Loading...
HomeMy WebLinkAbout45947-Z �o�SufFai�,co TOWN OF SOUTHOLD a BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE oy • o� � SOUTHOLD, NY '$pl BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45947 Date: 3/18/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#23) o I0 -- ll'S k-0��e �- bct At premises located at: .- 4500 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-77 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 CO-NEW DWELLING $50.00 Total: $1,992.00 ildmg Inspector Nunemaker, Amanda From: Nunemaker,Amanda Sent: Friday,June 3, 2022 8:30 AM To: 'Chris Dwyer' Subject: 4500 Stanley Road Mattituck Hi Chris, I have received the foundation location for the above-referenced lot and see that the house is a different model from what was approved. I can't approve this survey until you resubmit a new building permit application with all documents/plans including a revised SCHD approval. We will have to void the open permit once you reapply and we will issue a new permit with fees. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 23 a 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 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ` 1 } i -� PERMIT No. Building Inspector: { i'•} Nj MAR — 2 2021 �._ AppUcationsnd�forms must belled out In theirentlrety Incomplete appiacations wlil not be accepted Where the Applicant is nqt the owner,an: -, tner'g Aa t ' l&fJ6n farm{Pale shill beIIcompleted ' a z t � ��.ros Date:February 18, 2021 7,7777 777 CVIINER(S}OF PROPERTY r. .. "- g 4; Name:Zenith Property Group LLC sCTM#loo0 106.00-08.00-077 Project Address:4500 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:monumentalpropey@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 �1�', ✓�x s�9 � -ti k z X > ;� ` 4 �e,`d5 x ��t �� ��Y��`�,�L ' a �''yt`°� �C ? ACT PERSON .. , ry > . J ..�. �._ .. .... . :_.. .�:. .. a ._ ... Name:Christopher�er Mailing Address:437 South Country Road, Brookhaven NY 11719 Phone#:631-286-8668 Email:cdwyer@Ikma.com DEStGN�PROF5SiONAL 1N[F011{f1AIION. '� � �` �� ' "Nn Name:Robert A. Steele P.E. Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road Brookhaven NY 11719 Phone#:631-286-8668 Email:rsteele@Ikma.com r., , .s5n i aw t, . axa ,� r a^a �Ni t-s.,+„ .ta ».,' �3�, S. ,,]Name:Oasis at Mattituck Corp Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuildin com DESCRIPTIQti[OPROPOEI O �ISTRUCTtOIlI IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? BYes ❑No Will excess fill be removed from premises? BYes ONO _ 1 Z, _ fit 'S -" " '�"'^a z�..+7^^ x S t P `• ?` wa«1A�-``�'`�`'-i C '�4 ny PRORRTY ` iNfORMATION �F T � ,},i.w Existing use of property Vacant y_ Intended use of property:Single Fami1v Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ACµ this property? BYes ❑No IF YES, PROVIDE A COPY. 9 , :+�.x'�y. r+,y �`' :n E ` L r , x Check Box fti"Readhl"1 k 1The ownerjcnntract s i$n professtnnal is responsi6ta for ati drainage and storm wa er ssuea as p tsvtded Y "p chapter 73¢`of tEta Town�Cafie APi�+CA?loN t5 NER1 BVEo Wa.8ullding tep�itmiit f or the issuance 'A Buttdln$Permit pursuar tr►t#► 6►itirigo �C+rrttr�ance�sf the7c►wn Qf Southptd,Sutiolk,County,iVey�v �'rk and ether apptitabte taws�,Ordiriances ar aegutaltans,`.£ar the construction c�huitding5;x �^�� F additions,,alierattons°flrrlmovat or demotkton:as herein descrf6eil jheappticant a$ress to ptywith all applicable taws,ardinancs,buitdh$te, ;: housln$cads artd re �le�tlons and to admit authorized inspeGkars on pre�rnises and in butldin$(s}��rreces�a�irtspeetions Fatse`stafe'�e ma��herein are; .,punisfiabte as a�s��kmisctemeanor pursuantsLo Section 21t3,+t5 of��e hiew l(orlc,5tate Pepat taw` �� '�� � `� ���r� ��� ��.��.,;; Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: /� `�Date February 18, 2021 STATE OF NEW YORK) IS: 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 X`�r'dlayof February 2021 Notary P I c CHRISTINE WIEGAND PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,State of New York No.01WIMM359,Suffolk Count' (Where the applicant is not the owner) Commission Expires August 17 LL-1I I, John Pop residing at ovitch 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to the Town of Southo Buildi epartment for approval as described herein. oZ 6 a Owner's S' nature Da John Popovitch,Zenith Property Group LLC Print Owner's Name 2 A- z REWRate - Residential Energy Analysis and Rating Software v16.0.4: New York Compliance Certificate Project Title: New Home 1000-106-8-77 Projected Rating: Based on'Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_026 4500 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 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 4500 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4500 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 ACea(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) 4503 Your Home UA 363 Better Than Code(Perf) 9.3% 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 v16.0A This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy.Analysis and"`Rating Software 0 6.0.4 7 New York Compliance Certificate Gross Area Cavity , Cont. Glazing or Door Assembly or Perimeter. R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5.0 0 Joist 2: Cond -garage 23 110 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 Walt 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30; SHGC'0.30 21 .-. 0.300 b,, Door 3 22 0.220 0. Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I,Jerry'D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate-Residential Energy Analysis and Rating-Software.vl6 0.4 This information does not constitute any warranty of energy costs or savings. m 1985-2020 NORESCO,-Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complianc Cerifr,*calte Name-Title Signatur Date REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 � 1 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021 026 4500 Stanley Rd.P.CC.big Date:2/27/2021 Building Information Conditioned Area(sq ft) 3643 Conditioned Volume(cubic ft) 37200 Insulated Shell Area (sq fit) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16(260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 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. O 1985-2020 NORESCO, Boulder, Colorado. �J V Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR(40 s.f., East), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: East Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name:W2 Orientation: East' Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: West Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: East Comments/Location ( ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W8 Orientation: East Comments/Location REM/Rate-Residential Energy Analysis and Rating Software.v1 6.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 t� Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 7. 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: W9 Orientation: East Comments/Location [ ] 8. 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: W10 Orientation: East Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W11 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300, SHGC: 0.310 For.windows without labeled U-factors, describe features: Name:W12 Orientation: North Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: West Comments/Location [ ] 12. 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:W16 Orientation: East Comments/Location REM/Rate:Residential.Energy Analysis',and Rating Software.,V16.0:4 This'information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.X(7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W17 Orientation: East Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7"s.f.., North), U-Value: 0.300, SHGC:.0.300 For windows without labeled U-factors, describe features: Name:W18 Orientation: North Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy,Analysis and Rating:Software v16.0:4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder;Colorado. Page 4 of 7 - Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 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: I II III Face/ Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 11 III Face/ Inset Comments/Location [ ] 2. Joist: FF to,garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 11 111 Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II 111 Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and-Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 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 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 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 / 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 . Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg rope Building Information y: Building Name New Home 1000-106-8-77 Owner's Name Oasis at Mattituck, Corp. Property Address 4500 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's 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 23 Identifier/Other 419-23 rgamzation Information Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com Rating/R-SNET`Information Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's 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_026 Rating Permit Date 04/01/2021 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. � v Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg General°BUI ing;,lnfocmat>lo_n 4 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 f Foundation Wall Infgrmafi>lon f x4 ;M 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 Wall 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 v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder;'Colorado. Page 2 of 13 J v Building Summary Property Organization HERS - Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 ' 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021326 4500 Stanley Rd.P.CC.blg Foundation WaU Lkrary List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab Flooe Information y 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 71 Slab Floor Library list - ` Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulatiori'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 R'm and Band Jo st'-Inf emation . . 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 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 v16.0.4 This information does not constitute any warranty of energy costs or.savings. ©1985-2020 NORESCO,,Boulder, Colorado. Page 3 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021 026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Above Grade Wall 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 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,FG1,4-16 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 Wall 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. ©1985-2020 NORESCO, Boulder; Colorado. Page 4 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021326 4500 Stanley Rd.P.CC.blg Above Grade Wall 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 •, y .. W>Indow I'nformation`_ - 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 AGWall1 East 0.280 0.310 40.00 1.0 11.0 18.0 0.85 0.70 :None None W2 AGWall1 East 0.300 0.310 45.00 1.0 11.0 16.0 0.85 0.70 : None None W3 AGWall1 East 0.280 0.320 16.00. 1.0 1.5 5.5 0.85 0.70 . None None W5 AGWall1 West 0.300 0.310 60.00 5.0 0.5 5.5 0.85 0.70 . None None W7 AGWall1 East 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W8 AGWall1 East 0.280 0.250 6.00 1.0 1.5 3.5 0.85 0.70 None None W9 AGWall1 East 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W10 AGWall1 East 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall1 North 0.280 0.250 9.00 0.5 4.0 5.5 0.85 0.70 None None W12 AGWall1 North 0.300 0.310 15.00 0.5 8.0 13.0 0.85 0.70 None None W14 AGWall1 West 0.300 0.310 60.00 0.3 1.5 6.5 0.85 0.70 None None W16 FndWalll East 0.300 0.300 7.00 1.0 9.5 12.0 0.85 0.70 None None W17 FndWall1 East 0.300 0.300 7.00 1.0 19.5 22.0 0.85 0.70 None None W18 FndWall1 North 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 AGWall 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021 026 4500 Stanley Rd.P.CC.blg Roof lnformat onions r Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1226.00 1349.00 Medium No Sealed 0.035 No No Attic Roof Ltbcary List >F � 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,v16.0.4 This information does not constitute any warranty of.:energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 L Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021326 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.big Mechanical E u� ment 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 P p ro furn,64k,96%JD ."• SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW:.Pr0p,ST;:50g,72% T 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 5497175 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 8K'. Cool JD15.1 SEER3 4., REMIRate= Residential Energy Analysis.and Rating,Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 '. Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021 026 4500 Stanley Rd.P.CC.blg Mechanical Equ>Ipment <:� r System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies rR ,„ 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 j 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. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27., Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021 026 4500 Stanley Rd.P.CC.blg Duct Systems E ti. 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 8:Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy-Analysis:and Rating:Software v16.0:4 This information does not constitute any warranty of.energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Infiltration and Mecharneal Vent�lat�on Whole Dwelling Infiltration I Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH.@ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 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 I I I I 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 10 of 13 } Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021326 4500 Stanley Rd.P.CC.blg . .r Lights and Appliances v 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 v1'6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Mandatory Requirements:= 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. ©1985-2020 NORESCO, Boulder,:Colorado. Page 12 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 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. Acfwe PSolar 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. 01985-2020 NORESCO, Boulder, Colorado. Page 13 of 13 SURVEY SUR OF LOTS 1 3 IN- CL.,LOTS 5-.11.INCL.; .. 13-17 INCI.AND 20,21 AND 21 MAP OF . . . THE FIELDS AT'MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 .. . LOCATED'AT MATTITUCK .' MAP OF SUNSET KNOLLS, SECTION TWO I MAP NO. 5448, FILED 419170 AREA SLIMMARY .': TOWN OF SOUTHOLD FFOLK COUNTY,NEWYORK LOT LOT AREA SUNSET DRIVE .. .(50' WIDE) ._ .. .. .. .. N SOFT 1 56,640: NIF 3 100.312 Pik�a a o°a - Y QW E � fl/F DANIEL v AND BRIS0771 ARJA ( .... o-,`l SS A A qL�i _ SLV.A. WELL SITE 5 38,395 e 'l . O A I I A'/F ) AA'DREV AND I HfCi/ELLE AND I ND'V o I - 6. 41,673 4 m'• MILER RD �, fOf' .. -. 3 - I �1` I CONSTANTINOS STEVEN MACROS N/F !/N -- y I N/F N/F I N/F Z o N/F I I MARIA I ... .. 7 '36,951 'ho I PEGGY CATHERINE AND MI ¢�I LDULQU 'AND MARKELLA MAGRIPLES I SUFFCLK COUNTY �a�''/gt/FFfR THANAS PANDO K➢NSTANTINfDES LDUXAS WATER AUTHORITY PER TSINIDES - ti COVTOV£RDS l - 8 32,744 9, x - - - Nmr 7A•n .y ,ua FHA. .. S23T4' S22'DO'SD"E - - ... - .. - S21'48'40"E ^ EE a°L' ure 674.00 100.03' S22.00'S0"E :.. : 42838' 73Q28' s22•m'D7'£_ __ .:.:9 56,9S9 .. •' A AHDLBRD K fP1 a rs -- _— e _j_ _7 10 47,93311 37,104B25,WIDE EXISTING AND/DRRELOCATED R.OV.q I 21 /� / 13 51,437'4 / / O - OG Rxcrip� ✓ 13 \ .I Q p . 14 50,850 I 16.0o- �1S 49,2OSN/F Il000-tMw-0Ba0-a55010 24• .. N7700N4R60 =.I WSGTX MZ tarot SG06am0 9 RE ENTIONR FETERAND ELAfNE ti PSYLLOS _ �^` 16 37,240y 3t / I +Z�P �/� S20.37 G7'£ P4Q00' -AREA'A' C/%th, (U /%,7 / ,l 17 30,931. / �.�,�.;//! �'—I '' S U B J EC T �� W 20 32,6ss PROPERTY �"° � SCTX NO. 'SGTX HI ,4•,•. 5., jp N.. I .. P Cy N/F ti^^� 1000L a.cv-oamro740W / IDaa-1D6,00-osov p aaaB - 21 41:195 o . RRE ROW LLC un NiF 1 u I.IIi, a I c�'fr o < ' +s cREGG R Kx {o VS '''� I j'� P2 31,876 l «' �T �'L' R�O SGTX fQ 'fit I�l` /r/ (y —— y e cy � law taem aam a6mm 1 1 \�\��/j ti 23 23,931 c �2� N/F 6D• sti`, ? A6 26 q�y ., g6• Noe 24 32,803 TOWN OF SOUTHOLD $ NICKOLAS AND DIAA Y F t'.; _ t6 2 s iy i�x`F ' .f LKR NF LLC +- SGTX HI © EN a 25 34,082 c _ o- KRNELLOS Iq W2O SCTX HI - t000-10a00-aBD0-OBa00 SGTX HI t \ 1 E �a. 1000-10610-06P0-070400 � 1000-tMA0-pgp,-0]A0W `1'-, .Nib 38'JO"V 204.D0' 26 32 OIO PQ .I`3 u I y 7N0-1060�Op-0),q®1/ iv 4 RD • Tam-anOo os6ma �� ,a• / � tt `rc 27 1,367,048 o ��ae II r I K. lava it mTo"QaHIo-ousom I o ROAD 145,800my plD9� I 20'WIDE 1B z �, 2,481,801 .. RELOCATED \. •` O 17 22 O I a "I TOTAL N/F W 14 W'I R.O.V. y A r 24 le Q'H I 56:974 ACRE : SDUN . yin w R J➢SEP.H'M AND SGTX HI SzTM HI - D AVE . UGO R➢VDINGNE I u o a; apvLv - ERIN R IACARI '.10W-106D0-060)-07I.QA7 la]0-IaSaO-OB 7 ' 6O.f0 SGTX HI ' ti 1 s_ \ 7000-!06G7=aROP-072.0.0 IWA106D0-Oaf-a7a0W > .. .. S�JT�9 4 Al;� T� U ..�FNth= 1 50'.Wf➢E VATER MAIN6 LEGEND EASENENT TO ' /SIIFF!]LX COUNTY F2 PATER AUTHORITY a \a! AREA=145,800 SOFT/ S° KE ,�*�h` � N/F Q DECIDUOUS TREE aR, �, LAR➢L IL MAP / ? N 0 DRAINAGE MANHOLE LOCATION < �^' �`•' 'SGTX HI., a © ELECTRIC MANFmLE FIRE HYDRANT (NO SCALE) lO l0SW_0S`.W_06S� 2G Q TELEPHONE M N/F I. W ` NAMES AND C1TLIEEN 'J , O I NHLD.E - EVE STRAUSMAN YINSTON W u ,pu>s O ANN7LaYERY 000-1 Ic0'10-7 O > - CATCH BASIN .. . I m „M SGTX HI SGTX HI I 4 SCTX HI ( ^ I a00-Oa0D-059A00 aA000-aR�O -c ® ROUND DRAIN INLET NOTES (FORMERLY ARTHUR BURNS) b 1 low AV SCTX HI ,' e PATER METER § N IWO-fO6fp-0800-057AIp 1 I00p-IOb.g1-08pY06PLAU VAT£R METER 1. MFASUREMEMSARE IN ACCORDANCE WITH U.S.STANDARDS . V q 1 SG7X.HI �'' .. POINT OF V © .. CABLE FV BOX .. . / BEGINNING -- LOT NUMBERS 2 BEAR/NGSANDDISTANCES AS SHOWN ON THEFIELDSATMATrTTUCK'FILED MARCH 31,2006AT S N o BUFFER AREA THESUFFOLKCOUWYCLERKSOFRr-EASMAPNO.11370. 117 .�v -. - -_ UNDERGROUND EL g•27' _—. ._ VELL GR T 3. ELEVATIONS REFERENCENAVD iBBB. smt ; `� .. ... .. NG�i LD�e N20T8'00"y :..N21 2920V 854.13' f EPHONE ..N23'15'00'N NIS•57g0"y 4/Q85' .. N22.39'00"V 2Da06' N/F- - . DUUCLAS A AND FRANCES M CD17PER UNAV(HOR(2ED ALTERAT/ONOR AODI770NTOASUlTVEY MAP BEARINGALILENSED LAND 4. SURVEYORSSEAL/SAV/OLATK)NOFSEC770N7209,SUBDMSION2,OFTHENEWYORKSTATE —— —— — — EDUCA710NLAW. .. . 5. ONLYCOP/ES FROM THEOR/G/NAL OF THIS SURVEY MARKED WITH AN ORIGINALOFTHELAND SURVEYORS£MBOSSED'OR'/NKED'SEAL.SHALL BECONSOERED TO BE VAUD TRUE COPIES PROPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN _ OECLARATON OF COVENANTS AND RESTRICTIONS IN UBER 11835 ACCORDANCE WITH THEEXIST/NG CODE OFPRACOCEFORIAND SURVEYORSADOPTED BY THE -, ... PACE 354(NOT LISTED)AND USER 12389 PACE 816(NOT NEWYORK STATEASSOCLATION OFPROFESS/ONAL LAND SURVEYORS SAID CERTIFICATIONS LISTED). SHALL RUN ONLYTO THEPERSONFOR WHOM THESIAWIFY IS PREPAREDAND ONH/S BEHALF TO .. DECLARATION AND COVENANT FOR ROAD DEDICATION AND THE TITLE COMPANY,GOVERNMENTALAGENCYAND LENDING/NSTITUI70NUSTEDHEREONAND HOMEOWNERS ASSOCIATION IN USER 12429 PAGE 522(NOT TOTHEASSIGNEESOFTHELEND/NGINSTRUTION.CER7/F/GITIONSARE NOT TRANSFERABLE TO LISTED). ADDRIONAL MSTTWIONSORSUBSEOUENT.OKWERS. . ELECTRIC.AND TELEPHONE EASEMENT IN USER 12520 PAGE.531. '- - -.. .. (AFFECTS STREETS}.• � 7, UNDERGROUND IfTIL?IES SHOWN ON THIS SURVEYAREFROM UTRJTY MARKOVT LOCATED ON ... "' .. ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT APFMOABLE). THE GROUND ANDIOR RECORD PLANS BEFOREANYEXCAVATION IS TO BEGIN,ALL • WATER EASEMENT IN USER 12495 PAGE 137(PLOTTED). UNDERGROUND UTILITIES SHOULD BE VER/FIEDAS TO THEIRLOCATION SIZEAND TYPEBYTHE RESPEC77VE UTILITY COMPANIES .. .. .. q - - 8. R/GHTS-OFWAYNOTSHOWNARENOTCERTIFIED. 9. THESURVEYCLOSESMATHEMATICALLY. - 10. ZONING,USE D/STRICTAC(LOTS'1=26)AND LOT27-PROTECTED. p DATE BY DESCRIPTION APPROV. BY . - .. .. .- . . REVISIONS EVTSIo fss ..th Id 65 Town o ou o t Suffolk County, New York . g .. - - .' S . TITLE SURVEY SUFFOLKCOUNTYRFAL PROPERIYTAXMAPNO. _ - CER77FIED TO: TOWN OF SOUNTYR .. ZENITH PROPERTY GROUP; Property at attituck S OISTR/C COURTLLQ gar eI "THE FIELDS AT MATTITUCK" SECTION 113.00 JOHANNA RICHARD 20/2TRU P` y0 $ BLOCK 001002 GRAPHIC-SCALE BROOMLYN77MSERUC 5e��'S(t<<�9� L. K. MCLEAN ASSOCIATES,. ¢Ef . ��I eOY *^ ` 'm-* CONSULTING ENGINEERS & LAND SURVEYORSANFOlKCWN7YREAL PROPERTY TXMAPNO. Bat08a dr /wY . _ db70o1M9R20. "1 437 SO. COUNTRY ROAD, BROOKHAVEN. NEW YORK TOWN OF SOUTHOLD' Shl No. g DI mdcr 1 �i !� GSDsxB p4 Designed By G.L.B./D.M, Scale: 1"= 100' ee E SECTION 106.00 : (IN FEET) g BLOC( .CaOO... .. .- - I Inc TAMARAL STILLMAN,PLS �/LANDS Dra>,n'BY' T.L.S./DX Date: 10/12/2020 2. .LOTS' 058000-057.00O INCL eAd O5SOOa065O0DINCL � � - SN0.W528 9S � h I00 ft. . BWO67.000.071.0001NCLa0d6f4.0VaW0760OO :.. .. ..2- .. :... . .. .. .. .. .. - - .. .. .. .. .. .. Approvetl BY' T.L:S. FPa N0. 20099.000 SURVEY OF PROPERTY : ON THE . ..... SUBDMSION MAP OF, THE FIELDS AT NIATTITUCK LOT 23 FILED MARCH 31, 2006 AS MAP NO. 1070 170�29.' SITUA A. TE T ® E S 8 ___ 0`32 58 �` s MATTITUCK X.5.5. VV1V TO OF SOUTHO LD . %`scp� .O . SUFFOLK COUNTY;NEW YORK AREA 0F: PARCEL = 33,93,1 t SQ.FT. OR- 0.779t ACRE 'o ` CA 8- NOTES .: 54.9\ � 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. \ X' Co 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTI TUCK'FILED MARCH 31,2006 AT \� RI THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVD1988. �\ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND \ \r % 2,4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION OF THE NEW YORK STATE +\ \ EDUCATIONLAW. 3 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND \ • SURVEYOR'S EMBOSSED'OR:INKED•SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. O 54 X l ` —VACANT— 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN = - \% .y ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE % NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS \ N SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE,COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO z y ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ _ '' 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 0\ \ THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE \T d RESPECTIVE UTILITY COMPANIES. �o o O_ 8. RIGHTS-OF-WAY NOT'SHOWNARE NOT CERTIFIED. \, Y.9. THE SURVEY 537 I � L 9� 1�w \ ��. to \ , d \nG /: LEGEND X ,/ �,of NE;y \ Y Q ••••.....•.... ELECTRIC MANHOLE 53.3 "� `\\ \ " Q VIP 0 .............. CABLE TV BOX .. 24.: �p : 1 .............. LOT NUMBERS �\ N . �♦� .............. BUFFER:AREA \ \ . _. ` 36 —T—•....••••••.•• UNDERGROUND TELEPHONE ..............WATER VALVE ®" ..........WATER METER- .. \ .. /_ `� 050528 —E—••• .••.•••.•.UNDERGROUND ELECTRIC < \ `\ V ! 4A � DATE HY DESCRIPTION APPROV. BY —W—••••••••••••••UNDERGROUND WATER \ ♦ c_. REVISIONS X 522 , ■ ••••••••••• •-•CONCRETE MONUMENT ` \ " CERTIFIED TO.. Town of Southold 1.JOHANNA RICHARD 201PTRUST Suffolk Count New York X53.0 \ 2.FIRST INTERNATIONAL TITLE AGENCY Stanley Road \ \ Mattituck, New York' SUFFOLK COUNTY REAL PROPERTY TAX MAP \ `�� l hereby certify that this map was made from an actual survey Survey of; Property DISTRICT 1000 �� completed by me on 0511312009 and updated 1112512020, L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 437 SO. COUNTRY ROAD,I HROOKHAVEN, NEW YORK LOT 077.000 TAMARA L. STILLMAN,P.L.S. S.—Yid By. c KG/JL Sh ret No. NYSPLS No. 50528 Drum Bp GLB Date: 1210912020 Il PA20099.000 Flelds 8 Mattituck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 23.dwg 6/29/2011.4117 PM Tamara Stillman ppprored By, TLS I File No. 20099.000 i SUFFOLK.COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT_ FOR-APPROVAL OF CONSTRUCTION FOR A j SINGLE FAMILY RESIDENCE ONLY IffiQPQ$EQ.' 2.STORY RESIDENCE 4 BEDROOM ZONING(ESIDENRAL) - rR_ - H.S. EF NO. 21-0049. DAT E 2/8i2021 1000-106-08-077 APPROVED ism AREA: 0.779 ACRE FOR MAXIMUM 4. BEDROOMS ... IGENERAL NOTES:.. EXPIRES THREE YEARS FROM.DATE OF APPROVAL � KNOW AT - - It. THERE ARE NO,KNO WELLS(DEEP OR SKULOW)WITHIN 150'OF PROPOSED SANITARY \ p I STRUCTURES. 2. -THERE ARE NO MOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. 3. THERE is. r 71 -(� } 5y`•/' `�s8�. - 1 WATER MAIN AVAILABIE ON STANLEY ROAD. 4. ROPOSEDASANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS: . - _ I1. MFASUREYEBS.ARE IN ACCORDANCE WITH U.S.STANDARDS. EXCAVATION INSPECTION REQUIRED I 2. BFAPoNCS SHOWN ARE IN NEW PORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE '{ TOPOGRRANPHIGLSUSURVEYY O HERE BTAI ED F OY 20 4O tUSGS CMGP MAI:POST SANDY FROM THE . FOR SANITARY SYSTEM / PROP.U.C. - \L� NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION I ` 5, PROPERTY SURVEY PERFORMED ILK.NaLEAN ASSOCIATES, T .P. ON s-,a-loos UPDATEDED SERVICE BY HEALTH DEPARTMENT sEny CE cE �° , ON 11-25-20 S . ICES � 1L 11 Y a�a _;_ i/FE s• � PRDPosD BwuNc PROPOSED ASPHALT DRIVEWAY -.I�Hryy Lp 1 )oo N""N S I PROPERTY LINE p O8' TT 7 W J �- PROPOSED CONTOUR > .p To N.E4N, AN 2 STY 4 BEDROOM V —,t.o—Ewsmo CONTOUR t, 1 70 N. W/ UNFINISE N ; (9) PROPOSED SEPTIC TANX BASEMENT ED PROPOSED SANITARY LELCNONO POOL EX n' F.F.v56.30 rn WATER �i4) PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL q m 1_ YETEA C \- f latntuck Ha, In I I te PROPOSED sut PIPE 45mINGROUND g% PROPOSED 5'ADS ROOF DRAINAGE PIPE PROP.U_.G. -7 POOL Iro_ _ } W ,GNAM SERVICEARAGE m ; PROPOSED PROPOSEDWATER SERVICE DIURE(SOLID COVER) y4� 1 - .F.� _ I ' S4.5 , PROPOSED U.G.ElECDOC SERVICE TEST HOLE LOCATION UNDCROROUND WATER j ! r PROP. •- DL UNDERGROUND TELEPHONE ..R TRENCH r PROJECT (� / DRAW l _ _ 'h� - € LOCATION Rvi i / l � .� DEPTH EXISTINGL0 GRADE 0.0';ti?•};;.} •:52' BROWN SILTY SAND F' 495' .. 1 LOCATION MAP � 2 cv BROWN CLAYEY SAND 160,00' 12 40' . ' ' S 65 25 36 W SIGNATURE F Nlr L:OAY rN�T` il ro a�><vcLaocD ` J� PU817C HATER PALE TO BROWN i1HE SAND ;' 10 34' I SITE PLAN TEST HOLE BY MCDONAL.D GEOSCIENCE t -I DECEMBER 23. 2020 SCALE- 1'_ 40' (NO WATER ENCOUNTERED) HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' TEST HOLE #3 N.T.S. DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD =- SUFFOLK COUNTY NY ' THE FIELDS AT MATTITUCK LOT 23 PROPOSED SANITARY t J A. PLAN L..K. McLEAN ASSOCIATES, P.C. E'016UL m oma" Im!GRIN mu Iff m.m1.00mvm Nn YDIT><11719 - a Ei6Q!<91 Ya O t].ASa[O B.D•I.t<f t}I '.f.� ! Sh.9 No. An,a 1a.c4 uO.o A,m..a,x ausA4 c;, DuVad W. MF/CFD sear« AS NOTED - uD�aa,Mi. Imo ura\n r atte�>Ktm®aa» !J. �� Mt-• A~'- Orarn By. MF -oats: DEC. 2020 SA l t....e�v.n..mtmn Oe+mv r a e Yo m Y Approved'eN. RAS FG4 No. 20099.000 I i i F.F.ELEV.-56.50' STOPPER OR END PLUG - - IV:15'OUA2ITE ENCLOSURE WITH COVER _ LOCKING,CASTING TO GRADE - - GRADE INIANOSWE AREA FINISHED (EL 54.25) I ELEV.- GR11DE 1I1 CONCRETE COVER . .. 20' 1'IN. 2TX 111 } GRADE I 4 .. .. CONCRETE CHiL/NEY I 0. SOR 35 4'0t'A I. . NON.PVC SOR 35M IF"ICIA, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT(IN) .:. T___ _ g. ____ MIN. 1 g.RE PITCHED .. ELEV.'49.95' r t BAFFLE TtM INVERT(IN) 25'}• lye .. L CAST IRON PIPE SItALL ELEV.48AS' EXTEND THROUGH - 8' INVERT(OUT)•!�• FOUNDATION WALL A MIN. ELEV.48.45' OF 2'. INVERT(IN) •ecR:"�aYi .. :-"� ---' (EFF.IERTH) - 6'SDR 35 ELEV. 47.45' f ;i" ' PVC DROP TEE 1 S4 YIN. I PLAN 111f TNL r-F _ D-RNG CAM 8'0 1,250 GALLON SEPTIC TANK W/DOME �� MAX 1. MUM42 CO*106 To ASTM AQ W=3W OR 12• 0• 1 359 SPEaICATI@6 7. LOAD RAIM FUR AAMITO t HS 20-44 NCIIKAY La2m 1 {PALE NO 094H AS MMAFACAIRM 9T UM MAw1 ''11^^�� NQC41l at AN1a1VLD LDM/. 1 OTES 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 20 DAYS. J I 214"0 WATER TIGHT HEAVY DUTY FRAME & COVER 11 I 3.0' I N T e 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT. INSECT-PROOF AND I (Mw.)