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��o�OSNFfOL1�CpGy Town of Southold 8/28/2022 P.O.Box 1179 0 .� 53095 Main Rd .y�dl ��o�'s'�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43375 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2670 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-56 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45904 dated 3/10/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered front porch,rear stoop and attached garage as aapplied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0035 8/2/2022 ELECTRICAL CERTIFICATE NO. 45904 7/19/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 C a es Sand s 0 w ut z Signature �o�suFFnl,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY vow* �a 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#: 45904 Date: 3/10/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#2J At premises located at: 2670 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-56 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 n Ins or pF SO�Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 �� • ao sean.devlint'a-town.Southold.ny.us 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 2670 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45904 Section: 106 Block: 8 Lot: 56 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PUCcio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 68 Ceiling Fixtures 20 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 20 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 3g 4'LED Exit Fixtures EI Pump Other Equipment: ERV, 200A Panel 40 Circuit/ 25 Used Notes: New Two Story Inspector Signature: Date: July 19, 2022 S.Devlin-Cert Electrical Compliance Form Lot #2 Town Hail Annex Telephone(631)765-18.02 54315 Main Road Fax(631)765-9502 P.O.Box.1179 Southold,NY 1197.1-0959 ' BU LDING DEPARTMENT ' u I TOWN OF SOUTHOLD ` APA 2 2021 CERTIFLCA.T:I.ON l Date :1/,2 2/2.0.2.1.....:...... . { I q Building Permit No. 45904 Owner: John Popovitch (Please.print) 1 1 Chuck. Sanders. _ - Plumb Tech . :......:.:....::....:Plumber::.:.;......:.: ::. ......:::..,.:>:: _:,........,...:...::..;.::.:>:•. ::.::..:: .: ..:::::..::.;:.: ..:.:..:.:,...:: .. .... .. ..... . .. .. .... ... . ..... . ... ..-. .... .. � � (Please print) i I certify that the solder used in.the water supply system contains less than 2/10 of 1%' lead. 1 '1 (Plumbers Signature) Sworn to before me this day of '."�Gl/'�1 ,. 2Uo)-� ��.���NCENT �J� •''...... = N COM Cp�NN fAo5-73221 XP TM Notary Public c�i�. .: '.,��F0 Ge:4 IC .. 4Z4 N.� /::.Couitiy: , N 4 . i 9 VS Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G:. Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD EDAUG 1 0022 C:ERT•IFICATIO,N...... BUILDIRG DEPT TOWN OF SOUTH1,;D Date: - �.. Building.permit No. S 4 Owner: S1 CA (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Signature) Sworn to before me this day of # yincep FNSIL Notary Public, . :( �. -:.County ,,�Wk v , ' ® a0E SO(/TyO to # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND. [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK ro imo A V(P K 4 0 bavv(16 Q/"�� 0 QQY( 4� kox1v f�OF,LA 4, L DATE5) '76 Llocv INSPECTOR D �pF 50Ujy * # TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 INSPECTION [ZOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION � PRE C/ REMARKS: SLjoyAn G - DATE INSPECTOR 7d �� O apFSOUIy TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING . [ ] FINAL [ ] 'FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE q4hon INSPECTOR IV L) K��q �aOF SO(/l�,° * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoutm,N�' 765-1602 .INSPEC" ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND " [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE"RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: 0 V OK tl( 04 • TX V�j s Pre,id. 4 DATE Ii INSPECTOR �o�apF SOUT,yo� 0 cf v [ ® +etA * # TOWN OF SOUTHOLD BUILDIN DEPT. 765.1802 :a. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oDATE -INSPECTOR �a O Of SOplyo6 N TOWN OF SOUTHOLD BUILDING DEPT. �`��ux►v ''� 765-1802 s ; INSPECT ON [ ] FOUNDATION 1ST ° [ UGH PLBG. [ ] FOUNDATION 2ND._ [ .INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: 69 v k VC"A- �tl all IV )\* o L Awl 0A I wv� Nw` G S • ury Gz� 1 DATE 'Y°1 . 'YI INSPECTOR ti����F SOGIyo� L T& 70 544LA Ili # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND f .] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j�] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CO-1-1 IM Ae r :o f ArQ��' �- a LUQ l" DATE S 2 INSPECTOR SOUIy o� o # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND " [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [VI FINAL IV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] :FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: " ,�lt 04 ( V ld G . e✓� I &fn 0a 6k-., Clo� OEN DATE INSPECTOR IV k, -7 0 / OF soOlyo� L4 S9,0 H IL(,o r # TOWN OF SOUTHOLD BUILDING DEPT 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) MELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE 71 Of INSPECTOR "` RtM/Rate - Residential Energy Analysis and Rating Software-v16.0.4. New York compliance Certificate-* . Project Title: WW'Home 1000-106-8.56 Projected Rating: Based on Plans FieldConfirmation Required. Report Date 2021-02-1'0 Data Filename 2021_012 2670 Stanley Rd.P.CC.blg Energy,Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days ' 5294 HERS Index 56 Construction Site ' Owner/Agent Designer/Contractor HERS Rater 2670 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2670 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviatiori from these'specifications should be brought to-the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr): ,4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9,5% Better Than Code (UA)., ,{ 2.7% Gross Area Cavity Cont. Glazing or Door Assembly. ::, or Perimeter .R-Value R-Value . .U-Factor, , UA Ceilings.: Roof 1: R-39 SPF SA 1226 39.0 0:0 43' . Above-Grade Walls AG Wall 1: R-20 Batt+Rigid ;2185 15.0'' 5.0' 122' AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate- Residential Energy Analysis and Rating'Software v160.'4 This'information does not constitute any warranty of-energy costs or,savingsi ©1985=2020 NORESCO, Boulder,•Colorado. REM/Rate - Residential Energy Analysis.and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing-or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5.0 0' Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond - attic 23 13.0 0.0 0 Window-1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280.