 1 a at the center of the joist span provided that no other holes occur in the joist. `}- '� 1/4"TimberStrand® LSL or is not continuous over Cantilever 2x6 2x10 2x6+%" 2x10+3/" 2x6+%" 2x10+y" • 0) blockingfor lateral support header 16d(0.162"x 3Yz") 6" 6" 8" 6" Not iV PF 3 Filler long 10 sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z W I)_Z w (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long PP _ Q 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 11) .55E TimberStrand LSL Headers and Beams < � -W ® O Strap per code i1 top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. (Detail F1 8"or 3/" 3/a"or 7/" Y8"or 1"Net 2x6 2x8 2x12 (v Q_J plate is not continuous ( ) pp P P gg or H2) ice- - 0 a Q (3)With 10d(0.148"x 11/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the U O - over column TO mount 3 to avoids Itttln /1J/f necessary,Increase fillerand backer block height for face mount hangers and maintain% gap at top ofjoist:see detail W.Flllerand backer largest hole(minimum) Q (Y P •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %"( P 9)• block dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum forrillerblocks). N .(� N d Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). Y depth j� v , Q Q Column Face mount Protect Untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q hanger wood from direct recommendations listed above. Q Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor u X L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ° o o Z ■Nailing rows must be offset at least)2"and staggered. literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y")nails if minimum penetration of 1"into the TJI e joist or rim board is achieved. o 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 Depth Hole,Size cantilever and end bearings by blocking 9y"-9y" 3'^ Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto Fastener Installation Requirements TJI®joist framing does not a rim board or rim joist. 8 8 Ilya"-11'/" 35/" 14"-16" 4%" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone ,a,"4�"•"F+pSpr�,.P•� blocking . Allowed hole zone suitable for headers and beams with Width Plies Type" Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. °" .•"• s/' sides,stagger fasteners be the second * Round ^t/��xr• ` •�f} J es only 10d nails 3" 3'zj • No holes headers or beams in lank orientation. BEARING AT 12" side so they fall halfway between COLUMN 2 12d-16d nails 3 Ya" 2`2' One side p „- fasteners on the first side. Screws 3%8"or 3Y2" 2 24" H2 ,.Gr F -y} l li►l;' V 10d nails 3" 3(2) DO NOT bevel cut joist '/ 1.' 7-."ijNJ Other Trus Joist® Headers and Beams �-� .. � �•,�-r Rim board joint I*• 2 12" Both sides beyond inside face of wall. AlO j Microllam® LVL '" �l 12d-16d nails 3 V4" 2 E2 between joists DO NOT overhang seat cuts 3 9 1.3E TimberStrand® and Parallam®PSL T C•� " R" ' 13i/4" 3 8"or 3Yz' Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the depth Screws 2 24" Load must be applied evenly across 3. largest • 5" One side entire beam width.Otherwise,use face ofsupport member, g hole(minimum) Verify column capacity 10d nails"' 3" 3'2' One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12„ (per I L5 g 4 3' 2' (p ply) illustrations and tables. 12d-16d nails 3�" 2 d holes!n headers or beams ` length.See current ° "DELIVERED FEB 2 1 2021 O Weyerhaeuser literature. 5"or 6" Both sides Y Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° 6 3/" One side form a header or beam of the required size,u to a TJI®rim joist ® la 5"or 6" Both sides maximum width of 7'• Microllam® LVL and Other Trus Joist Beams 1%"TJ®Rim Board or 1%" Parallam®PSL Header or Beam Maximum Round O Screws 2 24" L3 TimberStrand® LSL. allowed hole zone Depth Hole Size � Q 3Yz' 2 6%a" One side A2 middle Y3 span 4Y" V Yz"bolts 8" 2 24" - 5%" 13�„ d 1.3E TimberStrand(D LSL allowed hole zone d 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-EWPTm. B1 L1 7y"-20" 2" COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone S IL (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O V to - B2 I V m . Allowed hole zone suitable for headers and beams with uniform loads only. O Z O � • Round holes only Q O to BEAM NAILING AT BEARING FLOOR • No holes in cantilevers. COLUMN CAP (FLOOR) L5 B3 • No holes in headers or beams in plank orientation. ^' TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 'y\ -\X/- ` Y 1 Load bearing wall above 1/a"TJ®Rim Board or � g ) 1Y4"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 or B2 at B4 g WARNING � Q_ a � One 10d(0.128"x 3") y p P floor panel edge is supported O intermediate bearings 1D- V One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. to O � O Z - nail each side.Drive with load bearing or Joists are unstable until braced laterally � nails at an angle at Do not cut joist flanges. Bracing Includes: v braced/shear wall O 1 Plumbing Drop • Blocking • Sheathing P1 least 1/2"from end. j from above � O�,L � �•~- � �O End of joists 9 Strut Lines �-� 3%"minimum at centerline L2 • Hangers • Rim Board • Rim Joist X J rJ Q 0 Z COLUMN BASE intermediate bearing Also see detail B2 of support "yam tja �F IL 13/4"minimum end bearing 9 Z single-family applications 5Y4"may be required a_ :a fx Q L % for maximum H1 {{ _ _ Shear transfer:Connections equivalent capacity o 1� 0' 1 X~ �_ -I to floor panel nailing schedule I-X f < OL Rim to TJI®Joist o ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building H 1�1 ® t o until braced. that are lying flat, materials on unsheathed - N "TJ Rim Board, TJI 560 rim joist:Toe Additional joist is required if 0 1/4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o INJURY MAY RESULT. joists. Stack only over V W V 1 - 0 WARNING NOTES: beams or walls. TJI®110 rim joist: nails,one each side of or if span rating is exceeded. •� • .',. -. P2 P 9 o Exterior Deck One 10d(0.131"x 3")nail TJI®joist flange TJP 560 O LA DO NOTuse sawn Lack of proper bracing during construction can result in serious _J O into each flange floor joist ` • .: Attachment lumber for rim O UJ 0 g ^A. < Structural accidents.Observe the following guidelines: 2 IY TJI®210,230,and 360 rim ° O board or blocking, 1.All blocking, ® Ir INSTALLATION TIPS I.:, . • •:.• sheathing g,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. j ELEVATED II 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 dJ 4-f One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE ( /2 ) P Y P rY P ( s) 1O 13/"minimum bearing into each flange may not be required. O Use Only 3.Safety bracing of tx4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each F' m Top View Safety bracing 1x4 en joist.Without this bracing, g y highly probable under light construction loads-such as a Locate rim board%oint between joists. O Y g( engineered lumber. j g,buckling sideways or rollover is hi hl •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Von-center(6' worker or one layer of unnailed sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. .':.;,:.»,• ® for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. • , ,,•; ;•:- Ti e Rim Board or 1Ya" q g p " y 1 j Warning: Drilling, DATE: Fr-BRUARY 2021 ''�3'�:.;•:� ''••T'`:•'• TimberStrand® LSL. 12"on-center two Sd(0.113"x 2/")nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. Bearing plate to fa p g flush with inside face I-JOIST DETAILS P3 non-shrink See framing Ian if applicable)or rout Drive nails at an 9 P (� PP• ) of wall or beam g 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. %"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist installation Guide, TJ-9006, which should be referenced for additional information. A -