-----i LOCKABLE. CDtLAR 3.0' 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT 'COLLAR EXCEED TWO FEET IN HEIGHT.'(IYP.) I 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I IIso - stawot a uo nllo a, ��,��1arTI EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE I /-�a-=CA So>�mov>:ma CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL - AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV. 35.78' - - 6• N:PENtlR1110N 5.BACKFlLL MATERIAL MUST BE COMPACTED WITH A MECHANICAL I - � �I IILIOMI A VIRdN sBUTA. COMPACTOR AT 6' LIFTS. _ i. OF SAND k GRAVEL -. 6.CCNTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY } a c_ DISTURBED AREAS. I' atr mA'6 m nt BACIOTLL MATERIAL r Lk A n.a. 7.AU. UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH GRACLEAN SAND AND CLEAN FILL MIN. OF 3• AROUND AND.BELOW 7HE SANITARY s MIN. HIGHEST III n STRUCTURE. ... EXPECTED 4Tu7n a wT t TYPICAL;LEACHING POOL o. Tta. HIGHEST EXPECTED WATER E N.-0.50' II TYPICAL CLfANOUT DETAIL U LOT 23 SANITARY PROFILE _ .. N.T.S. II L 0117E BY DESCRIPTION APPROV. BY REVISIONS ' TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK oil rr, LOT 23 SANITARY DETAILS . - y`paAPT A Sjf O� L. K. McLEAN ASSOCIATES, P.C. a tX1Laalm EtLaO mm UT swum tXXNTiT AA:MMQVLR.In YM I IT19 M 6imul Ia v tK-cRT v v v woe Sh-' N0. I An twa•taro AeoRe a as ttr.m T l c,• Datyrw4 B1c MF/CFD .s-w. AS NOTED.. . MEOW aV r'r> b7 3y7 �•. a .'"`om-rm�m""a'��. 1,V 1>OvLoc^•;•�'�.' O'n Bi: MF Date: . DEC.2020 t���.l®aoTK.�aR� I SA2 0 "AO �as m ' /I App ove0 I RAS Ear xo. 20099.000 M t�►���I` SITE PLAN DATA: � nL�►t, ZENITH PROPERTY GROUP LLC r h� 4500 STANLEY RD., MATTITUCK NY 11952 ^y6" 1000-106.00-08.00-077.000 I ' - SITE AREA: 33,931 SF /0.779 ACRES LIMITS OF GRADING: 34,500 SF /0,792 ACRES NO WELLS LOCATED WITHIN 100cc V,, O Cb S "a ON wm Mattsturk Hills I su rnCao y 45 PTl , �I �"� I O / \ :yTfr.'�` .t2•xS+ti.•!. d�kY�,r�',' !1±�`�7`iteK=!"u' q xl'd'S"... .•�ha.'M.atil`��'..+• A• ti.•4,4' t�yi,a�2j-!'i' 'r.{�' �i� � ' •.,,:�`+, �/ta �,�;-� �� ;:�,�ti��y.yy} fi.,sue-4.k O s�I VO�d 1.A. •+J'�`f_J!�"i, '},• ry"tw:S.• t �., R ��I, _ A� SOP f� Q GFt -,ss '�'•f,`Ca � m � ti O tti�yty��} wti r ..tvK C.� '(Fja�t a 7y,.^1yI' 73►/ :�:� i • d`�rt; iy4,�y� N � / <,� .d F •ram,t'4;:r -ram°C:a, �`4'•• .:.g's��Q.y-ye„v',+,`�4`�rr+,3,;. S < F!� < / ; •. : '$ �c•�.tT3 •t r tt. �r4 PROJECT » -FOUPW" LOCATION t M / OF CM"C=3/4-OrCK EIFlQ M NY. PLAN VIEW \ J I SOIL STOC I a vx� ' KPILE I AREA 500 SF Doc R O A D —MMMM aF \ / 1� / \ , " a/e srOW WM OR N.Y.MM D&T.APPWJM a c A. / b FE 1 i OLT 100 CM m Tow 0*0 ADM omm ONX MR°MOVE LOCATION MAP .CROSS SECTION SCALE: 'I~= 'I,000' � Ui' ` y �y- �, TEMPORARY CONSTRUCTION ENTRANCE b LP \ � 8 THICK REINFORCED" I ` Z S N CONCRETE COVER ' TYa 4 SEDR00 -`"S •• CONCRETE SLAB BELOW GRADE PROPOSED m RESIDENCE —4 a SURFACE AS PER SITE PLAN f ti+ CONSTRUCTIONS W/ UNFINISHED oc E X ,r f f �v,fw V fv � ENTRANCE w--...,,,• x EASEMENT `` c °' w r< r' �► I =-F.F. c 56,50 N PROPOSED TRENCH » / 20 y ` r S RECAST CONCRETE PERSPECTIVE VIEW Un DRAIN W/ 6 ADS � x40r �.D -°; � CHIMNEY DRAINAGE PIPE TO INGROU �'• M M .. ti DRYWELL I --i P06L�D �� III 1313� 336"CE MINIMUM 2 x 2 co _ �, GAR ApE •. o II=IIII 4 w- w u Ca CII CB® W 1 OVEN WIRE FENCE �.. •+4,50 IIII(.= I t CA L9 8" ADS DRAINAGE PIPE 6" ADS DRAINAGE PIPE FOR ( / 10 PROPOSED I r 4M ✓ ' - '" W Q TRENCH DRAIN ONLY. FILTER CLOTH , SILT FENCE/ AT --I ENTRANCE /POOLS QQ( C C EMBED FILTER CLOTH I 0 Cu _ MIN. 8' INTO GROUND Q / S� / ,�' n ©CB CD DW2' / v W '�\ �I i J 1(}(} Q® I MAXIMUM DRAINAGE AREA /-' � ' V // 5A // �(/�• y� 1/2 ACRE / 100 LINEAR FEEIr um (IIII Q> I i / �� _ CLEAN SAND & SECTION DETAIL GRAVEL FILL. I j Q�fv� GROUND ' ,. / // + �p,i � AT ER -- SILT FENCE DETAILS ND w w w,--w PROP. SILT' FENCE / / ( �,`��4'�P� 2'-0" Mi . B'-°" Diameter 2'-0• Mi GRAVELCLM FILL. AS DETAILED (TYP.) r3 tic, r �� g 2" HEAVY DUTY BAR GRATE, HOT " 53 �2 ��� Q TYPICAL SECTION ®LEACHING POOL (DW� DIPPED GALVANIZED, 1.5• O.C. f \ ,51 /�O C7� S ANGLE FRAME HOLE DUi ° ' IL- O 10' HOLE 4' j / 5� ROOF LEADER ENO Ik° TRANSITION O E O -�'-2j' PIN g • ; n \ CAST IRON CLEANOUT 'T" -1 °• N \ -� I 160,00 BRANCH WITH BRASS OR A A • 0 / I m �S 65*25'36~ w \ N/F 1 BRONZE THREADED PLUG "•::•a.' J f SIGNATURE FIVE LOAN TRUST 1 \ TO BE DEVELOPED 0 SAND BAG ARI END VI LIMIT OF GRADING EW �^ PUBLIG WATER 4" CAST IRON PIPE 1?C MIN. PffCH" GRADE O o IMPERMEABLE _0_SHEEnNG .E'er A A .-3. f - A--A 1. CONCRETE DESIGN STRENGTH _ r 1:1 OR FLATTER PER ASTM C31, 4,000 PS AT 28 DAYS v M S(,1 E PLAN » 8■ �S O 0 O SIDE SLQPE 4� 2. REBAR ASTM A-615 GRADE 60 1 1 3. WELDED WIRE FABRIC ASTM A-185 f �5 -0 SLOPE 0 1% •.;�" 4. TRENCH DESIGNED SCALE: "= 20� a FOR AASHTO H-20 LOADING m ROOF LEADER DOWNFALL DETAIL CONCRETE WASHOUT DETAIL t' •:.- . • :.•' .•.: .� -•' . � I o 20 as T.S. Feet N.T.S. p� 4' SOLID BLOCK z OMIT END WALL FOR INSIDE SECTION LEGEND: ION A-A DEPTH EXISTING PROPOSED BUILDING GRADE TYPICAL TRENCH DRAIN 0.0' ••:.:•.•:.•:: 52' BROWN SILTY SAND •��••���•�. DETAIL v PROPOSED ASPHALT DRIVEWAY 2'5 49.5' N.T.S. L "TORMWATER DRAINAGE NOTES: --- PROPERTY LINE CALCULATIONS: 1. THE FOLLOMNG TEMPORARY CONTROL MEASURES SFWl BE CONSIDERED -�- PROPOSED CONTOUR - AS A MINIMUM' JIEOUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES BROWN CLAYEY SAND —11.0 —EXISTING CONTOUR (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHAD. COMPLY WITH ALL ADDITIONAL MEASURES DATE BY DESCRIPTION APPROV. BY DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE MPERVIOUS (ASPHALT) - 2,100 SF COURSE OF THE CONSTRUCTION. 0 PROPOSED SEPTIC TANK C-(1,400 X 1)- 1,400 REVISIONS 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SWiIJ. BE , , 1,400 X_2;/12" (RAINFAtl)- 233.33 CF PAVEMENT PRIOR TO ACCORDANCE WITH ANY SOIL N MILLING OF ASPHALT 2 44 TOWN 0 I• S 0 U T H 0 L D PROPOSED SANITARY LEACHING POOL PAVDAENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS U MPERVIOUS (ROOF) - 2,020 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE �-� C-(2,020 X 1 - 2,020 CONTRACTOR SHALL ON ALL SEDIMENT CONTROLS AND REMOVE S U F FO LK COUNTY NY PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL r " )" COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE +, �..020__X_2/12 NFAL )a 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN 6 ' —s PROPOSED SANITARY PIPE OFE-SITE LOCATION AS DIRECTED BY THE ENGINEER. PROPOSED DRAINAGE CALCULATIONS: PALE TO BROWN FINE SAND THE FIELDS AT M ATT I T U C K C3 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL E —D PROPOSED B" ADS ROOF DRAINAGE PIPE &SPHAiT DRIVEWAY (DW3) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED D'O D CF REQUIRED BY THE ENGINEER. LOT 2 3 S T O R M W A T E R O @ �'� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) ,� CF 233.33 CFf4225 CF/VF- 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION Cn PROVIDE: (1)BA LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE { —*--- PROPOSED WATER SERVICES (DWI do DW2) 184, OF P j�/�-�� 533.33 CF REQUIRED �� .� MANAGEMENT SITE PLAN —e PROPOSED U.G. ELECTRIC SERVICE R� ` ST `�- 6:1ts DRYWEL- 33B,67 CF/42.25 CF/VF- 7.97 VF � ��, �/ O -a— PROPOSED SILT FENCE PROVIDE: (2)Bsa LEACHING STRUCTURES 03` DEPTjt TEST HOLE BY MCDONALD GEOSCIENCE DECEMBER 23, 2020 * ' `� L. K. McLEAN ASSOCIATES P.C. N O TEST HOLE LOCATION (NO WATER ENCOUNTERED) 4--• \'! Q CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 —W— EX. UNDERGROUND WATER HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50' THE MrAnON LAIN of THE VNM of New YDRt Pnalerrs � ¢ ��- Sheet No. 9 y MF/CFD Scale: AS NOTED O O —T— EX. UNDERGROUND TELEPHONE A R 7 97 �� , Designed B TEST HOLE u N ,>� HI31SN°�A"�" L L O tDiGINm4,wHEr�s+1CH ALTERATODlIS ARE xADE,THE o,. / N.T.S. DRAWING AND/aR IN THE>�EaFx rP N (NYa En. LAN a N DE m0 /4evlU N�OF nfE AALIM A ON THE fSS10�Qy' Drawn By: Dote: FEBRUARY 2021 S W n +�-2). Approved Ely: RAS File No. 20099.000 q TONN COMMENTS z IITHE AURORA ' ' � U RETAIN STORM WATER R NOFF PURSUANT TO CHAPTER 236 A PROVED AS NOTED OF THE TOWN CODE. o DATE: B.P.# L5VII A allAL I TN' NE N BIOME; MODEL �3`I' FEE: ,DID P Cj LL OASIS AT MATTITUCKCORP. NOTI BUT T ��A,'' NEW AT i CORP W YORK STATE &COMPLY WITH L TOWN OF 765-18Q AM 8 AM TO � ?";� FOR THE FOLLOv%TNG INSPECTI;;NS: AS REQUIRED AND CCNDITI 1. FOUNDATION - TV,"-' REQUIRED Q-JTu T, ANZEA z FOR OURED CONCRETE rr., ] (y 2. ROU H - FRAMING & FLUMBING l L- , y — 3. INSULATION T ' V� Ilk- 4. FINAL - CONSTRI!'_ MUST BE C MPLETE F ). N. ALL CO STRUCT ':;N SHALL MEET THE _ REQUIREMENTS OF THE CODES OF NEW YORK S ATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFI PATIO - ON LEAD CONTENT BEFO E OCCU FANCY OR CERTIFICATE OFOC3UPX' 1 USE IS UNLAWFUL SOLDER USED IN "JVATE --- - WITHO T CERTIFICATE SUPPLY SYSTEM ANN � EXCEED 2110 OF 1 /o LEA O OF OC13UPANCY - - - - - - - - — LUMBING ELEC`fRICAL ALL PLUMBING WASTE & ATER LINES NEED WISPECTIO N R �� `� 0 Ts✓9TI G BEFORE COVERING _ o TRtIss PLA sAROI�s�'�'' 0 1�" DO NOT PROCEED 1JITH FRAMIING UNTIL SU IVEY OF FOUNDATION LO ATION HAS BEEN APPROVED. Must provide Manuals D, I and S as per - - - - - - - - - - - - - FINISHED SECOND FLOOR N ne gy Code - - - - - - - - - - - - - - - - - _ - - - - - - Y E r All xterior lighting Blower door ins lied,replaced or and ductwork LU testing required — } reps red shall conform q 0 o Chapter 172 v � O N of the Town o e � W m z 0 V � wz El ® � ® ® ® ® o z z dz� � Za m -1IT k IU W i1:10 El ■ FLOOR AREA TABLE � � }- o�- z JU z W P, 4, Q-1a - - - - - — _ - - - - - - FINISHED FIRST FLOOR FIRST SECOND FLOOR 1,202 sf 0. to O AC �II�II GARAGE 552 sf Ofy < } to ® � ® � ■ ® 77- . 1 N BASEMENT 1,226 sf �/ O r� Q 4 ' FINISHED GR4DE PORCH 241 sf zz La La 4 ( I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,411 sf I I I I I I I I I I CONDITIONED FLOOR AREA 5A45 sf Z I I I I I I I I I I I (I NGLUDE5 BASEMENT) - I I I I I I I I I I I I I I - -1_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � INFILTRATION VOLUME 3'7,200cf ---� (IN0LUDE5 ATTIC. 4 BASEMENT) I I I I I I I I I I I I I I I — ■ ■— Ll— � — � ■ — Ll- I �1— (� — �l� — :' Gar"�v�i.r.,� INDEX TO DRAV41 NOS �E� — - - - - - - - - - - - - - - - - - - - - =J - - - - - -- - - - - - - - - -�_� - - ��—� — — — — — — —— — — — — - - -- DRAWINe No. , f ° COVER t ELEVATIONS A-I FOUNDATION PLAN A-2 '�� FIRST FLOOR PLAN A-35 ONT E:LE:� T I ON 2nd FLOOR PLAN A-4 WALL BRACIN5 8 ROOF PLAN A-5; •zi; ,, m. � SCALE: i/4 = I ft SECTIONS 4 DETAILS A-6> DE.IVERED FEB 2 7 2021 NOTES A-7 TJI-DETAILS A-g, 00 d) tL (� r 00 � oz m 0o O %Z v < IL z t_r O o F= d- _l 5.25 n, 0 < ° z W _ FE] ❑ ■ ❑ -LLJ �-12 - Q Q z —1 OL 5.25 El El < < OL -------- ----r�-- - --------------- ---- --------- - ----------- ------- ---------------------------- --------------- ---------------------- ---- ------ ------------ ---- - ---------- — --------- -------------- 5� � 0 W V_ � o o LLm N O Al DATE: FEBRUARY 2021 COVER 4 SIDE: ELEVATION REAR ELEVATION SIDE ELEVATION ION ELEVATIONS 50ALE: 1/5" = I ft SCALE: 1/8" = I ft SCALE: Va" = I ft DRAWING NUMBER JL__ A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE Q 24'-4' [Rg05.2.6] � O No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11 V 14'-S I/4" 'V-5 I/2" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i SELF-ADHERING POLYMER-MODIFIED N f 2x8 (UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER [Rc105.1.21 ZO - - - 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V I/2"� x 4" &ALV. LAG 5GREW5 AT 16" O.G. 5TAG&ERED [R507.q] P.G. � 36 IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES 4'-6" - - - 4'-b" I/2" STRUCTURAL PANEL SHEATHING [R&03.2] 10 __ I BASEMENT ENTRANCE STAIRS R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION (� L (2)-2x10 P.T. 6DR� 8 REINFORCED CONCRETE RETAINING WALL L #4 REBAR AT 12" ON-GENTER EACH WAY Uj � STANDARDHOOK AND LAP INTO 16" x 8" P.G. � v 1- tll m DECK lL FOOTING. 2" MIN REBAR GOVER 50LID WOOD BLOGKIN6 O N ABOVE p � z - O m N4 O - - - - - --- - - - - - - - - - - - -- - - - - - - - - - - - - - - -_- _ - - - - _ - _ GEILINOJ015T Q T a - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - S� - - _ -1 p c�+ 3 2 SL I I I 12'-8" DRIP EDGE [Rg05.2.8.5] (V l l Ix5 WOOD FASCIA GYPSUM WALLBOARD ! i - SOFFIT VENT r 11" T - (6 R - DOUBLE 2x TOP PLATE III VINYL SIDING. ATTACH THROUGH RIGID - - - - - - - - - - - - - c0 MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.21 ! + INSULATION TO WOOD FRAMING PER - . _ . . . - - MANUFAGTURER15 INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE 4 RESCUE OPENING _ _ _ I AREAS AND TO RE515T A MINIMUM 25 p5f - SUCTION LOAD (EXPOSURE B) OR 40 p5f GAS WATER HEATER [R310] GONG PLAT t*} OA. O. SMITH ° 1 1 AND STEPS _ I (EXPOSURE 6). HW &PVT 50 200 r - CAPACITY = 50 gal BASEMENT 3068 1 I <- DN to RISERS Q Z �t 4" P.G. SLAB I DRYWELL `r O I I Q L O I 4_5 I i � I PLASTIC HOUSEWRAP INSTALLED OVER FOAM _ _ _ _ _ - I INSULATION. INSTALL AND TAPE ALL SEAMS PER L - N NOTE: - MANUFAGTURER'5 IN5TRUGTION5 [R-103.2] HOLDDONNS ARE 3-1/2"(P 5TL COLUMN I I R-15 UNFACED FIBERGLASS BATT INSULATION NOT REQUIRED FOR 6"AO"W2" TOP PLATE I I 23'-& I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) O q011 8,"xb"xl/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USINGTHIS PROJECT. ON 2'-6"x2'-b"x12" DEEP P.G. FT6. GAP-HEAD NAILS WITH A MINIMUM 3/4" I (3)4'15 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY 1 I I I R-13 2" CLOSED-GELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) (TYPICAL-4) I I I I (ALSO AT RIM JOIST IN SECOND I6 O.G. FIELD. I I I FLOOR PLATFORM - NOT I SHOWN) I/2" STRUCTURAL PANEL SHEATHING F - -I r F - - T-2„ -/,-2" 1,_2" I I I I _ - I -_ _- ._-__ -- -- -- -- I I I Q 3/4" STRUCTURAL PANEL SUBFLOOR -' cv 2x SOLE PLATE I � I - ---- I ----- I I --- - I I I I m Q O ° - -J L - J L - - -I BEAM POCKET 2x BAND JOIST m I I N 1 1 I (TYP-2) I I I I 2x6 PRESERVATIVE TREATED SILL [UC2] IL -I I I I FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (3)-2AO FL HDR (3)-2xI0 FL HDR J UNEXGA\/ATED EXTEND SIDING TO WITHIN 12" OF FINAL 5TL COLUMN I ® 6 N GRADE FOR HISTORIC DISTRICTS I I I I WOOD SILL PLATE TO FOUNDATION ANGHORA6E _4,I 6 4.5"AO"xl/2" TOP PLATE _ ° 1 I I I [R403.Ib] �- ° 8 x8 xl/2" BASE PLATE MINIMUMX.11 dla. ANCHOR BOLTS SPACED NOT ON 2'-O"x2'-O"xl0" I -- I - I I- I 1 1 1 6REATER THAN 6 FEET ON-CENTER EMBEDDED 11.4�I DEEP P.G. FT6. I (2)-2x10 I m I u- Q I I I I NOT LE55 THAN-7" INTO CONCRETE OR GROUTED FINISH 6RADE < W I FL HDR I W I I I CELLS OF CONCRETE MA50NRY UNITS. THE Z 3-1/2"(P 5TL COLUMN O W I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD ID 4.5"x1"x1/2" TOP PLATE x O I I I I OF THE WIDTH OF THE PLATE. A NUT AND CHOR (1 O I 1 8"x8"xl/2 BASE PLATE N I I I Q I I I BOLwASHET THERE SHALL 9HA BE NOT FEWER T AE TIOHTENED ON EACH NN TWO z l� Uri F- 13 ON 2 O x2 O xl0 I W U) 3024 5L I I I DEEP P.G. FT6. 