-- 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30,,SHGC:0.-30 21 0.300 6 Door 3 22 0.220 0 Infiltration Htg: 3.00 Cig: 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. REW,,Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not-,constitute any warranty of energy costs or savings. 0 19851-2020 NORESCO, Boulder, Colorado. Page 2 of 3 RSM/Rate - Residential Energy Analysis and Rating Software 06.0.4 New fork complianc Cert;f' ate Name-Title Signatu Date Y REWRate-Residential Energy Analysis and Rating Software v96.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection,' Checklist - Property Organization HERS Oasis at Mattituck, Corp. DAmaeo'Engineering': Projected Rating 1 ` - 2670 Stanley Road 631-878-7808 2021-02-10- Mattituck, 021-02-10'Mattituck, NY 11952 Jerry.D'Amard °- Rating No:2024_0124- Rater ID:2614397 RaterID:2614397 Weather:Riverhead, NY Builder -' Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. _ 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 Building Information - Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 " Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times.the.energy,features;listed below will change in.the,field,from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any"changes to ensure thai,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 L l I. Sealed Attic: R-39 SPF SA(1349 sift) R-0.0 continuous insulation, R-39.0 cavity insulation. :.;. Name: main Insulation Grade: I, II III ..Faces/_Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned spaceand 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 condffloned sp'ke,arid,garage, R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / Inset. Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient ' R-5.0 continuous,insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 11 III Face / Inset,, Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- `Resiilentiah.'Energy'Arialy`sis land Rating:Software x16: Energy Code-=.-in-spection,.-:Chec.k-lislt, - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering- Projected Rating 2670 Stanley Road 631-878-7808 ':-;- :; 2021-02-10 , Mattituck, NY 11952 Jerry D'Amaro: Rating No:2021 012 RaterID:2614397 Weather:Riverhead, NY Builder f. , . , Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021 012 2670 Stanley - Rd.P.CC.blg Date:2/10/2021 Windows and Skylights :,• [ ] 1. Window: U:0.28, SHGC 0.31 DR (40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North f. ` Comments/Location [ ]' 2. Window: U:0.30, SHGC:0.31`'(45 s.f.; North),'''U= Energy Code.-. Inspection ;Checklist, Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineenhg'' Projected-Rating 2670 Stanley Road 631-878-7808 "'' 2021-02-'10' ' Mattituck, NY 11952 Jerry D'A6iaro% Rating No:2021_0.12:- "' i RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis,at Mattituck, Corp. ' 2021_012 2670 Stanley Rd.P.CC.blg ; - Date:2/10/2021 Windows and Skylights [ ] T. Window: U:0.30, SHGCA,31-(15 s.f:, NorthJ; U=Value:.0:300,SHGC:'0.310•' , For windows without labeled U-factors;describe'features: Name: W9 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31'(15's f:, North);-U=..Value: 0300, SHGC:'0.'310- For .310For windows without labeled U-factors, describe'features: - Name: W10 Orientation:North Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W11 Orientation:West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300,`SHGC-- 0.310 ` For windows without labeled U-factors, describe features: Name: W12 Orientation:West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.'310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: North Comments/Location REM/Rate`=ResidentiaFEnergysArialysis and Rating'Software•v16.'0A This'information does not-constitute any warrantV of energy costs ot'savings. ©1985-2020 NORESCO,Boulder; Colorado. Page 3 of 7 Energy Code Inspecti®n checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected,Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_01.2 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe.features: Name: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: West Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3:6 Comments/Location [ ] 2- Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9. Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount(1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate Residential Energy Analysis and Rating Software;v16.0.4 This information does,not constitute any warranty of energy costs,or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 4 of 7 Energy Code=-.lnspection-, Checklist '. . _-' Property Organization ,'. HERS Oasis,at Mattituck, Corp. DAmaro'Engineering Projected-Rating_ f� 2670 Stanley Road 631-878-7808 2021-02-10= Mattituck, NY 11952 Jerry D'Amaeo " Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley J Rd.P.CC.blg Date: 2/10/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount(1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II 111 Face / Inset J. i 1 Comments/Location [ ] 2. Wall: R-11 Paramount(177 s.f.), Between conditioned`space'and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III. Face / Inset"! Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist:-FF to garage (23;s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage "'''J'nsulation'Grade: I 11 ' " III Face %Inset' Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: I 11 III '' '' Face fi 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 -.11 III Face-/ In'set',� Comments/Location REM/Ratd Residential Energy.Analysis'and'Rating Soft4+iare'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:-- I'n' spection Checklist , . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering,, Projected,Rating 2670 Stanley Road 631-878-7808 2021-02-1.0 +, :, f: ° ;;; ,•, Mattituck, NY 11952 Jerry DAmaro Rating No:2021_012- RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: „ „ • New Home 1000-106-8-56 Oasis at Mattituck, Corp. 4+ 2021_012 2670 Stanley .. Rd.P.CC.blg Date:2/10/2021 . ;, . Mechanical Equipment [ ] I. Heating: Fuel:fired air•distribution, Propane,_961-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,_960;watts, No ECM Fan Motor. System description(make) Air Leakage Control `f [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50'or less at final'bt'owerdoor test. (Max CFM50 is-:,l 860) ] 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,to0utside and Total Duct Leakage., [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM C 25 Pascals REM/Rate.s.Residential Energy,Analysis and.Rating Software x16.0.4 This information does not constitute any.warranty,of energy costsor.savings. ©,1.985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy Code Inspection Checklist g P Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 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 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 7 of 7 REM/Rate - Residential Energy Analysis and,Rating Software x16:0.4•-.1.' . • :( ' -.New York C omptiah'te" Certificate Project Title:-New"Home 1000-106-8-56: Protected Rating: Based'on.-Plans Field Confirnnation Required. Report,Date 2021-02-10 " Data Filename 2021_012 2670 Stanley Rd.P.CC.blg Energy-Code 2018 IECC as amended in the 2020 New York State' ., •,:.: Energy Conservation Construction Code Permit#',. Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS.Index 56 LL Construction Site.. ' Owner/Agent Designer/Contractor HERS Rater 2670 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2670 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 j 631-767-4807 631-878-7808 Building Information = Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 _ Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification.•A'ny deviation from these specifications should'be 6rought'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; Pefforriiance Path' :Pass ;. Duct R-Value : Pass a,i .,,Maximum Energy Cost($/yr), 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA).: .: 2.7% v Gross Area Cavity Cont. Glazing or Door Assembly.. - . :': :.. .. .-. �, ,' or Perimeter.. ;R-Value:,; .R-Value ,:,U-Factor:r. ,,;UA . 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'=-ltesidential}Energy An alysis.aiid•Rating Softwarewl6':0.4' This information does n"ot constitute any warranty=of energy cost's or'savings: °' ©'1985'-2020�NORESCO,.Boulder;=Colorado: REM/Rate - Residential Energy Analysis:and.Rating 5.pftwareyyl 6:0.4,, •; ; ;�3 . 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 ` 1'32 13.0 ° 5.U. On Joist 2: Cond - garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond - attic 23 13.0 0.0 0 Window,1:.U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window-3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: .U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 1.77 0.0 11.0 10 Window 5: U:0:30;SHGC:0 30 ;', :':;; ;a:'; 21 •; ;: 0.300. 6-. Door 3 :r. 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,foryour,application.,I, ;, Builder or Authorized Employee _ C- 1 certify that the home listed above shall be'built to meet or exceed al't requirements of the 2015 IECC-as amended'by the 201'6 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 Rat1.9g.Softw4re,v1 .9,.4 This information does;not constitute any warranty-of energy,costs or savings. ©,1985-2020 NORESCO, Boulder,.Cotorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliapcp Certi ;Cate �Jeov �Mrnaro Z-10 20Z l Name-Title Sig ture Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings, ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering' Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_012 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to.ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1349 s:f.:) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and.garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face./,,Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate-Residential,Energy Analysis'and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy P Code Inspection - Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro, Rating No:2021_012 ; RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR(40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f.,,North), U-Value: 0.300, SHGC: 0.310 For windows Without labeled U-factors, describe features: Name: W2 Orientation: North Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: North Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: South Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: North Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 2 of 7 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jery DAmaro Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg " Date:2/10/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f:,'North); U-Value:'0.300, SHGC: 0.310 For windows without labeled U-factors,'describe"features: Name: W9 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300,-SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: North - Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W11 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation:West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: North . Comments/Location REM/Rate-"Residential Energy'Analysis and Rating'Software v1 6.6.'4 This information does not constitute any warranty of energy costs or savings: 0 1985-2020 NORESCO,-Boulder, Colorado. Page 3 of 7 Energy code Inspection checklist _ Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro : Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.big Date:2/10/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., West), U,-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: West Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under stab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This.information does not constitute any warranty of energy costs or savings. ©1985-2020_NORESCO, Boulder, Colorado. Page 4 of 7 nergy Code, -In-spect1 n . h ecklist Property : .Y -- Organization %= HERS ' Oasis at Mattituck, Corp. DAmaro-Engineering` Projected Rating 2670 Stanley Road 631-878-7808' = 2021-02-166 Mattituck, NY 11952 Je�ry'D'Amaro' ' Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley - Rd.P.CC.blg - - Date: 2/10/2021 Foundation Walls o - [ ] 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: I II III Face'/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount (177 s.f.), Between conditioned space1and`garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face-/1 Inset- Comments/Location Rim and-Band Joists°; [ ] I. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face'/ Inset" Comments/Location [ ] 2. Joist:,FF to,garage (23 As.f.),,Between-conditioned space and garage , R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage ' InsulationGrade: -1 II �'lll-" "` '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- L',' II III Face [ins et Comments/Location [ ] 4. Joist: 2F to attic(23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name:-2F to attic -Insulation Grade: I _--- JI-- III -, Face/'Inset'::' Comments/Location, REM/Rate'-'Re'sidentiaf Energy'Anelysis'and Rating-Software 06'A,4' This information does'not constitute any warranty of energy costs o'r savings: 0'1985-2020 NORESCO;Boulder, Colorado: Page 5 of 7 Ener Codelns' .pection �Chec.klist g� , Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering,�_l Projected.Rating;, 2670 Stanley Road 631-878-7808._;; ;:,, 2021-02-10,1 Mattituck, NY 11952 Jerry;D'Amaro .. „_ Rating No2021_01,2 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: ; New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.big Date:2/10/2021 , Mechanical Equipment [ ] 1. Heating: Fuel-fired air-distribution, Propane,,96.1,AFUE.,,. Make and Model Number, ; [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner,,.Electric, 1.5:1 SEER.. Make and Model-Number a >. 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.' (Mak CFM50 is: 1860);'` i [ ] 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)`' rr,; [ ] 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.-,ResidenXial;Energy Analysis,and,Rating Software,,v1,6.0.4 This information does, not constitute any warranty of energy costs or savings. m.1985=2020 NORESCO,.Boulder,,.Colorado.. Page 6 of 7 ' Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2670 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-56 Oasis at Mattituck, Corp. 2021_012 2670 Stanley Rd.P.CC.blg Date:2/10/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 D � � LD � v JUL , 5 �� . HUMIES LIPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2670 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 11, 2022 Outdoors Temp During Test: 80 of CAZDepressurization NOTE:Net Change=Test Pressure-Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.2 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.2 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heatr�g`Sy tem' Prima : Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other �. Fuel Tvne 2 Ventrng Tvne 3 Dia t ;S tp llae Sip Mage CO CO Circle:T e rascal: orst Case= (Nd`tural. � orst'Case) ,_ atural Rating: N—P r O_E_ N V_M_S✓ - Pa. Pass v, Fail_ Pass✓ Fail_ - PPM - PPM Yes ✓ Tom: Standard Tank ✓ Indirect Taukless Size: 50 Style Common Vent❑ Wtiter;Hetater° `'., Primary: No Instantaneous Commercial See Notes below Gallons 4 ] ( ) ( ) Stand Alone s a Venting:Tvne s Drat Sin llaQe;"" S iln late(Natural) CO w ^CD E rcten Fuel Tvne (Circle-Type) (Pascal) (Worse Case)- : (Worse Case) (Natural) EF: N P &10_E_ N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Healing System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 'Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater.Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: July 11, 2022 AUG 1 ING DEPT. lh brm 90106 02 CST Form 2012 Effective 1/.14,A F SOL)THOI-D Corresponds to BHI -2012 e Energy Rating Certificate Property �Iff New Home 1000-106-8-56 --1 Ratine: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, Corp. 05a, �Rting�)je: 2022-07-11 Rating Number: 2021_012 a 2670 Stanley Roadz F �''egTMW1 istr�C li?: 908177653 Mattituck, NY 11952 U,z 00 N Estimated Annual Energy Cost rn HERS Index: 49 o,i ++ Use MMBtu Cost Percent Efficient Home Comparison: 51% Better Heating 30.6 $977 31% General information Cooling 2.1 $126 45vo Conditioned Area 3643 sq. House Type Single-family detached Hot Water 15.1 $351 11% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 26.2 $1524 49% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 55vo Mechanical Systems Features Total 74.1 $3130 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.67 EF,48.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 113 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Q��j2, G(7" xYZ K 6� Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under .� j'0 I r Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.280, SHGC: 0.290 � Above Grade Walls R-20.0 Infiltration Rate Htg: 852 Clg: 852 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 726 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: J 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, Co rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. owns 3Y:Y t�x liCERT1F1CATE OF 1NSULAT1aNkwpnimt.»r�.;:FFi1 44i =i tta For the following home. Lot 2 -The Fields at Mattituck; 1000-106-08-56 STREET ADDRESS 2670 Stanley Road New York 11 952 CITY t STATE ZIP R-VALUE THICKNESS Closed-Gell Spray Polyurethane,Foam Rafter Says-5 Incises Attic No-Burn Plus ThS Intumescent Attic Gable End-wails-2 inches Rafter R-39:End-Wall R-13 Knauf Ecobatt R-15 PD Walls - Kralt4`aced 3.6 inches Knauf a-1't Basement wall Insulation Basement (draped'-batt) 3.5 inches Band Joist:R-13 aosed-Ce!)'SPF u lnturnescant Band Joist-2 inches Other.. The undersigned certifies that Knauf Insulation'products have been installed in accordance with-the manufacturer's recommended applications forthese products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street r—,--\ F5 H M STREET ADDRESS u Riverhead AUG 1 0 2022 New York 11901 CITY � STATE 2{P / BUILDIRG DEPT. Kai �G TO1fJ�,'OF SOUTFI' T i) 6-24-2022 SIGNATURE DATE Contractor's Submittal Material approved for use in project. KNAUF INSMA-FION, INC. 2610 Stanley Road,Mattituck �'`,r One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. , v�: QQ � 7C, Shelbyville,IN 46176 i ® Technical Support (317)358-4434 ext.8727 R CHECKED JUN 2 8 2022 i -r�r -{ny'pA,Z� ;.I is l� '-It r.iu 1i}SI�IT i(3ft_if'Yl ©2020 Knauf Insulation,Im, DATA SHEET Basement Wall Insulation �{AU R with ECOSE° Technology FOR THE WORLD WE LIVE IN.' DESCRIPTION ------------ - -:-... ._ _r _.