2a6� I 1 STUD TO SILL PLATE UPLIFT I I BOLT5 PER PLATE SECTION WITH ONE BOLT w STRAP UNDER POST TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LE55 z_ I- pp J-I-1 tJ w z BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (359 FROM EACH z d5 W Z DECK LATERAL CONNECTION [R507A.2] 1 1 END OF THE PLATE SECTION. WALLS 24 INCHES = V)i O } Z Z Q 13-4 I I I o� Lu U- - - -.1T 0 -1w 51MP50N DTT2 I I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT af N z -z - Z w INSTALL IAW MANUFAGTURER'5 SPECIFICATIONS I _ _ _ I I I 1 FEWER THAN ONE ANCHOR BOLT LOCATED IN THE a a 1L� ,,II tt Q Z_ pi b N Di J-1-1 Z ' (TYPICAL-6) -- - - - 8' P.G. FOUNDATION STEMWALL UPON 1 I CENTER THIRD OF THE PLATE SECTION AND W Q )- �J I6" x &" DEEP CONTINUOUS P.G. FOOTING I SHALL BE ATTACHED TO ADJACENT WALL Q►u V m W r- Z I _ - I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q N V v< d LH > -W d� ® W - - - - O -1 - L - - - AT DOOR OPENINGS- AT DOOR OPENIN05 TABLE RbO2.50). Q to •D- • . _�J 0-- W_ _► 12� O - - - - - -I I tt_ V �0. Q - Alit iv I p +'W DECK -- R-I I BASEMENT WALL BLANKET INSULATION ° N _O} t>_ �> `9 Q _ (2)-2x10 FLUSH ABOVE - - - - (2)-2x10 FLUSH - - - � U - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � QNt%O uQLQ OIX ��Q ° TL - - - - - - - - -� ° I- - - - - - - - - -� �m o � O> Nz dQ cV I I LZ I I P.G. FOUNDATION WALL m�m fA Q tL a•� Q 0 - - - CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z i- fY W (� - - - - - - - - Q - - - - - - - - - - - - BAR WITHIN12INCHESOFTHETOPOFWALLSTORY -� dJ „ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL W W N 2'-1" q'-2 2'-q' t� 8 O" 2-q q 2 2 q 2 8 8 4 I'-b 8 4 3-4' � - - STORY [TABLE R404.1.20)] EXPANSION JOINT r dJ A 'yam cv 2x8 [UG35] P.T. LEDGER 1/2",P x 4" &ALV. LA6 SCREWS AT 16" N O.G. STAGGERED [R50-7.q] 4" P.G. FLOOR SLAB (2)-2XIO GDR -- -- -+ + -- -- (2)-2xIO GDR - J L - mow) L - J - J - -- - - J POURED CONCRETE FOOTING e•' •r• '• , r ON UNDISTURBED 501L [R403.1] •....• t` *"a•j C y n.� "'•' 6 MIL POLYETHYLENE FILM °}�„<`) CONTINUOUS UNDER 5TEMWALL rr• j e.%'�t i c >�1!" � P.G. FTC, J2- 1 e •'• / `.A, . y/,1. LL SEOTI Oil �_.. �. 8'-O" (T-I 3/4" 6'-6 3/Ib" 7'-O" 24'-b" 50ALE: NTS 4" D�_IVERED FEB 2 7 2021 4"x4" [UG415] PRESERVATIVE TREATED P05T WITH 6ALV. METAL POST 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 MAXIMUM SUPPORTED LOAD AT 7' DE516N DEPTH = 18k IN PRESUMPTIVE 2k BEARING, SOIL (TYP-q) TKO O A-b (ENGINEERED DE516N) O QN r FOUNr7)ATION PLAN o v 5GALE: 1/4" = I ft n� o IL -� < ° z STRUCTURAL DESIGN NOTE tu w Lu_ Z WINDOW AND DOOR 50HEDULE Q 0- In accordance with the 2020 RGNYS; structural No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and 0- __l WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and 4 d OL girders that: � 0 N A UNITED WINDOW 3900 3050V^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE p ,n B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V-A V/ C LNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and W -1!L D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained In the prescriptive design O w E UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 ROW SL F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE �O 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 H m H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2015 supplement. O I THERMA-?RU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7't 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, And MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASGE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 2 A m A-6 � NOTES INDEXED TO THE 2020 ENERGY GON5ERYATION GONSTRUGTION -P-10 112" IO'-6 1/2" 12'-7" O CODE OF NEW YORK STATE v R1015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGCGNY5. Both REScheck(U.S. Department of Energy) and REM/Rate (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL TO GORE Z software was utflltzed to demonstrate compliance. All FOR FUTURE 50L R ELECTRIC, INSTALLATION [T103.q] mandatory provisions of the 2020 ECCGNY5 - Residential WOOD STEPS mac'.,•J V ATTIC PATH AY FOR SOLAR ELECTRIC [TI03.8] Provisions are in force. � INSTALL 2"0 VERTICAL SCHEDULE &0 PVC, CONDUIT O ' R105.2.2 WRITTEN STATEMENT, To the best of my knowledge, 8+_O+ - WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 It l belief and professional Judgement,these plans comply with the - ABOVE OR G P5 AT EACH TERMINUS [E38>02.3.21. a GLOSED-CELL SPF J 1 - Energy Code. Furthermore,as a RE5NET certlfled rater (IA. tu No. 26143cM), I certify that these plans comply with the Home Q Energy Rating stem (HERS) program. A signed certification O O 4 i 9y 9 P 9r gr' E N 0 O O O ° a --------- of compliance with the HERS program (HERO will be submitted Lu H Q PIG RE Z - i) of the constructed building to demonstrate complione. ks)Q-J IU r - -= �' z (3)-3°5° 6°68 = I I N ` GYPSUM BOARD _ z� -- __-- ___1 - --L----__ -- O r ir: R301.1 CLIMATE ZONE: 4A Suffolk,NY Q uk-- (2)-1.75xll.25 LVL HDR (2)-1.75x11.25 LVL HDR -- -- -- ----1 ® L_-_--- (V P, /I CONTINUOUS BEAD OF w CD�0 (ENGINEERED DE51C-�N) (ENGINEERED DESIGN) j N I DW j I Q SEALANT R4012 COMPLIANCE: This project compiles with 2) Section R405 y Q = L - ------- I (a (V - Simulated Performance Alternative,and the provisions of v 1 J 9 I +�- GYP5UM BOARD Sections R401 through R404 labeled "Mandatory." Q Q i j 12'-8" pa LL N EXTERIOR - I I Mandatory requirements: u�z 1- AIR INTAKE Mandatory q -O �' _ KITCHEN ; 36" GUARD [R312.1] R401.3 CERTIFICATE: Builder to post per Code. u z p [RI006] m I __ (' O CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 23'-4" I __ --------------------- -------- a m I r - - -- - - - -- - -] O l� SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. 3 " H ND I [R 11.7 8] R402.4.2 FIREPLACES: Factory built with UL ITT doors. p z r -- -----------� R402.4.3 FENESTRATION. See window/door schedule - �- I I O r CONTINUOUS MINIMAL N FAMILY ROOM BREAKFAST o I= i Qw BA EM NT EN GE O EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and i`� 7'-O" I 4'-4" O Q I , j � UNIT PERIMETER hot water heating appliances to be direct vent with both O �� L - <- O N N ---- ----------- i Intake and exhaust pipes Installed continuous to the Lid 0-1 UL 127 LISTED AND �- WINDOW UNIT R402.45f outside. LIGHTING: IC,-rated and labeled as Q LABELED 36" � �O FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT I I having an air leakage rate of not greater than 2.0 cfm Q FIREPLACE [RI004] THROUGHOUT FIRST STORY uCi I I ocle. IL 000 I� I i I R402 5 r MAX. U-FACTOR d SH60= See window schedule. _ 25 cfm CONT. I - I ELEC. PANEL — Prol TECHNOLOGIES ~ iv TO ERV I I R403.1 CONTROLS: See plans for thermostat Information. I I I R403.3.2 DUCT 5EALING: All duct joints shall be MODEL T705 d [MI505.4] I I E y� mechanically fastened and sealed with duct mastic PROGRAMMABLE i E �� CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT I I E -�- EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING= A duct air-leaks a test Is not F e ---`— i I g (3)-l.75 x 14 LVL FLUSH (37' LONG) UNIT PERIMETER required under exceptions i and 2. (2)-2xIO HDR I e ` R403.3.5 BUILDING CAVITIES: Framing cavities shall not be r I E �-- v INTERIOR GARAGE WALLS: 6'-6" II'-4" I I o R-15 BATT INSULATION used as ducts or plenums. REF !-- )2" GYPSUM BOARD r R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O 4x4 P05T mechanical system piping carrying hot water to an O 36 GUARD [R312.1] - -- - -- -- - -- - -- GARAGE CEILING: R-value of not less than R-3. ry _ Q R403.5.1 HEATED SERVICE HOT WATER(5HN CIRCULATION m 4x4 POST 24TQ I O HEAT DETECTOR O Y2[TABLE R302.61BOARD CONTINUOUS BEAD OF SYSTEM= Not In project. PDR 3 O LOAD BEARING LL R403.6 MECHANICAL VENTILATION. ERV continuous O iv 4 3 ' RAILING x SEALANT ventilations stem specified in the plans exceeds the ' N-� + I JF O N i' minimum efficacy of 1..2 cfm/watt. p m U 10 R m 4x4 POST I 4-6 4 6 q'-2 R403.'1 HVAC, EQUIPMENT: 51zed in accordance with ACCA K 5ELF-CLOSING 20-min Manual J and Manual S. — — 20 cfm GONT. TO ERV 2�° F.R. DOOR[R302.5.1] GYPSUM BOARD R403.8 MULTIPLE DWELLING 5Y5TEM5= Not applicable I 36 GUARD [R312.1] 1 z [MI505.4] - R403A SNOW MELT: Not In project. _ I 7'-6" 3'-2" _z iv G _ -_ -- -- -- -- -- -- -- dJ Q _ R403.10 POOLS AN SPAS, Not In project. in CONTINUOUS BEAD OF j : ° I 2�7Q m (3)-1.75 x 14 LVL DROP HDR R403.11 PORTABLE SPAS. Not In project. OC N ADHESIVE p j fV m 2 0 2'-6 (ENGINEERED DESIGN) R404 LIGHTING: Builder to Install high-efficiency lamps in at least c1O% of permanently Installed fixtures. Q I - tL m CONTINUOUS BEAD OF O ILL OARAOE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was J 1� DOUBLE 1� �� 5" P.G. SLAB used to show compliance with the Energy Code. REM/Rate I J >L FL HDR I� O + PITCHED TO DOOR ° _ _ software was used to model the building performoce - see J -I SMOKE t G.O. � L ((� -- - -- �� �- 2020 IEGG Energy Cost Compliance report provided with _ I DETECTOR (TYP) _ DINING ROOM N - V ';. 2 CLOSED-CELL SPF Permit Application. RE5check was used to model the building O ` I x LIVING ROOM1=. I. O Q f _ = r-------- ----------- erformance based on national standards - see RECcheck ,n O - rn -------- ----------�performance based _ FOYER = I Compliance Certificate and Inspection Checklist provided with - r 7 i x 4„ I I I v I - - Permit Application. N r- HAZARD JALIN. [R30b.4, 14'-O" i i I i 1A F 1 4-t 4 -1 11 I I I N I W I I� i� i I I I 4:1 1 I 1 ((1 W CONTINUOUS BEAD OF 1 -0 O - J-t-J �J _ SEALANT i i 24'-O"1 I J lT O W W c0 LU s GYPSUM BOARD I I I I V J- < �" O z_ (2)-2x12 HDR R.A.G. I O I I O I )- r fU m ( - iv 3°T°/(2)-I°7° SL = I O Z Z I I I ! G-J I )- I I (2)-2x12 HDR - I W ® O 1-1-1 La -- L- -- (2 2x12 HDR ------' '---------------- (2)-1.75 x 14 LVL fL (2)-135 x 14 LVL FL --- -- -- -- -J -a n/ CONTINUOUS BEAD OF (2)-3°5 J (2)-3°5 - m J I SEALANT o Q ° PORGH o p O } 'D Q CONTINUOUS MINIMAL 0 5/4x6 DECKING 1 f) N <Qn EXPANDING FOAM AT WINDOW E E E E v 0 0 0 UNIT PERIMETER 2'-q" q-2' 2 cl 0 8-0 2-q' q-2 2-q 6-10 10-O 7-6 a o � Z V41NOOW UNIT(OR TABLE R402.4.1.1 .2020 ;r, N 4x4 P.T. P05T - (TYP-6) ^ i WEATHER PROOF DOOR) AIR BARRIER ANQ INSULATION (�-\I INSTALLATION ( ) (3)-2x12 HDR- � i (3)-2x12 HDR ENGINEERED DESIGN COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION ®——— —— -®— —— —— — —— —— ——®--—— —— —®- CRITERIA A continuous air barrier shall be Installed m the CONTINUOUS MINIMAL building envelope. EXPANDING FOAM AT WINDOW General requirements The exterior thermal envelope contains a Air-perm Insulation shall not be used as WOOD STEPS •�tr. << ",{' "f UNIT PERIMETER continuous air barrier. a sealing material. •,a-4,, t, (:fi�a' 0 +,+ /4 Breaks or joints in the air barrier shall be sealed. 15'-2' 7-O 15-2 24'-4 ;•<,;y f. �L The air barder in any dropped cell!ng/soffit shall be i , � Jl r -; aligned with the Insulation and any gaps in the air ` f e: I barrier shall be sealed. The insulation in any dropped ceiling/soffit 61'-S" j � ;': 'k".� `• f «. Ceilinglattic shall be aligned with the air barrier. GONTINUOUS BEAD OF Access openings,drop downstairs or knee wall doors to unconditioned attics aces shall be sealed. 4 ;.as� g•'"� :�: SEALANT I Cavities within corners and headers of frame ,�.Dxa,p f ,•`° '`� walls shall be insulated b completely filling I The Junction of the foundation and sill plate shall be y p y � g . sealed. the cavitywith a material having a thermal q resistance of R-3 per inch minimum. FIRST FLOOR PLAN y� i ® _iVERED FEB 2 2021 � GYPSUM BOARD Walls The Junction of the top plate and the tap of exterior A-6 f-�t I� walls shall be sealed, Exterior thermal envelope insulation for CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4" = 1 ft j ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air i barrier. CONTINUOUS BEAD OF SEALANT Windows,skylights and doors The space between window/doorjambs and O 1^ framing,andskylights and framingshall be sealed. O Rim joists Rim Joists shall include the air barder. Rim Joists shall be insulated. Floor framing cavity insulation shall be O U1l 2" CLOSED-CELL 5PF Installed to de of su permanent contact with the underside of subfloor decking. Alternatively,floor framing cavity insulation Q O r Floors including cantilevered floors The air bardershall be installed at any exposed shall be In contact with the topside of IX m and floors above garages. edge of insulation, sheathing or continuous insulation installed O X O on the underside of floor fram ing;and O , ` extending from the bottom to the top of all V Perim eter floor framingmembers. Y m Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided GONTINUOU5 SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be - I FULL WIDTH OF SILL overla In joints taped. permanentlyattached to the walls. Duct shafts,utility penetrations,and flue shafts O O O Z Shafts,penetrations opening to exterior or unconditioned space shall be �/ I FOUNDATION HALL sealed. (v O Q Batts to be installed in narrow cavities shall +�- O O be cut to fit or narrow cavities shall be filled O Y O N arrow cavities i CONCRETE SLAB with insulation that on installation readily J X Q Z conforms to the available caul space. STRUCTURAL DESIGN NOTE W 1 a `�• / I Air sealing shall be provided between the garage .__ Garage separation 9 p 9 g V Z _ and conditioned spaces. Recessed light fixtures Installed In the building Recessed light fixtures installed in the In accordance with the 2020 RCNY5; structural d Q �-- n J Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as en ineered wood steel and n" _ _l surface. and IC rated. g ' I- x steel/wood composite columns beams headers and Q Q Q In exteriorwalls,bait Insulation shall be cut p neatly to fit around wiring and plumbing or girders that: N (n insulation that on installation,readily 0 0 —% `' •' Plumbing and wiring y - \��,-'r:' conforms to available space,shall extend 1) resist gravity loads, and v W behind piping andwidn . The air bard erinstalled at exteriorwalls adjacentto Exterior walls adjacent to showers and tubs --I W Shower/tub on extedorwail showers and tubs shall separate the wail from the shall be insulated. 2) are not contained In the prescriptive design O z shower or tub. IL The air barrier shall be Installed behind electrical provisions of the 2020 RGNYS IL NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed m O CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. Were designed in accordance with � � O THERMAL ENVELOPE. THI5 DETAIL 5HOW5 HVAC supply and return register boots that AN51/AWC ND5-2015 with 2018 supplement. ~ m TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed pp VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN,SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a mannerthat is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended bythe manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D EBRUARY 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 AIR ' - II t—) G I �I G were designed in accordance with ASGE 7-I6 wind S L(�� 1./ T I J I � 1.I I�t� NOTES provisions and acceptable engineering Iproctice. DRAWING NUMBER SCALE: 3/4 - I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIONI," A === 5 7 Z O A (�V I Q I Z 23'-8" Z IY T-2" 2'-6" 6'-10" 4'-4" zIL r u� W O A O 3° ° O 4tE < N 3°5° 2'- 3°5° q'-8" N AW INS PIG V 4 4" o Z IIA M BATH TRANSOM BEDROOM 3 GL BEDROOM 4 &-O el'-o" G Ht _ " G Ht 5'-0" G Ht - O r O OI N N O -e- U11 \ / 6 ---- HVAG EQUIPMENT IN ATTIC /x\ I a � 2oT0 ERVNT WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELIC16UHO70XE36B �— — —y ai I 20 cfm CONCc. LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201&4g570 - d [MI505.4] Pro I TEGHNOLO61E5 - N : TO ERV �p -------- -------------------------------INSTALS ERA/ UNIT-{N GONB�7al3NED A�IG. HEATING GAP: 64,000 Btuh; AFUE = qb.l I BATH [M1505.41 �� DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. s MODEL TT05 in V p INDOOR COIL: LENNOX GH35-3013+TDR ---- PROGRAMMABLE �p V - THERMOSTAT GL "0 ,E x O f�I OUTDOOR UNIT: LENNOX ML14XC1-036-230G;AHRI 2033746g0 N HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL 00 3'-O' 3-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. GOOLINS GAP: 34,500 Btuh;SEER = 15.10 2�1 241 OWER, j INSTALL IAW MANUFACTURER'S SPECIFICATIONS _______ I --- STALE AIR TO OUTSIDE AND FRESH �iR FROM OUTSIDE: 6" dia. DUCTS SMOKE 8 G.O. I��— — 1 II-SII 1 8' CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL c15PO-7 HALL C� 0DETEGTOR (TYP) O IA.G. KTURNJ 2°7 247° FRESH AIR TO INSIDE DIFFUSER IN H LLWAY: 6" d1o. DUCT 10'-0" HALF WALL m L 1 I°I m 24-10 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2x10 HDR ——— N IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL ISN48 O (2)-1.75xa.25 LVL FLUSCC. H __________________ __ _ ALL DUCTS INSULATED TO R-4.2 3°5° (ENGINEERED DESISN) �t BI-FOLD O - ---- - - - -- - ------- m H ND I BEARINS WALL _ _ _ - SYSTEM TO BE SET AND BALANCED ro CONTINUOUSLY PROVIDE [MI505.4.4]: ® m 2670 \ / m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -� N DRYER WASHER /x\ AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. 36 H ND I [ I . .8] I 3'-2" 4'-6" DRYER EXHAUST 2&7Q (M15021 12" x 12" AIR TRANSFER SRILL IN CEILINS � rIs z m N O 6 W ) DOUBLE FRAME 6 OPENINO I Q JNO Q - I I O o N BEDROOM 2 GL r W.I.G. 2� MA5TER BEDROOM I IZ V-0" G Ht Q V-0" G Ht 4" 14'-0" 2'-2" 5'-6" 4" 14'-0" i 1 I 1 (n m Z v (2)-1.75xi4 LV_L_w/HT530_M_TL STRAP AT EACH END (2)-1.75x14 LV_L_w/HT530 MTL STRA_P_AT EACH E_N Ll-J V V I z � wz (ENGINEERED DI (ENGINEERED DESISN) I m � � --��_ 0 -�W I � 2x8 GJ AT 16" o.c. _ 2x8 GJ AT Illo.c z w `r . i (� '�II-'' < r Z Z (2)-2x10 HDR __ _ (2)-2x10 HDR -- ---------------------- ------------------ ------J 1U5" GLO F I J ® OFTER - AN E °5°D (2)-3050 O o> O O 0 N CSQ 0 q1-21: 2:_q: g:_0: 2_q, T-2" 2:_q I Q 0 Z I I I I I i I ----------------------- I I I I +knsper... L----------------------- J 37—4 :�'.,?�i,+�waMwwa+.e&rf{��.r•"'''' e."7 r.o - 'aJ y,,x Zr '��irt�'tc9 M N,AN' D�:_IVE�ED FED ? 1 2021 SEOONr�) FLOOR PLAN Q SCALE: 1/4" = 1 ft O O ON t O tL p- OW z 0 O o o z is < 5OLAR-READY p O CERTIFICATE IL This home has STRUCTURAL DESIGN NOTE v incorporated features at pi IK - the time of initial In accordance Hith the 2020 RGNY5; structural 4 d p- �- v < construction to enable the o o elements such as engineered wood, steel and X F —1 installation of solar steel/wood composite columns, beams, headers and Q Q 0L electric. girders that: F- Q N The solar-ready roof 1) resist gravity loads, and V w zone Is shown on this GO UIT u construction plan excerpt 2) are not contained in the prescriptive design O GO UIT and is free of GO IT provisions of the 2020 RGNY5 g IL O obstructions that would m limit placement of solar were designed in accordance with N O panels. AN51/AWG ND5-2015 with 2015 supplement. m Plastic conduit for future o Structural elements such as walls and fenestration electric Hiringhas been O installed throuh walls at that: DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and 7 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 RGNY5 PLAN roof-mounted solar panels. were designed 1n accordance with ASGE '1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] O l3k`IL B E3HL A ROOF LINE 51-01' 2' 4" TABLE R802.5.2 RAFTER/CEILING JOIST HEEL -------- BVL I JOINT CONNECTIONSa, b, e, d, e,g k! GROUND SNOW LOAD(psf) P-A tu 13 20' 30 RAFTER z RAFTER Roof span(feet) SPACING SLOPE j1 28 36 (inches) 12 120 2813611 J < �/J ------- AGGE�s Rjc_�)f_ < vo Required number of 16d common nailsa,b per heel joint splices',d,e o ry 0 X A'�eESS/1�010F N 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 K 11 14 X 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 6 4:12 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 -_ I Q O S POST DOWN POST DOV4N POST DOI-4 f 12 3 4 5 6 3 4 5 7 n AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 X 24 4 7 9 12 4 7 10 13 N 1.15 x 16 LVIL STRUCTURAL RIDGE 1z 12 3 4 4 5 3 3 4 5 . -. -. = �� � j! !j / g 7:12 16 3 4 5 6 3 4 5 6 r; 1 24 3 5 7 9 3 5 7 9 -1 ROOF BELOW 12 3 3 4 4 3 3 3 4 9:12 16 3 4 4 5 3 3 4 5 2AO RIDGE 24 3 4 6 7 3 4 6 7 12 3 3 3 3 3 3 3 3 7, 12:12 16 3 3 4 4 3 3 3 4 & < ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.5] 24 3 4 4 5 3 3 4 6 4- INSTALL 2",P VERTICAL SCHEDULE &0 PN/G } @ �, -I CONDUIT THROUGH ALL HALLS TO ATTIC, WITH LU TEMPORARY PLUGS OR CAPS AT EACH TERMINUS For ST: I inch 25.4 mm, I foot 304.8 mm, I pound per [E59,02.3.21. E3HL 2 --------- a. 40d box nails shall be permitted to be substituted for 16d 1 0 � 13 -0 X square foot=0.0479 kPa. 6 ails. X common n L2 z I h 'L' 2 1z permitted to be reduced 25 Nailing requirements shall be pen ACCESS ROOF b. z z percent if nails are clinched. c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. X d. Where intermediate support of the rafter is provided by 2xIO RR AT 16" o.c. 2xI0 RR AT 16" o.c. 2xI0 RR AT 16" o.c. 2xI0RRAT16" o.c. d vertical struts or purlins to a load-bearing wall,the ROOF LINE tabulated heel joint connection requirements shall be HALL LINE permitted to be reduced proportionally to the reduction in ........... span. ROOF- LIJE= e. Equivalent nailing pattern s are required for ceiling joist LU in ir- to ceiling joist lap splices. tu z 5ECONr7) STORY' E3V4L PLAN SOLAR-READY ZONE [TIO3.5] f. Applies to roof live load of 20 psf or less. z W z z < F=1 V PROVIDES 56" WIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume _J VF -1 LU 5r-,ALE: 5116" = 1 ft < FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL that ceiling joists or rafter ties are located at the bottom < Z LU REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are J) 0 z PORCH ROOF BELOWVENTS, ETC. [TIO5.41 located higher in the attic, heel joint connection LU o-, 6 Z L 0 (TYPICAL-5) LU V @ requirements shall be increased by the following factors: A <X--1 HC/H R Heel Joint Connection Adjustment Factor 0> 1/3 1.5 z << 1/4 1.33 < 115 1.25 ROOF FLAN 1/6 1.2 z 1/10 or less 1.11 50ALE: 1/4" = 1 ft where: E3HL E E3NL D E3HL G 3-7, 24--411 Ho=Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. .0. HR=Height of roof ridge measured vertically above the top of 5'-0 1/2 51-4 1/211., T -71-111 41-411 the rafter support walls.------I-1 :17 ---------------------- BRACED WALL PANEL CALCULATIONS Wind Adj ustme nt Fa ctors-Ta b I e R602.10.3(2) (p.187) Upper Story IVERED FEB 2 7 2021 Numbered Lettered Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty +� { 14'-4 2 Roof Eave-to-Pidge Height 0.84 0.84 T-4" E3HL 4 ------------- Wall Height 0.90 0.90 81-01. 7 7 Number of Braced Wall Lines 1.00 1.00 2 Additional 800 lb Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 N/A Wind FactorTotal 0.756 0.756 IL Braced Wall 140 mph Total Bracingcq Braced Wall Bracing Wind Factor Line Spacing Required Required Length Status Line c_ c r Method Total (ft) Bracing (ft) Bracing Provided (ft) 0 0 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK w 2 CS-WSP 30.67 7.13 0.756 5,39 19.00 OK 0 r A CS-WSP 37.00 8.40 0.756 6,35 31.00 OK < IL B CS-WSP 37,00 8.40 0.756 6.35 23.00 OK LU Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE � v Z LU Lower Story In accordance with the 2020 RCWr5; structural LU < < cv Dwelling Garage Comment < Exposure Category elements such as engineered wood, steel and 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty(Gar) X steel/wood composite columns, beams, headers and <<Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling)- U-0" (garage) OL girders that: Height 0.95 1.00 9'4' (dwelling)- W-0" (garage) 1 60 Number of Braced Wall Lines 1.00 1.00 2 (dwelling & garage separate calc) 1) resist gravity loads, and LU Additional 800 lb Hold Down 1.00 1.00 N/A r Gypsum Board Fastening 1.00 1.00 N/A -1 LU :2 Wind Factor 0.884 0.760 ore not contained In the prescriptive design 0 --------- IL - ------- provisions of the 2020 RONIrS IL 2'- 212'-9" 2'-11 5J--7" m� were designed in accordance with 0 Braced Wall 140 mph Total Bracin Braced Wall Bracing Wind Factor g ANSI/ANC ND5-2015 with 2015 supplement. Line Spacing Required Required Length Status Line Method (ft) Bracing (ft) Total Bracing Provided (ft) Structural elements such as walls and fenestration 3 CS-WSP 31,67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 547 0.760 4.16 24.33 OK 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK DATE: FEBRUARY 20:21 1) resist wind loads, and C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained In the prescriptive design WALL BRACING 4 D (dwelling) GB 37.00 16.80 0.884 14.84 2033 OK provisions of the 20:20 RONYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with ASOE 1-16 wind ---------- FIR5T STOR"'r BNL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3116" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3G Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.75 x I6 LVL 5TRUGTURAL RIDGE YY STRUCTURAL PANEL SHEATHING OVER 1- (5EE ROOF PLAN FOR POST LOCATIONS) 2XIO RAFTERS AT 16" O.G. 0 ROOF ________________ I R-39 b" THICK CLOSED-GELL SPRAY POLYURETHANE FOAM (5PF) --------------� WITH)�" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY (R316.6] Z HOOD BLOGKING Q v I I p[ 2x12 GRO55-RIDGE Q GABLE WALL INSULATION: 12 12 CONTINUOUS R-5 I-INGH RIGID FOAM XP5; I- } -1 CAVITY R-15 2" 5PF FALSE GABLE s.2s ---- -- _ —�5.2s 0 tu m I ( FULL-HEIGHT N ___ I I I L_______________________________________________________� BEH ND ILEDGER SEALED ATTIG (INDIRECTLY CONDITIONED) CEILING z r ------ 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT I6" O.G. SMOKE 4 G.O. 2" SOLID W Q MASTER BATH - ' - -7 �- - - - - - - - - I LAUNDRY }I - - - - - - - - - - FAMILY BATH Ix8 TRIM BOARD 8� �� DETECTOR IN ATTIC WOOD BLOCKING 1- N } � } i I } i ( I } I > i ?1 i SOFFIT VENT _ — wG WASHER I I I WG I I TYPICAL INTERIOR WALL 4" (2)-1.75x14 LVL FL HDR 1/2" GYPSUM # LAV. LAV. I I I I I LAV. 2x4 STUDS AT I6 O.G. NOTCH TOP 51DE UNDER ROOF BOARD FIN15H I _ (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTGH DEPTH = 5-Y�" TUB I I I I I TUB 11" GYPSUM WALLBOARD ON BOTH SIDES - LOCATED LLTDU TS SHALL BEINTERIOR pp[[ (2)-2x10 HDR 1 I TYPICAL EXTERIOR WALL R-20 Q SECOND STORY WALL CAVITIES ,^ 1 SHOWER I I I 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. v J I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR -__--L---_ ___I_______ _____�_ 1__ ____ __________ (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN w O I VINYL SIDING OVER HOU5EWRAP OVER R-5 I XPS INSULATION BEDROOM 2 m HALL BEDROOM 3 ----------------- -------- ---- 1 2" W 3' W I-I/2' w I I-v2 w 1-v2' wl 3 w 2� w 2' w I 2 w _ R-15 UNPAGED FIBERGLASS GATT CAVITY INSULATION G.O. 2" W 3" W 2 W i 2" W 1 I 3' w 2 W G.O. OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P WOOD FLOORING OVER N m �- -------------� (2)-1.75 x 14 LVL PLUSH HDR 5/4" PLYWOOD 5UBFLOOR r -------------------------------- --------------- - ------------------ - �_------------------------------------- i R-13 2" CLOSED-CELL 5PF I'� I 14" TJI-560 FJ AT Ib" O.G. v' t CEILING POWDER KITCHEN I AT RIM JOIST LW to I, I j' 14" TJI-560 FJ AT I6" O.G. (1 tl_ v I } ( }I I X }I I (2)-I.75 x 14 LVL FLUSH HDR Q STAIRS (3)-1.75 x 14 LVL O �- O I 1 1 1 0 1/2" GYPSUM a m l i i i m BOARD FINISH z LAV WC ( KIT SINK I LIVING ROOM I ' ' Z Z z FAMILY ROOM 1 I III 111Y j wll W 1 I Ist FLOOR PLATFORM m m Ist FLOOR I WOOD FLOORING OVER -------------------------------- ---------------------- ----------�-- ------------------ ------ ---------------- -------------------------------J 3/4" PLYWOOD 5UBFLOOR 1-1/2" W 3" W I 2" W I 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3 W 3" w 2' W G.O. I CRO55 BRIDGING AT MID5PAN ---------------------------------------------------------------------- ----------------------------------------------------------------------------- I GEILING I R-13 2 GLO5EO-GELL 5PF 11 II r - AT RIM JOIST P.A.I. STAIRS - 4 i --{I (3)-1.75 x 11,875 LVL GDR N BASEMENT _j (4)-3/8"LAG 5GREw5 FINISHED GRADE FINISH GRADE (INDIREGTLY GONDITIONED) SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING _ J 2x6 P.T. (UG55) SILL ON TERMITE SHIELD G.O. `} W I N w ON SILL SEAL WITH 1/2" ANCHOR BOLTS tJ / H (SEE TYPICAL WALL DETAIL) _ V I TO APPROVED Q tV HOUSE TRAP SANITARY SYSTEM 8" POURED CONCRETE FOUNDATION STEM WALL 1/2" GYPSUM La FULL HEIGHT R-II BLANKET WALL INSULATION 10 H 0 BASEMENT FLOOR I 0 ---------------------------------------------------------------------------------------------------------------------------------------- ___-_J UPON I6" x 8" Ht CONTINUOUS P.G. FOOTING BOARD FINISH iv A5 MANUFACTURED BY SPREAD INDEX CORP. M) W V F UMB RISER l7 I AORAM _ 116 MINIMUM 3'-0" BELOW GRADE [R302.7] m ASTM E84 MAX. FLAME SPREAD INDEx 25 z to W Z �� 4" P.G. FLOOR SLAB MAX. SMOKE DEVELOPED INDEX < 50 — iT TOP OF BASEMENT SLAB T 43O�W SCALE: NT5 ups �— d— F Q z tK 'I�'I '' � tu 3O"x 30"xi2" DEEP P. GONG. SPREAD FOOTING Q J-u >` p/ LlJ w/(3) #5 REBAR E.W. !1� O } Q < l� NO < 4 R I IDO E TENSION STRAP: SECTION ° p WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10—d COMMON NAILS AT EACH END OF STRAP Z 1--1 00 RAFTER TO STUD : _ a., w ,r R •5^. rf:� WRAP STRAP OVER RAFTER 5 p `r��1C 5 ,. (4) 8—d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S 5PEGIFIGATION pEL'• �ERED FEE 2 1 2021 WHERE RAFTER ALIGNS WITH STUD Q J O t- 2x ROOF RAFTERS AT 16" O.G. 0 USE GALV. HURRICANE TIE BETWEEN O EVERY RAFTER AND THE ROOF BEAM 2x CEILING JO15T5 AT 16" O.G. Q IL USE (3)-Ibd NAILS AT RAFTER �/ m HEEL JOINT CONNECTION Q O ROOF BEAM (SEE PLAN FOR SIZE) DI LL STUD TO 1�1 LL STUD : PRESERVATIVE TREATED 2x EXTERIOR WALL A55E O �1 ASSEMBLE WITH I O-d NAILS 0 m STRAP OVER OR UNDER 5HEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 8—d COMMON NAILS AT EACH END OF STRAP 9MT55OG STRAP—TIEEACH R } SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT Ix8 TRIM BOARD () -1 < IL �_ ? UPLIFT CONNECTIONS: 0518 GALV. COIL STRAP' R-30 BATT INSULATION 0 0 USE (2) AT EACH POST, TOP 8 BOTTOM �� � Q �L 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST 1-1/4 WIDE 20-OUAOE {- 1L Q PERPENDICULAR TO JOISTS 51MP50N COIL STRAP GALVANIZED STEEL STRAP J Q Z f (4)—bd NAILS AT EACH END EACH 51DE OF WINDOW AND lu - (2)-8d THREADED NAILS OR DOOR OPENINGS. INSTALL 'I , Z (2)-No. 8WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK 4 AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP Lu d Q p- v EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD h [R507.7] REST DIRECTLY ON FLOOR BEAM PLATES LE JACK STUD. � IL � X MINIMUM LENGTH BELOW Q 'AIL FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR J015T HEADER = LENGTH ABOVE Q `� FLOOR JOISTS U65B PRESERVATIVE TREATED BOTTOM OF HEADER 0 V 1 N STUD TO SILLLT (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS ,n UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R507.5] V W_ < F- 0 F- WRAP STRAP UNDER SILL PLATE PER CODE 'i(b" OSB VINYL SOFFIT u u" (6) 8—d COMMON NAILS AT EACH END OF STRAP GRADE a 0 !L 4x4 WOOD P05T FLOOR J015T TO WALL: IL fj SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 UG313 PRESERVATIVE TREATED a SIMPSON H2;(5)-8d NAILS TO PJ $ (5)-8d NAILS TO STUD 2x EXTERIOR WALL N P544 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MI5ALIGN5: ° O m POST BASE ANCHOR FLOOR J015T TO PLATES: SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-bd NAILS TO PLATES e PLATES TO STUD: ° a 12"cD x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATE5, (5)-Sd TO STUD VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS DETAILS H I O H-N I ND UPLIFT STRAPP I NO TYP 10AL POROH DETAIL. DETAIL AT FLOOR CANT I LEVER TENSION STRAP I NO AT NALL OPEN I NO S DRAWING NUMBER SCALE: NT5 SCALE: NTS SCALE: NTS SCALE: NT5 NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 GAGE (51MPSON 0520 COILED STRAP). A —& STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODE OF NEW YORK STATE RIOI.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and tlding code - Iq w >z>z TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the t•- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DE51GN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMEN I HAZARDS FREEZING ANNUAL https://hozorcis.otr-ovnr-il.org FOR untilroect completion. p p THE PROJECT LOCATION: Weathering Termite TEMP REQUIRED INDEX TEMP N 41.00510 W '72.5665° R106.3 DE516N PROFE55IONAL: A Certificate of Authorization is N z LOAD (mph) CATEGORY TH15 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amaro 0 ( p ) effects region debris zone depth WIND DE51GN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301.2(5)B PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying, P.G. ("Designer") to provide FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has a MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, 0 R301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responslble Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE GATE60RY: EXP05URE B - AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall La Elevation Latitude m r tur Conlin immediately notify Designer, in writing, If there Is an lU heating cooling factor to pea e g difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT WITH TITLE Iq NYGRR PART 1265 discrepancy found between field conditions and plan dimensions,es especially with regard to existing construction. 0 N 80 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 700E 750E 550E REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 P y 9 9 z - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-O" roof R3 Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - O1 WIND DE516N: In accordance with Figure R3oL2(5)B wind cv Daily range s 2.1 pan, 140 mph, pitch less than 5:12) [TABLE R8O2•II] design is not required. This building Is designed In 0 difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf accordance with the wind provisions of the 2020 ROWS. cV 100E 15 mph 7.5 mph 720E Medium 16°F to 250F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 105 plf jy R301.2.1.2 PROTECTION OF OPENINGS: This building Is not located La � UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Winciborne Debris Region. cv AND BOTTOM OF ALL BRACED WALL PANEL5 [R602.35]. R301.2.4 FLOODPLAIN: This building is not located In ci flood # hazard area. } - R301.5 LIVE LOADS: Minimum uniformly distributed live loads: 111�J Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stars 40 psf TABLE R602.3(1.) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z R301b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per ASGE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to OF FASTENER ° OF FASTENER',', THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 1 " 4-8d box 2 i " ");or (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2/2 x 0.113 ), or ( / x 0.113 g (LVL PSL, I-otsts, lu-lams,etc) are actual dimensions. 3-8d common(2 2"x 0.131");or 3-8d common(2 2"x 0.131");or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j g 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder Toe nail 3-1Od box(3"x 0.128"); or 3-10d box(3"x 0.128"); or Staple 15 ga. 1 Y4 4 8 R302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131" nails Up to i 0.097-0.099 Nail 2 1/� 3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 4-8d box(2%2'x 0.113");or 8d box(2 2"x 0.113 ) 4"o.c. toe nail Staple 16 ga. 1 4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%2'x 0.131")• or 0.113 Nail 2 3 6 WALL5 AND GEILIN65: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128"); or Per Joist,toe nail 22 (roof applications also) 1 Od box(3"x 0.128"); or 6"o.c.toe nail 122 and% Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (recl'd max. 200) and a SDI = 0 (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 X 4 8 R302.10 FLAME 5PREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-I0d box(3" x 0.128");or 3-8d box(2 2"x 0.113") or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162"); or Face nail 2-8d common(2 2" x 0.131");or 2s 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-lOd box 3"x 0.128" or Face nail /2 and/ i surfaces shall have a F51 , 25 and a 5DI s 450. See plans ( )] ) ( )� 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, V crown, 16 ga., 1 Y4" long Staple 16 a.2 4 g Ceiling joist attached to parallel rafter(IL-el joint) P g R302.II FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and TableTable R802.5.1(9) Face nail 3-16d box(3 2" x 0.135");or Staple 14 ga. 2 '/a 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder i „ Blind and face nail 2-16d common 3/2 x 0.162 � where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail / 3 6 4-I0d box(3"x 0.128");or 3-16d box(3 2"x 0.135");or 1 Staple 15 ga.2 Y4 4 8 R302.12 DRAFT5TOPPIN& Not needed for this project. 5 Collar tie to rafter,face nail or 1 X"x 20 ga, ridge strap 3-1Od common(3"x 0.148");or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common(3 2 )"x 0.162 At each bearing,face nail to rafter 0.097-0.099 Nail/ 4 8 R502.13project under Exception Exceptio4• FLOORS= Not needed for this 4-3 x 0.131 3-16d common(3 /2++x 0.162++),1 • NOMINAL MATERIAL a,b or SPACINGc O FASTENERS R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 4-1 Od box(3"x 0.128"); or DESCRTPTION OF FASTENER AND LENGTH d luminaires shall be 10-rated I/A/W NI102.4.5 with separation l ;3-16d box(3 2"x 0.135");or 26 Band or rim joist to joist :: +: End nail THICKNESS Edges Body of anel �' v „ 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails;or (inches) g Y P from insulation per listing. 6 Rafter or roof truss to plate 3-10d common(3 x 0.148 ), or „ (inches) (inches) (inches) - nail on opposite side of each rafter 4-3 x 14 ga. staples /6 crown 4-10d box(3"x 0.128");or or truss' R306.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or f 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cemen th other approved safety glazing material shall be Installed In O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. th l� 4-16d box(3 2"x 0.135");or i Z 3-10d common(3"x 0.148");or 1 Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3oa.1 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch Z Z (I) ? IX 4-10d box(3"x 0,128"); or Toe nail 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) 3 6 thick poured concrete sloped 1/4-inch per foot toward vehicle O -1 W 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. La r \ = d1 Z W Se 18 ga., %long,X crown V !- N r O Z 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 p� Z O 7 Roof rafters to ridge,valley or hip rafters;or roof rafter And: Staple z z 3-16d box(3 2" x 0.135")• or Face nail at ends and at each splice X builder's responsibility to verify that window units supplied by Q- O W 2-16d common(3 1/2" x 0.162")'• or 3-1 Od box(3"x 0.128");or 1 % ' r-long x .121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for tL LU > OC ® 0 End nail 3-3"x 0.131" nails 8 8 emergency escape and rescue openings where required. d J O SX 3-10d box(Y x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) p� 0 I p 3-3"x 0.131" nails R311.7 5TAIRWAY5. Interior stairways shall be re-assembled II- } d 4-16d box 3 2"x 0.135" ; or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O W ( ) g 8 wood units. The maximum riser height shall be 8-1/4 inches and N 0 Q 0 Wall 3-16d common(3 2"x 0.162");or (for the finish) the minimum tread depth shall be cl inches,plus nosing where Z 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail D 16d common(3 2"x 0.162") 24" o.c. face nail 4-1 Od box(3"x 0.128"); or Plywood required. Provide handrails per Code. < 8 Stud to stud not at braced wall panels) 4-3"x 0.131"nails 1 %�rin or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above ( P ) 1Od box(3"x 0.128"); or 16"o.c, face nail i 5 g 3 6 grade, and steps leading thereto shall have guards that 3"x 0.131"nails 2-1Od box(3"x 0.128"); or 2-8d common /and 16 12 2 ga. (0.099")shank diameter conform to Code. 16d box(3 2" x 0.135"); or �+ 29 Bridging or blocking to joist i „ „ • Each end,toe nail Stud to stud and abutting studs at intersecting wall 12 o.c. face nail (2/2 x 0.131 ),or 2-3 x 0.131 nails Staple 18 a., s p g /,/6 crown width 2 S R312.2 WINDOW FALL PROTECTION: Windows with sills Less than 9 3"x 0.131"nails SPACING OF FASTENERS i1 3 is i 1 X ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade corners(at braced wall panels) - /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12 2 ga. (0.099") shank diameter ++ 16"o.c.each edge face nail ITEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges h supports',' 1 i R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected .,r.. 16d common(3 1/2 x 0.162 ) g (inches) pP /ring or screw shank nail-minimum 10 Built-up header(2"to 2" header with 2"spacer) (� ) (inches) 19 s 2s s i +: 3 6 smoke alarms,carbon monoxide alarms,and heat detection , • o- ,r. R., 16d box(3 Y2'x 0.135") 12 o.c. each edge face nail ( ) /2, /, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. ., ' 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., 12 R315 CARBON M 6 8 ?i'�. '�'` ti,0�; <�r MONOXIDE ALARMS: Install at all locations f c .