--- --- - ----- --- ---- - - -------_._. ...--. Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: + . JOB: The Fields at Mattituck- Lot 2 a perforated facing that can be left exposed. It is also available June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOINGMORE FOR THE WORLD The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring Technology made using . o. '. bio-based . .- proper thermal performance. traditionally -. in.fiberglassprodbio-based APPLICATION binder . e out prod uctfogether, the product • New construction or for retrofit in existing homes -11 unique .. . . hce,and makes;it formaldehyde-free. SPECIFICATION COMPLIANCE All of our products are mae from e • ASTM 0665 such as recycle. glass and sand.And we're proud to • Type H, Class A, Category I I .• putting.glass bottles • IECC Code for a continuous R-value with a Class A Fire landfills.Our . .. 50P/6 rating with no further modification recycled glass Itotaling an average of 26 millionb6ttles eachtnonth. INDOOR AIR QUALITY • EUCEB Certified with ECOSEFS, Contractor's Submittal Material approved for use in project. -2670 Stanley Road, Mattituck Approved by D'Amaro Engineering and Surveying, P.C. �FORMS AVAILABLE 3 y R-Value DimensionsFacing� 3.5"x 48"x 60' � a R-11 PSK Perforated (White) 3.5"x 88"x 60' :3 ITIECHNICAL i DATA �Prop'e�rty( nit)r t t• -Performance > . ... � £ � �.k� l `1-', Tes rt= a ' 'M. ."�wk !`":""N;le`4 Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. A4 p Plus ThB N�®—B V R Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to P, . high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. I Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire — r performance prescribed. '1 ABOUT US ``- No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: (1 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly 2 1L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) -90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER=305,TER 1905-03 Intumescent Color Wheel&Tintina Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI30-09 pH. 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2670 Stanley Road, Matt.ituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying, P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the some specifications and 1-800-989-8577 quality,and will perform equally to the tests'performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburo.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made In the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation NAU with ECOSEO TechnologyFOR THE WORLD WE LIVE IN' . DESCRIPTION - - - --- ------------ -- -----<-_--_ -- --- ------- --- ----_._-----.. CONTRACTOR: ,Hunter Insulation - _. EcoBatt batt insulation is acost-effective thermal and acoustical The Fields at MattltuCk.- Lot 2' barrier for energy-efficient construction. Ecobatt insulation JOB: products can be used in new and retrofit wood and metal frame DATE: June 28, 2022 applications in residential, commercial and manufactured housing structures..High Density (HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MO'•„Er WE LIVEIN. Free batt insulation is flangeless kraft-faced batts that friction fi't Insulatione ee are between 16” on center wood studs, eliminating the need to staple. made jusing,ouf,patented, bio-based binder-a smarter alternativeto t e phenol/formaldehyde 'binder APPLICATIONS traditionally •e in fiberglassproducts. - bio-based • Cavity walls, exterior and partition walls, floors, ceilings, binder . e oqr product'.toggther,gives,the product attics, basements and crawlspaces unique ...-.rance ana e .- e- SPECIFICATION COMPLIANCE All of our products e from e • ASTM C665 (facing); !such as recycle'dglass and sand.And e e e e • Type I, Class A, (Unfaced) bepufting glass,bottles back e work rather than into • Type ll, Class C, Category 1 (Kraft) landfills.Ourploducts are madee 0'. • Type III, Class A, Category 1 (FSK-25 foil) recycled e bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M with S • State of Minnesota INDOOR AIR QUALITY • -�T��jJ il.w • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2670 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. ,vl�^ .,��,,._ 'S;t�••.:,€ �Rss�--„n"�r. — � r^•-wa�,.y �...f --. ;�.,'q ' ^'Pr�o ert (Umt) s � - p y ! f Y Test^ u` I?erformance 4 rt .srgrrF^ Cn, ' Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced: 0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings:25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. FOUNDATION(IST) ® r Fri "RiTWIMPMERM&I,M, ROUGH FRAMING& PLUMBING INSULATION PER N.Y� 8TATE ENERGY CODE iii l�'l ' 'r� � � .-L•!�il.'�►.�• - r�f� No,T W" rM74 � � �fI�#t �fR.WM' ► De • 2— 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 https://wNvw.sotitholdtownny.gov Date Received APPLICATION-FOR BUILDING PERMIT V For office Use Only 17 PERMIT NO. Building Inspector: L) FEB 1 9 2021 ,-Aiplldaii6ns a4fqririsrnust,b06d out in their entirety.1n cPnnplete plicationt Wiil'n iE;d, `aP dil 66 a�c6P ;Wo�.ire thq.,,�',Oplicarit ii 66fth w T, ow i0in fbirrilf e,qpip ete Date:February 18, 2021 ,OwN ER(S)0 P�qPER Name:Zenith Property Group_ SCTM#1000-106.00-08.00-056 Project Address:2670 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 I Email:mon u mental propert @yAhqq.corn— y Mailing Address:3080 Route 112 Suite B Medford NY 11763 ,CqK4q PERS,PN. Name:Christopher F Dwver Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email: lkma.com [ ES77777 !4NPROFES5IONAL INFORM�T 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(cD-Ikma.com 6XNYgAdbk'IN ItMAh0k:, Name:Oasis at Mattituck Mailing Address: 3080 Route 112 Suite Q Medford NY 11763 Phone#:631-767-4807 Email:pete,r@Mpoprrle!gq,hgmebuilding.com 'DESCRIPTION.OF PROPOSED,CONSTRU ii New Structure ElAddition ElAlteration ORepair ElDemolition Estimated Cost of Project: Dother Will the lot be re-graded? RYes El No Will excess fill be removed from premises? RYes ONO r ,PR0PERTY,lNF0RMATI0N. Existing use of property:Vacant 9 Y t Intended use of property:Sin le Famil Residence _.