•,<-g� � J I 1 Continuous header to stud 4-8d common(2 I/2"x 0.131 );or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. r r .: '� "` r Hardboard p p 4-1 Od box(3"x 0.128") 30 g++ 2� 6d common(2"�x 0.113 )nail 6 12f 12 long ring-grooved underlayment nail 6 6 R317 WOOD DECAY PROTECTION: Lumber specified In the plans :+ ++ ++ subfloor,wall as pressure preservative- treated (P.T) shall be in ,ff 16d common(3 y2 x 0.162 ) 16 o.c.face nail ( + ) 0.200 4d cement-coated sinker nail 6 6 :? r•� i9 ++ _ ++ ++ ++ f accordance with AWPA UI for the Intended use and location. 12 Top plate to top plate lOd box(3"x 0.128"); or 31 /2 1 8d common nail(2 2 x 0.131 ) 6 12 Staple 18 ga.,/8 long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless / a✓ `° >:',ta^.,�'.� �',,�: 12 o.c.face nail steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails „ _ ( ) 6 12 Particleboard steel bolts. lOd common 3 x 0.148 nail;or 32 l A l 4 8d 2 2"x 0.131" deformed nail ( ) 4drins-grooved underlayment nail 3 6 R401.4.1 GEOTECHNIGAL: Footings and foundations shall rest on 8-I6d common 3 2"x 0.162" or Other wall sheathings /a Staple 18 ga., Y/long,Y16 crown 3 6 undisturbed soli with a minimum load-bearing valve of 2,000 DE IVEREO FEB 2 1 2,321 ( }� Face nail on each side of end joint head psf. Visually graded soils that have this load-bearing value 13 Double top plate splice ( , 0 g35"oT , e or (minimum 24"lap splice length 33 %" structural cellulosic fiberboard sheathing 12 diameter or 1"crown staple l 16 galvanized roofing nail, /6 a. 1 X" ion 3 6 3/8s 6d ring-grooved underlayment nail 6 10 Include 6W 4 GP-gravel and sandy gravel;6M 4 6G-silty and 12-lOd box (3'x 0. ) each side of end joint) p ga., g Staple 16 ga., 1 y long, crown 1 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M 4 56-silty La 12-3"x 0.131"nails 3 +: 7 :: and clayey sand. Unsuitable subsoil material encountered 1 / galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 durinq excavation shall be excavated and replaced in-situ O 1- 34 222" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 y4" long 3 6 2' s Staple 16 ga., 1 4 long,%crown 3 6 with E/4" crushed stone to a minimum depth of 8 Inches or ROBE. Z 0 16d common(3 Y2' x 0.162") 16"o.c.face nail i d 12" galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior 0 O Bottom plate to joist,rim joist,band joist or 35 /2„ gypsum sheathing „ i „ 7 7 walls and other vertical concrete work exposed to the 0 t1 14 1 1/2 long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 min. p � blocking(not at braced wall panels) 16d box(3 Y2' x 0.135");or 12"o.c.face nail weather shall be air entrained stone concrete with a minimum P IL t- 3 x 0.131 nails s d 3 " g p galvanized, com ressive stren strength of f'c.=3,00o psi at 2e> days. Porches, i 1 /4 galvanized roofing nail; staple p 9 P y • O 0 � � 36 / gypsum sheathing 1 %" long; 1 g" 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 Z 3-16d box 3 2"x 0.135" ;or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a K Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of Pc=3,50o psi at 28 clays. q 0 15 2-16d common 2 i/2"x 0.162" • or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 P y • O blocking(at braced wall panel) ( )' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. � F- 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations 0 m 37 X" and less 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e., to a minimum I `9 m 8d common(2 2 x 0.131 )nail d, Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. < 0 v f N 4-8d box(2 2"x 0.113"); or n/ q - 1 3-16d box 3 2"x 0.135" • or 8d common(2 2"x 0.131")nail;or 6 12 e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. R4o4.1.7 BAGKFILL: Backfili shall not be placed against l� � 1X v z ( )� 38 / 1 8d deformed 2 2"x 0.120" nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 O 0 � 4-8d common(2 2"x 0.131"); or Toe nail ( ) Y foundation walls until cured a minimum of 7 days. Brace top � 4 � 4-1Od box(3"x 0.128");or IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backflll placement. 39 1 g" - 1 X" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to able end wall framing shall be installed using 0 - �-- 4-3"x 0.131"nails 8d deformed(2 2 x 0.120 )nail p g P g g g g R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 0 �L 0 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer p m 3-16d box(3 " x 0,135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVQ shall have a minimum Fb=3,100 psi and modulus < W < 0 2-16d comon(3 2nun, E=2.0 x 106." x 0.162");or End nail For SI: 1 inch=25.4 m , 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall lu < IL V 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimumOL sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. Q < 3-1Od 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 WALL SHEATHING USED TO RESIST WIND PRESSURES R702.3 GYPSUM BOARD: All Interior wails to be covered with V 17 Top plates,laps at corners and intersections 2-16d common(3 Y2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 3-3"x 0.131"nails noted on plans. J b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W i " ++ . c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R703.3 SIDING: Exterior wall covering shall be vinyl siding tested Y 1L 3-8d box(2/2 x 0.113 },or P PP P bn• NOMINAL nic 9 y 9 J d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical[ STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed w 2-8d common(2 2"x 0.131"); or Y Y P PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's 13 2 O 18 1"brace to each stud and plate ++ Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING IL 2-1Od box(3 x 0.128 ),or Spacing ( } Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for tL RATING (inches) g P g Y fastening vinyl siding on buildings located within 3,000 feet of 0 f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches 9 y 9 9 2 staples 1 3/" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t0� 6d Common 1.5 24/0 / 16 6 12 140 115 110 g 0 3-8d box(2 2"x 0.113");or �� than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s R802.I WOOD ROOF ssesroof beams and bearing di oats shall[ be -1 2-8d common(2 2 x 0.131 ),or less than 140 mph. (2.0"x 0.113") for rafters, g j 19 1"x 6" sheathingto each bearing " ++ . Face nail Dou los fir-larch No. 2 or better. g 2-lOd box(3 x 0.128 ),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 g 2 staples, I" crown 16 a., 1 Y4" long sheathing shall conform to ASTM C 208, :, 1.75 24/16 %6 R506 ROOF VENTILATION: Soffit vents shot[ be provided with a p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 +: +: vented space within the soffit. Attic Is unvented. 3-8d box(2 y2 x 0.113 );or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p P Y• P g g P g PP P g 3-8d common(2 2" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min, 1 mile per hour=0.447 m/s. Rgo5.2 ASPHALT SHINGLES: As halt stri shingle wrappers shall PP Y g q g• g g P g P rP � � g PP 3-1 Od box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate comp lance wit A5TM D-7155 Glass 6 3 „ P P q Y P P or H,or A5TM D-5161 Glass F,and shall be fastened in NOTES 3 staples, 1 crown, 16 ga., 1 /4 long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 , pp y g $• accordance with the manufacturers instructions to achieve i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J P gJ :P 9 P P 9 one side of the rafter and toe nails from the ceiling joist P oist to to plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2 2"x 0.113");or g the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER 3-8d common(2 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 R►006.2 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterlor of the dwelling _ 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOISTDETAILS LS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall 7 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3Yz") Plate nail, 1Ed(0.135 x 3Y2 ) g _ (0. p ) Blockin panel: 1XV TJR Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists ( at 16 on-center When sheathing thickness exceeds/6", 2x stud wall at Floor anal nail- g p No load bearing at 16"on-center trim sheathingtongue at rim board 1 " Y4' TimberStrand LSL or TJIR joist. g Z 9 16"on-center Sd 0.131"x 2/z at 6 on-center ) , „ Blocking panel: Web stiffener 1 wall above Min.distance from Table A Min.distance from Table B 1/ hole may be cut Q 1Y8"TJR Rim Board, 1Y4" Plate nail-16d(0.135"x 3/z") Blocking panel: anywhere in web out- required on both * Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center 1Ya"TJR 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 ( ) „ boundary nails, t at B3W ONLY or TJIR joist rStrand® LSL 8d 0.131"x 2Y2" at 6 on-center 8d 0.131"x 2/z a 1/a TimberStrand® O Rim-to-joist Web Stiffeners required 4"on-center ) LSL rim board. Yi6"-, Web stiffeners 6" g O each side at A3. W B1 B1 W required on both Hall - Toe nail-10d(0.131" both joist 6" L, 2 x D, D1 Closely grouped round Lz 2 x LZ 2 6- 61, V • sides of b t Toe nail, Toe nail, 1%"TJR Rim Board A3/A3W When sheathing ends at B4W ONLY No Held cut minimum holes are permitted IT minimum No fleid cut Do not cut( x 3")at 6' on-center 10d(0.13V x 3") 10d(0.131 x 3") TJIR rim joist only)or thickness exceeds/", 12" Web stiffeners required Do NOT holes in (applies to all holes the group perimeter Holes in Holes larger 13 y) min. End of joists at hatched meets requirements for hatched + at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes In cantilever except knockouts) q than 1/2-in For rim board thicker than 1/ centerline :ones round or square holes. zones cantilever TJI®rim joist at rim board and 62W ONLY reinforcement. q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blockingpanels may be required pp q at 6"on-center* P P g Blocking panels may be required with braced/shear y q Minimum distance from edge of hole to inside face of nearest end support ZO N* sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2�/ 9 P Y a B3 63W with braced/shear walls above or g4 e ppAl Al W CA2 A2W rim joist per A3 detail. A3 A3.1A3.2A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O O *For additional installations specifications see Rim Board A3.4 e * DEPTH rJl®For additional installation specifications see Rim Board Details and Installation in e A3.1 A3.2 A3.3 P O 2„ 3" a" s„ 6-0 r s'/" it 13„ r• 3' '- 5" 4'.6 7" s'/` 11" 13" O O O Nail through 2x cantilever,wood backer and Details and Installation in Weyerhaeuserinstallation Guide 110 r-o" r-s" 2'-0° 3'-0" 5'-0" r-o^ r-s" 2'-s" 3'-s^ a•-s" � N 1%"TJR Rim Board or 1Y"TimberStrand® LSL. Blocking TJIR joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-6" 7-6" T-0" 5'-6" 1'-0" 2'-0^ z'-s" a'-o^ s'-o" r'Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ 9001. for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y" 230 1-s" 2'-0" 2'-6" 3'-s" 5'-s" 1'-0• 2'-0" 3'-0" 4'-0" 5'-0' - top and bottom flange.Nail to blocking panel Use 16d 0.135"x 3%")nails with 3%"TJI® 360 1'-s^ 2'-o' T-0^ 4'-0" 6'.0" (`I ( 1'-6" 2'-6" 3'-6" 5'-0" 5'-s" with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'-0" 7'-0" 2'.0" T.0" 4'-0" F-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- t 1 schedule. 110 r-o" r-o^ r-s'• 2'-0° r-s" 3'-0" s-s" 1'-0° r-6" r-o" 7-s" 4'-s" F-o" 6'-0^ # 1/e"TJR Rim Board 1/a°TimberStrand® 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" T.6" 6'-0" 1'-0" 1'-6" 2'-6" T-0" 5'-0" 5'-s" 6'-6" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, Illy.. 4-0"length of 8"diameter maximum hole for 117/6"- block.Use 4'-0"length maximum for blocking panels 9/2 deep Attach reinforcement to Joist 230 1'-0" 1'-6" 7-0" 2'-6" T-0" T-6" 6'-6" 1'-0" 2'-0" 7-6" T-6" 5'-6" F-6" T-0^ - „ one each at top and bottom flange. with one 8d(0.131"x 2%") 360 r-s" 2'-0- T-0" T-6" 4'-6- F-0" 7%0" r-6" 2'-6" T-6" 4'-6" 6.6~ s'-s° T.6" Q 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Yz and 117/"TJI® or shorter than 12"long. s6o 1'-s" 2'-s" 3'-0^ a'-o" 5'-s" 6'-0" a'-o" 2•-s" 3'-s" a'-s" 5'-s" 7'-0" 7'-s•' a•-o" 8"diameter maximum hole for 11 1 ", Do not cut flanges. Attach reinforcement to join nail at each corner one side at E2,both maximum for blocking panels 9/z joists. g F1 applies to 9 P � 110 1'-0~ 1'-0" t'-o" 1'-0" 1'-s" 2•-0" 3'-0" s'-6" 1'-0" 1'-0" 1'-s" z'-o" 3'-s" a'-o" s'-o" 8'•0" Web stiffeners Y6"-16"deep blocking panels;6" sides at E3 deepor shorter than 12"Ion with one 8d(0.131"x 2Yz") Horizontal blockinguniform) g' ® nail at each comer y 210 1'-0" 1•-0" r-o~ r-F' 7-0" r-s^ 3'-s" s'-o^ r-o~ r-o" r-o" 2'-F' a'-o" a'-s" 6'-6~ 8-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ Rim Board 1Y" panels between each loaded joists 14" 230 1'•01, 1. Load 1'-0" 1'-6" 2'.6" 2'.6" 4'.0" T-0" v-0~ v-o" 2'-0" T-0" 4'-0" 5%0" T-0" 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'-a' r-0" r-6" T-6" 3'-6° a'-o~ 5'-6" 8'-0" r-0" r-6" 2'-6" 4'•0" 6'-0' s'-6" 8'-0" 9'-6" v 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood D: v� 560 r-0" r-0" 2'-0" T.0" 4'-6" F-o" s'-6" 9'-o" r-6" T-0" 4'-0" 6-0" T-0" T-6" V-0" 10'-o" Yis Do not cut flanges. 11/8"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a� �e� ���11 210 r-o° 1'-0° r-o~ 1'-0" r-o~ r-s° 2'-6" T-6" 6'-0" 1'-0" r-0" 1'4' 2'.0" T-0" T-6" V-6^ 8'-0" 11'-0" O TimberStrand® LSL.Nail with one side at E5, 3 �R`ee Gae�da° 16„ 230 1'-0., 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" T-0" 4'-0' T-0" 1'-0" 1'-0" 1'-0" 2'•0" T-6" 4'-0" 7'-0" 9'-0" 1V-0" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 12"length of/" 1112�\e�e� `��0 360 r-0" r-0" r-0" r-0" 7-6" 7-6" 4'-6" 6'-6" 9'-0" 1'-0" r'-0" r-6" T.0' F-o" 6-6" 9'.0" 10'-0" 1T-6" each at top and bottom flange. joist web with 3 rows Full depth vertical °at\ gar lu���reinforcement On one side �� ° 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" blocking between at E7,both sides at E8 F1 �e� a- s" 6" T' s" 10" 1z" 1s„ 17" a" M�f!31'-O' s 10' 1z' 1s" 1r10d(0.148"x 3")nails at 6" 9ttach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" 1'-0" 1'-0" 7-0" 4'-0' F-6~ 10.-0. v-0" 6'-0" 10grO2x4 minimum to joist flan a with Y2" 7/ Less than 5" ess than 5" 1s"1 9 2' t� rows with 9 and 11 sso r-o° r-o" r-o° r-o~ r-o" a'-s" T-o" 1r-o° 7-0" 1r '-s° squash blocks p 8d(0.131"x 2Yz ) ails at 6" ad`� TJI joists. 20" " n ® 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8 '0" 15'-6" IV'TJ Rim Board or 2 �� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 560 -0" r-o" -6" 3'-6" 5'-0" T-0" 10 '-s^ P CS Use 2x4 minimum squash blocks to o Face grain a+ Y minimum 1Ya"TimberStrand^ LSL. tt` both sides,stagger nails. 1„ 23/,"maximum Table B - Intermediate or Cantilever Support transfer load around TJI®joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2"TJI®joist flange widths Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and (1Y"for TJI® Nailing: 9 pport bottom flange. Option#1: 560,560D) See sizes below. JOIST rJi� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" s" 6Y" 7" 6%" 11" 13" blocks installed at joist-span Web stiffener both sides. adhesive to ail Y.J p See sizes below. *With point load from above,and no support 110 7-0" 2'-6" T-6" 4'-6" 7'-6" 1'-6" 2%6" T-6" F-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations usin p pp Hanger height must ® g g 210 2'-0" 2'-6" 3'-6" 5'-0" 6'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" contact surfaces below,install web stiffener tight to top flange 9%- g g Double TJI Joist Filler Block: Hanger Backer Block:Install tight MaximumYa"overhang Flashing two 8d(0.113"x 2%") � Tight fit* (gap at bottom flange) 230 z•-s^ 3'-0" 4'4" s'-s" a'-s" z'•o" 3'-6" a'-s" s'-s" 7'-s" be a minimum of60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. p p 9 ( 9 P � nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofloist depth nails when possible. flange with face mount hangers). spa 2%"screws, Depth Minimum Web Nailing Requirements 560 T-6" F-0" 6'-0" T-6" 10'-0" 4'-0' F-6" 6'-6" 8'-0" 9'.0" Treated 2x_ �s TJIR Joist Series Number Nails 110 r-o" 1'-0" r•6" 2'-6" a'-o" 4-6" 8'-6" r-0" r-6" 2'-6" 4%0" T-0" T-0" 9'-6" ' Clinch nails when possible. ••.j led er .�1° a�^• typical (in.) Stiffener Size Type g Qi(�` End Intermediate 210 1'-0" 1'-0' 7-0" T-0" 4'-6" 5'-0" 9'-0' 1'-0" T-0" T-0" 4%6" 8'-0' 8'-0" 10'-0" :•• See fastener 1 1 „ 110 All 5/"x 25/6"i„ 11'/„ 230 t'-0" 7-0" 2'-6" T-6" 5'-0" F-6" 10'-0" 1'-0" 7-6" T-6" 5'-0" 8'-6" 9'-0" 10'_s" r`^ 1/B"TJR Rim Board or 1/a ' ••:"••: ., table below.Maintain 210 All Y�"X 2s�6"") Sd 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" Top mount 2"distance(minimum)from TimberStrandR LSL. Option#2: 230&360 All '/"x 2s/g'"i (0.113"x 2%") 3 3 110 r-0" r-0" r-0" l'.0" 2=0" 7.6" 14-6- 8'.6° r-o" 1=0° 6'-0" 2=s° 1s'-o" 1s'-o" 1s=on 1z'-o° hanger edge of ledger to fastener. 1 2X_strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'•0" 2'.6" T-0" 5'-6" 9'.6" 1'-0" 1'-0" 7-0" T-6" F-0" T-0" 10'-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x4(2) t 14" 230 11-0" r-o" 1'-0" 2'-0" T-6" 4'-0" 6'-0- 10'-6" r-0" r-0" 7-6" 4'-0" V-6" T-s" 11'-0. 13'-6- ace mount Allowable Load(Ibs) (0.135"X 3Y2") 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger both sides of web y"screws per joist,typical g p Fastener %"TimberStrand® 1%"TJ®Rim Board 18' 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6. 6'-6" 9'.6" 13'.6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI^joist LSL rim board 16d 1 Option#3: 560D 20 2x4(2) t „ 5 5 210 1'-0" 1'-0" r-0~ -o" 1'•0" T.6~ 6.0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-s" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of /2'lag bolt 610 480 Direct/ applied ceiling22"(3) (0.135"x 3/ ) 6 11 16„ 230 r•0" r-o" r-0" r-0" r-6" 2'-0" 4'-0" 6'-6" 1T-0" r-0" r-0" r-o" 7.6" 5'-0' 6'.0" 1V-6" IT-6" 16'-6" With top mount hangers,backer block required only Y pP (3) 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 7-0" 4'.0" T-6" 8'-6" 13'•0" 14'-6" 17'-0" H 1 hanger do not laterally support at HZ H3 , _ 24" 6 13 3 R. for downward loads exceeding 250 Ibs or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one Of W 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11 0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" least/"of TJI Joist top flange LA P Y O conditions.For nailing requirements see page 5,TJ- O (1)PSI or PS2 sheathing,face grain vertical 9001, Weyerhaeuser installation Guide for Floor and the bracing options above is required (2)Construction grade or better 4" s' 6'• 7" s' 10" 12' 15' 17" a•' s•• 6•' 7' a" 10' 12' 1s 17' Roof Framing,TJ-9001. 3 Web stiffeners are alwa s re uired for 22"and 24"TJIR 560D Joists 18„ 3so r-o" r-o^ r-o" r-s" 3'-0" 6'-0" s'-o" 1F-o" 1-0^ r-6" a'-o" s'-6" 9'-0" 1a'-s" 16'-s" 560 1'-0" 1'-0" 1'.0" 1'-0" T-0" V-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8••6" 11'-6" 16•-6" 1 B'-0' 20'-0" FASTENING of FLOOR PANELS 360 r-0" 1'.0" 1'-0" r-0" r-0" 3•-0" 6'-0" 1T-0" 15'-6" r•0" r-0" r-6" 4'-0" T-0" i7-6° BEAM DETAILS 20" m Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES sso 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'6" 12'-0" 16'-0" 1'-0" 1' 3' 14'-0" TJI®i111z) Rim Board 1�" TJID'Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. Nail Size 110,210, 360 and Y•• ®RI 1Ya" TimberStrand®LSL Microllam® Parallam® + + • Leave y"of web minimum at to and bottom of hole. DO NOT cut oast flanges. 'I ' t n W m Q a TJ 9/z"or 9Y2"or 14"or 9/"or 14"or 18"or z 14"or 18"or (minimum) P 1 ++� V Z I W Z BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 11Y/:, 14 11'/e• 16" 11�/" 16" 20" Ills„ 16" 20" • Tables are based on uniform load tables in current design literature. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL g } Z <d� Z it 8d(0.113"x 2Yi),8d(0.131"x 2/2 ) 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+Y/" 2x6+%" 2x8+Y" 2x12+ 2 Two Two Two - - -1 t3 Q _1 W 1%"TJR Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole may be located _ 10d(0.148"x 3"),12d(0.148"x 3Y4") Y Y 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 ((� \ W 1 at the center of the joist span provided that no other holes occur in the joist. v r 1/a"TimberStrandR LSL or IS not continuous over 8„ 6„ Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+Yi' 2x10+Y' Not r Q 16d(lswhex sing 6" ai Filler long long sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams Z IL Z T- o blocking for lateral support header Y a a applicable - JU Z (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 _ � 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) 1.55E TimberStrand® LSL Headers and Beams p- W _ ® W Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI (5 joists. e „ Y „ Y „ -1 - 2 For non-dia hra m applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. (Detail F1 / or/ / or/ / or 1"Net 2x6 2x8 2x12 Q plate is not Continuous ( ) P g +PP P p gg or H2) 2 x diameter of the � � m W Q over column (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. O } < X Top mount 4 Can be reduced to 4"on-center if nail enetration into the narrow ed a is no more than 1 Y8"(to avoids splitting). /1)if necessary,increase filler and backer block height for face mounthan�ers and maintain/s"gap at top of joist;see detail W.Filler backer largest hole(minimum) Q(� •� ( ) P g P 9)• block dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filler blocks). N (� hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 Y/"(to avoid splitting). Y3 depth i/� V / Q Q (1N Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings su usede Allowed hole zone Z Column Face mount g g P g g q g g p hanger wood from direct recommendations listed above. Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor VI L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. o O ■Nailing rows must be offset at least Yz"and staggered. ° y literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ° o 0 0 0 1.55 E TimberStrand®LSL ■Maximum nails spacing for TJI S joists is 16"on-center. Joists must be laterally supported at Header or Beam Maximunn Round - ' P 9 1 cantilever and end bearings by blocking Depth Hole Size f1 Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y4"-gY" 3` ® a rim board or rim joist. 6 6" 11Y4"-11 Y/a' 3%" TJ/ joist framing does not Fastener Installation Requirements 14%16" 45�" Fastener require bridging or mid-span E1 General Notes See illustration for allowed thole zone �."""•«fir•. , Piece #of Width Plies When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location q uniform and/or concentrated loads anywhere along the member. ;r�.•I 1.•. 'y'' b•", (. l"tln ' 1 �,?^o•i" try) sides,stagger fasteners on the second `ar��s��l' • Round holes only t�'y! 10d nails 3" 3`2j side so the fall halfway between No holes in headers or beams in lank orientation. BEARING AT 12" Y Y COLUMN 2 12d 16d nails 3 Ya" 2(2j One side fasteners on the first side. w " Screws 33/a"or 3Y2" 2 24" HZ p •t, •:.., ,:.�i'� 10d nails 3" 3(2) DO NOT bevel cut joist r�r! <<J �1't �t f q Other Trus Joists Headers and Beams i`•`I i ? 12" Both sides ! AlO Rim board joint :1 3"' .. beyond inside face of wall. Microllam® LVL B r t f• r' �','p,'" 3 12d-16d nails 3 Ya" 2'2' E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL `�`� '' Y^ �• "�' 3 3Ya"or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across 3, 5" One side entire beam width.Otherwise,use face of support member. 9 (minimum) E largest minimum p `+9• '''"'t '�"""'�'.�•'°""0 Verify column capacity 10d nails(" 3" 3(2) One side connections for side-loaded beams. DO NOT cur,notch or drill holes In headers or beams �1 1 r- [- r� tt 1 and beam bearing 12d-16d nails(') 3 Y4" 2(2j 12 (per ply) d except as indicated in �u?` L5 length.See current 4 7.0 0 o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24, Both sides Multiple pieces can be nailed or bolted together to CST ° One side 0 form a header or beam of the required size,u to a TJI®rim joist 5"or 6" Both sides maximum width of 7" • • Microllam® LVL and Other Trus Joist®Beams 0 1Y8"TJR Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round -1 One side TimberStrand LSL. p = O 2 Screws 6/ 2 24" 3Y2" 3 " L A2 ® allowed hole zone Depth Hole Size middle Y span 4Y/" 1" Q (1)10d nails are 0 1z28"diameter;12d"bolts 116d h nails are of 14"ordiameter;screws are SIDS,SDW,WS,or Truss-LOK-EWPr"WPTM. B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 14 See illustration for Allowed Hole O COLUMN DETAILS (2)An additional row of nails is required with p greater. (31 When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. H1 Hole zone IL n• r General Notes � Q inn1L//_ i B2 • Allowed hole zone suitable for headers and beams with uniform loads only. Q 3 • Round holes only O O BEAM ON NAILING AT BEARING FLOOR No holes in cantilevers. Q ~ � m M COLUMN CAP L5 B3 No holes in headers or beams in plank orientation. OI �[ Q \1 TJI®Joist to Bearing Plate Squash Blocks to TJIR Joist 1 ® (Load bearing wall above) 1/s"TJ Rim Boarc or � \, 1Y"TimberStrand'E LSL. Joist may be shifted up to 3"if Use 61 Or B2 at Q V = N One 10d(0.128"x 3") P � � ,, \\ floor panel edge is supported B4 intermediate bearingsA � ' G - V }- nail into each flange Z One 8d(0.113"x 2y") and span rating is not exceeded. Q � � with load bearing or Joists are unstable until braced laterally O O - nail each side.Drive Do not cut joist flanges, braced/shear wall Q Q It_ nails at an angle at Bracing Includes: Plumbing Drop g • Blocking • Sheathing • Strut Lines Q IK 1 O a least 1Y2"from end. from above IL I- End of joists 9 s s �-� 3Y2°minimum ,�/ at centerline Hangers • Rim Board • Rim Joist V Ll COLUMN BASE 3 • intermediate bearing Also see detail B2 of support L2 T t j 0- Z 1/ minimum en1 bearing single-family applications 5Ya"may be required hr _� UJ � � v Z for maximum H1 Shear transfer.Connections equivalent capacity O r to floor panel nailing schedule • X Q � n Rim to TJIR Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building H C!- ". 1 ® R 60 rim joist:Toe o until braced. that are lying flat. materials on unsheathed p - N 1Y8"TJ Rim Board, TJI 5 I Additional joist is required if p t^ 1/4"TimberStrandR 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 0 I - TJIR 110 rim joist: nails,one each side of or if an rating is exceeded. O •' °. WARNING NOTES: beams or walls. .(r O p g Exterior Deck u P2 One 10d(0.131"x 3")nail TJIR joist flange TJIR 560 •'. O O LA DO NOT use sawn Lack of proper bracing during construction can result in serious into each flange floorjoist r, Attachment W "' �` Structural /umber for rim accidents.Observe the following guidelines: WO O TJIR 210,230,and 360 rim °i O board or blocking,INSTALLATION TIPS sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. io joist: O as it may shrink 2.Laterial strength,like braced end wall or an existingdeck,must be established at the ends of the bay.This can also be m ELEVATED 1 1 „ •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay, tV COLUMN BASE One 16d(0.135"x 3/2 )nail 1 Y4"minimum bearing into each flange Top View may not be required. o Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each F- Locate rim board joint between joists. 0 Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a Q •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Won-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 TJIR 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJIR joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. IV'TJR Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. '�s :w:':'•;' .': TimberStrandR LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 �':' �' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. Bearing plate to be I-MOIST DETAILS P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side cf member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"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 TWJoistlnstai/ation Guide, TJ-9006, which should be referenced for additional information. -