-__._......_................_..._.._____ ._._._.... .. __-......__ _. ......__.___._. _.. ._..____..____.____.._...__w__._.-._....___ _ ... ..._....... ._._.._.......,__M_..__..._.._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? @Yes El No IF YES, PROVIDE A COPY. Chbc'k$tax After Reading: The owner/contractor/design professional is responsitiie for ail drainage aiid stoim wraterissuds as provided by, Chapter z38,of.the Town Lode.'APPLICATION i5 HEREBY,MADE to the Building Departme'nt.forthelssuance of a Building permit pursuant to4e°8uildirg Zone Ordinance of-the Town of Southold,Suffolk;County,New,York and other:"applicable,'Lawst3rdinences orRegulations,ior;the coiiamciion of buildings,'. = addkibns;alterations or for removal or demolition as herein described The applicant egraes,to comply with all appiirabie laws,nrdidaricesi bullding code, fiousing code.and regulations olid to admit authorized Inspectors on premisei and.in buildings}for necessary inspections.Faise statements made herein punishahie as a Class A:rrrisdemeannr.pursuant to Section 210 49 isf the New ltork State Pettai Law `=c, Application Submitted By(print name):Christopher F. Dwyer @Authorized Agent ❑Owner Signature of Applicant: - Date: February 18 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Swor%before me this L?'-day of February 2021 Notary P lic NOT4�Vpvl spl ve We PROPERTY OWNER AUTHORIZATIOItolw/62r%c a%�, (Where the applicant is not the owner) monl�s,q 00 e I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behal to the To n of S Id Building Department for approval as described herein. c7 /� o2j Owner' Signature ate John Popovitch,Zenith Property Group LLC Print Owner's Name 2 �o�g�FEOL,�cO Gy< BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �O! far Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 1 Date tkVey4rr 3 2021 Customer Name j r AElectrician Name Address 'a 6 52Phone — C)a P3 e-mail a-mail' 0(D- _jp . GC Phone License# Size_a0Q _A Phase Overhead Underground x #of Meters Remarks / #of Underground Laterals 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifi is va for-Milau from the date abp Authorized by - - Fat v \v� U LDING DEPARTMENT- Electrical Inspector Nod o 201 TOWN OF SOUTHOLD Ttown Hall Annex- 54375 Main Road - PO Box 1179 o • Buy of Soup1-D Southold, New York 11971-0959 TOw� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov - seandl-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Name: License No.:..4806-ME email: _ Phone No:65 -S9q-Q g 01 request an email copy of Certificate of Compliance Address.: u✓J&yi RQQd C-Q-Q-h--A( MlDnCht,5 NA WISH JOB SITE INFORMATION (All Information Required) . Name: %SlS Out mcylt 1 Address: (P 7 0 S N Cross Street: Phone No.:(�31- -pII Bldg.Permit#: q1590 Il.� email: m Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service:_ _ New Dwelling with 200amp U.G. service!- New ervice!New Dwelling with 200amp U.G. service! Check All That Apply: Is job ready for inspection?: EYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On PAga IO l 11-3�J Temp Information: (All information required) Service Size Z1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead #IUnderground Laterals Z1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP -Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �,` 45,��� ,�gUEFQt �� U LDIN(i DEPARTMENT- Electrical Inspector t, TOWN OF SOUTHOLD fz � ® Town Hall Annex - 54375 Main Road - PO Box 1179 a EP y }}' �owN�F Sou-nioLD Southold, New York 11971-0959 .� �O: Telephone (631) 765-1802 - FAX (631) 765-9502 �' rogerr(a)-southoldtownny.gov — seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: qt Company Name: Puccio Electric Contracting, Inc. Name: License No.: 4806-ME email.: ,co Phone No:6S 0-99y-a, g M1 request an email copy of Certificate of Compliance Address.: W n (IQ 5 JOB SITE INFORMATION (All Information Required) Name: C6,5115 `& It I+u Address: (p ® 5 N Cross Street: Phone No.: & Bldg.Permit#: email: 1 12 tA aWeArr) Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp I.I.G.service New Dwelling with 200amp U.G. service New Dwelling with 200amp U.G. service Check All That Apply: Is job ready for inspection?: -:ZYES []NO []Rough In ❑Final Do you need-a Temp Certificate?: ✓ YES ❑NO Issued On tAf)Ct. Qk,,J ))-3ZI, Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals Z1 02 ❑H Frame ❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION cK a3o Electrical Inspection Form 2020.xlsx /_,� PERMIT# �-� Address: Switches 'Y° �"`/ l �t I I ► 1 I ( �1° 1 vIli' Outlets i Wil' GFI's I Surface leo Sconces Z H H's UC Lts Fans Fridge HW Y�. Exhaust Oven (�} i,� W/D d Smokes DW Mini Carbon Micro ( Generator Combo Cooktop Transfer AC- AH Hood 1 Service a. Amps tHaave'l Used Special: Comments t s A S C.7) �� r . S r AC - . CGNI�� PUCeio Electric Electrical Permit# 21 Froatein Rd.Center Moriches,NY 11934 Office:631-874-2098 Fax:631-87.44086 Lot N Lleensed Electrician Wwtv.pucciodectriecorli.com Job Name&Address: �19,-f � - Lights Pool/Spa 20 Hi-Hats Pool L' ht 01 12 Outlets Swit (es) �. /I,— Flourescent Lights P p 3 Smoke Detectors utlets Switches Ps _Smoke/CO Combos Ti r GFI's Brea r(s) —1--wo' Ceiling Fans Sub-Pan A—" Exhaust Fans Bonding Fan Speed Controls Washer E Dryer (GAS/ELECTRIC) Stove (GAS/ELECTRIC) Fireplace (GAS/ELECTRIC) ll/Septic Line A/C Unit i Dish Washer 7 _Outside Lights Dual Function Breakers GEI Breaker(s) Are Fault Breaker(s) Panel �O 6 AMP _Total Breakers Breakers Used �_ Heat Detector ve mj�idd Df NIF n RRE ROW LLC SITE PLAN DATA : C", 1..� 50' WIDE INGRESS/EGRESS : : .::...:::;::ZENITH PROPERTY GROUP LLC 1PROJECT EASEMENT L, 11637, P. 114 .. ........ 2670 STANLEY RD., MATTITUCK NY 11952 % ��JLOCATION 1000-106.00-08.00-056.000 RUTH ROAD SITE AREA: 61 ,994 SF /1 .423 ACRES NIF47 (PRIVATE ROAD 50' WIDE) LIMITS OF GRADING: 43,400 SF 0.99 ACRES UGO RONDINGNE DEVELOPED OT NO WELLS LOCATED WITHIN 100' PUBLIC WATER N 6 8 011/1 0r E 329,481 D e� SEDIMENT ON SITE k Hills Matti�L C 8, 6 SILT FEWNG 45 m 'URAL, VEGETAT117M RETENTIEN 7'1 NON DIS TURBA WE -/BUFFER .41 -kk /7 Sop, PN 6 A i� . . . . . . . . . . . 0 >�2 L;: j . . . < . . . . .. . . . . . . . . . . . . . D ............ CTION ENTRANCE-FOUNDATION ... ........ OF OOMPACTED 3/4'STONE KEND OR N.Y. . . . . . . . . ---- ----- PROP. SILT FENCE, STATE D.O.T.APPROVED Ft.Ck FILL To IS' LIMIT OF GRADING . . . (T.YP.). =1 ABOVE EXISTING GRADE MR . . . . . . ... . . . . . . . . . . . . .. ED AS -DETAIL Y'7 J PLAN VIE 4: 2 G, ............ 80 SITNG R 0 A D 79' A. k A ENTRANCE-FOUNDATION OF COMPACTED 3 7 3/4-STONE MEND OR N.Y.MATE D.O.T.APPROVED RCA 77 ---- ----- ---- ----- - ------- SLT FENCING FILL 7018"(Min)ASM EXISTING GRADE FOR DRAINAGE LOCATION MAP _3t 6 CROSS SECTION SCALE: 1 1,000' Z55 - TEMPORARY CONSTRUCTION ENTRANCE 4 N POOL SCALE: NTS 20'X4 (97, B.W. 0' INGROutq) roo, DW2 8" THICK REINFORCED CONCRETE COVER BELOW GRAD CONCRETE SLAB E E E _79 _b SURFACE AS PER SITE PLAN 77 b,3f c 0 x C4f . --- ----- 4 < tl 1�05 P4-1 ;,,�-1,,,r� SOIL srOC RECAST CONCRETE AREA 500 KP! PERSPECTIVE VIEW _j C:) N CHIMNEY 4 _2� D 36 MINIMUM 2 x 2 SI.Y. SEDROO ES GARAGE W/ UN cn NIS ED FENCE POST Z75.5BASEA4 0 _j z >5 IM1111 19 on m 0 7 WOVEN WIRE FENCE ED CE] m Em (6 x 6 - 10 10 WWF z DWI 8" ADS DRAINAGE PIPE CL L) ®®®® ® 6" ADS DRAINAGE PIPE FOR FILTER CLOTH _j < TRENCH DRAIN ONLY. c < 1111M m 15�9 r -POR \,.. \I Lo Lu 0 76- _rb < ST L c z Pf NO I t -0 ®® ® ® EMBED FILTER CLOTH 0 13 CA 0 MIN. 6* INTO GROUND > 13 12 CQ ?_ bi LIP NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET -74 n SECTION DETAIL CRAVE SAND & es GRAVEL FILL. CO, GROUND j cl, (7) SILT FENCE DETAILS 6��AS WATER AREA 2'-0" Mir, 8'-0" Diameter & PROPOSED TRENCH Mir, CLEAN SAND & 71 GRAVEL FILL. - ------ DRAIN W/ 6" ADS -4 -DRAINAGE-PrE TO 2" HEAVY DUTY BAR GRATE, HOT 0 OAO�� -1=80,001 DIPPED GALVANIZED, 1.5- O.C. R,=215 ..... ...... DRYWELL TYPICAL SECTION @ LEACHING POOL (DW) 0. ESoale:NIS z 3/4- DIA. 0 DW3 _T ANGLE FRAME HOLE 4" _PW V) -70- 71 DEEP FOR 7,9 CONNECTING 7 PIN N , 11 70 6 1-1" 1 *--�W—W—W_w 69 �11 il A —W 69-- w/ w 4- A 0 1 W__1W PROPOSED SILT 4_ 7 FENCE AT ENTRANCE ,.---ROOF LEADER T ------------ PROPOSE co .1,70 END VIEW VARIE W__ ------ ...... '00/ CONSTRUCTION —W------ TRANSITION CAST IRON CLEANOUT "T" -------�___ BRANCH WITH BRASS OR CR�Y BRONZE THREADED PLUG PLAN % > 6PRI V4, C3 D W---w 6'-3 -�E 6 1-1. :71 -2 NOTE W____ 4" CAST IRON PIPE 1% MIN. PITCH- GRADE 1. CONCRETE DESIGN STRENGTH PER ASTM C31, 4,000 PSI AT 28 DAYS 2. REBAR ASTM A-615 GRADE 60 Do 3. WELDED WIRE FABRIC ASTM A-185 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING r 0 T 0 SITE PLAN SCALE: 1"= 20' 8" ADS 4* SOLID BLOCK _0 LEG17-ND: 0 20 4 i 0 Feet SLOPE 0 1% OMIT END WALL FOR INSIDE SECTION SECTION A-A .5 [:,71 PROPOSED BUILDING ROOF LEADER DOWNFALL DETAIL 0 DEPTH EXISTING TYPICAL TRENCH DRAIN 1-1 GRADE N.T.S. >_1 (L) PROPOSED ASPHALT DRIVEWAY DETAIL > W,7,1 0. 1 63.00' N.T.S. cf) PROPERTY LINE —CID— PROPOSED CONTOUR STORMWATER DRAINAGE NOTES: _d CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED CLAY AND SAND 10' DATE —11.0 EXISTING CONTOUR AS A MINIMUM. (TYP BY DESCRIPTION APPROV. BY c 1 0 PROPOSED SEPTIC TANK REQUIRED DRAINAGE CALCULATIPNS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES 81 El= 0 REVISIONS Li (2- RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES 55.00' DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE 1?) PROPOSED SANITARY LEACHING POOL IMPERVIOUS (ASPHALT) = 2,100 SIF COURSE OF THE CONSTRUCTION. y y 0 C=(1,400 X 1)= 1,400 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE u `1� 11 TOWN 0 F SOUTHOLD :3 0--,—SAND BAG _1� 1! PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 1,400 X 2"/12* (RAINFALL)= 2�13.33 CIF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT 4- IMPERVIOUS (ROOF) = 2,020 Sr- WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE kl�l PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS < n 0 IMPERMEABLE SUFFOLK COUNTY, NY E PROPOSED SANITARY PIPE C=(2,020 X 1)= 2,020 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE SHEETING COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE u 2,020 X 2-112- (RAINFALQ= 35167 C ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN A A THE FIELDS AT MATT ITUCK L0 PROPOSED 8" ADS ROOF DRAINAGE PIPE OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. L PROPOSED DRAINAGE CALCULATQNS: 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SAND AND GRAVEL n >1 PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) ASPHALT D IVEWAY (DW3) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED SECTION V) BY THE ENGINEER. 0 A_-A �)F Niv*- LOT 2 S T O R M W A T E R PROPOSED WATER SERVICE 233.33 CIF REQUIRED z 1:1 OR FLATTER 8'0 DRYWELL- 233,33 CFZ42,25 CEAT= 5.5 VIE 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION = SIDE SLOPE A. PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. 0 FLAR MANAGEMENT SITE PLAN PROPOSED SILT FENCE 22.0' — 41.00' ROE (DWI & DW2) 0 EX. UNDERGROUND WATER 333.33 CIF REQUIRED TEST HOLE BY YOUNG & YOUNG, L.S 0 0 8'0 DRYWELL= 336.67 CE/42,25 CF/VF= 7.97 VIE 2004 CONCRETE WASHOUT DETAIL L. K. McLEAN ASSOCIATES, P.C. 0 PROVIDE: (2)80 LEACHING STRUCTURES 03' DEPTH (NO WATER ENCOUNTERED) N.T.S. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Cd THE EDUCATION LkW OF THE STATE OF NEW YOR( PROHIBITS Sheet No. 4. ANY PERSON FROM ALTERING ANIMING ON THE MWINGS HIGHEST EXPECTED GROUNDWATER @ EL. 0.5 Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS WS UNDER THE DIRECTION OF A UCENSED PROFESSIONAL C) 0 ENGINEER, WHERE SUCH ALTERATIONS ARE MME.THE S10 PROFESSONAL ENGINEER MUST ALT DATE AND TEST HOLE Drawn By: IVIF Date: FEBRUARY 2021 1 t Q) DESCRIBE THE FULL D(TENT OF THE ALTERATIO4 ON THE LL DRAWING AND/OR IN THE SPECIFICATION (NIYS ED. LAW swi SECTION 7209-2). N.T.S. Approved By: RAS File No. 20099.000 N,F "" SURVEY OF PROPERTY UGO RONDINDNE RRE ROW LLC RUTH ROAD (PRIVATE ROAD 56' WIDE) ON THE N 68°11'10' E 329,48' SUBDMSION MAP OF . . . �.------- -- THE FIELDS AT MATTITUCK -- LOT 2 : : : : : FILED MARCH 31, 2006 AS MAP NO. 11370 : 1 . . . . . . . . . SITUATE AT : : NON:DISTURBANCE•NATURAL• .VEGETATJDN RETENTION:BUFFER: : : : MATTITUCK 1 . . : : . TOWN OF SOUTHOLD • SUFFOLK COUNTY,NEW YORK : AREA OF PARCEL = 61,994± SQ.FT. OR 1.423± ACRES o . . . . . . . . . . . . . . . . _ - -. — — _ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK',FILED MARCH 31,2006 AT Cd 1 THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 1 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. q !W— 1 WOODED 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 1 O SURVEYOR'S"EMBOSSED"OR INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. U U3 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN O W ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS Cy- Dt SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO W THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND Q t 1 TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 3 1 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. p ^ 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON W o THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL • UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR TYPE BY THE (,I RESPECTIVE UTILITY COMPANIES. w�[`O Ely 1 v 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Y` Q Z 1 -VACANT- O 9• THE SURVEY CLOSES MATHEMATICALLY ���Q�� 1. Sr, �j`,y/�i Cb 3 •`t` W EY 1 q 1 Z C-) `� 050528 CERTIFIED TO: v 1.BROOKLYN TIMBER LLC �La ND 2.FIRST INTERNATIONAL TITLE AGEN 1 1 1 I hereby certify that this map was made from an actual survey _- -_,��-- completed by me on 05/13/2009 and updated 01/14/2021. R=215,00' L=80,00' TAMARA L. STILLMAN, P.L.S. S �8 NYSPLS No. 50528 _ 1120 - Y X69.6.B v "� CUNCPE7E CURB ` �� `yW-� 02/12/21 T.L.S. Added property comer monuments set T.L.S. X69.1 v_ c __ `\ DATE BY DESCRIPTION APPROV. BY X702 `'��=- r_ 1,700p� 404 84r J` REVISIONS 68,3Xs7'd/1/ Town of Southold / _-'=�'7�TE/REY ,per_ - Suffolk County, New York -5p Wlpe) X675 4s, _�� Stanley Road , LT pA v_ LEGEND Mattituck, New York SIGNATijRf M�'r �_—r VEMEM7 Fl VEL04V TRUSTvt C� """""'•"FIRE HYDRANT Survey of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP ' ."""""'•'BUFFER AREA • • • L. K. McLEAN ASSOCIATES, P.C. DISTRICT 1000 T—•............ UNDERGROUND TELEPHONE CONSULTING ENGINEERS & LAND SURVEYORS —E—.......... �� UNDERGROUND ELECTRIC 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK � � r SECTION 106.00 surveyed By. KG/JL seoie 1'= 30' sneeNo. BLOCK OS.00 —�✓—"""""""UNDERGROUND WATER n LOT 056.000 ® CONCRETE MONUMENT Drewn ed GLS Date: 12009/2020 ll P,\20099.000 Fields P Mattituck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 2.dwg 6/29/2011 447 PM Tamara Stillman APP y' ]< roved H TLS File No. 20099.000 I I N/F RRE ROW LLC 50'WIDE INGRESS/EGRESS EASEMENT-1.11637,P.114 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES UGO RNIF ONDINONE RUTH ROAD PERMIT FOR APPROVAL OF CONSTRUCTION FOR A (PRIVATE ROAD 50' WIDE) 1 PUBLIC`WATER N 68°11'10' E 329,48' SINGLE FAMILY RESIDENCE ONLY 1 NON DISTURBANCE NATURAL VEGETATION RETENTION BUFFER DATE 2/3/2021 H ..REF. NO. R-21-0035 APPROVED ln�s c FOR MAXIMUM F I ' 4 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL I 82 o I 1 _ --- 9 80 - _ '9` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B CD 76 cy w - i 74 " :nr10•WDROUNDR PROJECT k 1 v LOCATION i 4 3 _ -- - -- --- - "I �� s a,""a06 4 >W N CJ -- ._ - I S}y BFDRO _- -" p �'t ♦ r o z - --n\ w/Wlt}NISHEU""�1DOROE "- a o O Riari!I1 A H.., W u 1 ---_ - _ �•\ I1� R - -- _ ..e>330 3'fNENY E.E.)]O - D O= 45 N- , 10' _-_ 73 / MIN FE 1I -POR yaOaA Opp /ST\ 5,1pNS 2® _ - ( UP , —1 7p'M1 N 2 WATER \ 1 I FROM �' SERVICE 5 1 -- - PROP. U _ --- 5'M N Sl PE � ELECTR - 1 SERVICE MIN 72 PROP TRENCH DRAIN _ �� - 71 " --- -- - METERS s �811p- - --- - LOCATION MAP ^---�- - 1 SCALE: 1"= 1,000' -- .__ -- -- _ lip p f� --SER° -- EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM BY HEALTH DEPARTMENT DEPTH EXISTING , LEGEND: GRADE SITE PLAN BUILDINGS: JPROPOSED 2 STO7Y RESIDENCE PROPOSED BUILDING 0.0' 63.00' 4 BEDROOM SCALE: 1"= 40' ® PROPOSED ASPHALT DRIVEWAY O�R-40 (RESIDENTIAL) --- PROPERTY UNE CI-AY DATA:Y AND SAND DATE BY DESCRIPTION APPROV. BY PROPOSED CONTOUR 8' ss OD' REVISIONS EXISTING CONTOUR SCTM# 1000-106-08-056 TOWN O F S O U T H O L D (� PROPOSED SEPTIC TANK SITE AREA: 1.423 ACRES _ SUFFOLK COUNTY NY PPOPOSED SANITARY LEACHING Pool GENERAL NOTES: (m� PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 1 THERE ARE NO KNOWN WELLS(DEEP OR SHALLOV)WITHIN 150' OF PROPOSED SANITARY STRUCTURES THE FIELDS AT MATTITUCK SAND AND GRAVEL 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS —.—PROPOSED SANITARY PIPE 3. THERE IS A WATER MAIN AVAILABLE ON STANLEY FOAD LOT 2 PROPOSED SANITARY 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR ATOTAL OF 4 BEDROOMS. +vCFN — —>—PROPOSED 8"ADS ROOF DRAINAGE PIPE �p� £�{' PROPOSED 8'0 DRAINAGE STRUCTURE(SOLID COVER) zz.o' 41 00' SURVEY NOTES: �/ SlFrO� \ PLAN 1 MEASUREMENTS APE IN ACCORDANCE WITH U S 514NDARDS / —�PROPOSED WATER SERVICE TEST HOLE BY YOUNG k YOUNG, LS 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE r- ; ^ * L. K. McLEAN ASSOCIATES, P.C. -- -- 2004 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1188. r7 CONSULTING ENGINEERS 437 SOM COUNTRY RD.,BROOKHAVEN.NEW YORK 11719 E%.UNDERGROUND WATER _ (NO WATER ENCOUNTERED) 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 US,S CMGP LIDAR POST SANDY FROM THE NATIONAL Y'^ a� OCEANIC AND ATMOSPHERIC ADMINISTRATION k.•'"� Designed By. MF/CFD scale: AS NOTED Sheet No -t = HIGHEST EXPECTED GROUNDWATER® EL 0.5' ,ZT;Mf°M��, \ ' - _ S. PROPERTY SURVEY PERFORMED BY LK Mc EAN A;SOCIATES, P C ON 5-13-2009 h UPDATED ON TM"iOH�'"E mnmE"rn'a'�i'or iucn�sm�'�o " N'Y 7397 - ` TEST HOLE „-25-2D Ew �� � ,= w°p F s�,,,j' Drawn BY MF D.U, DEC. 2020 SA 1 - N.T.S. =. D/on s�.'",4`,ox'��R�s"m°"w u -1 Approved BY. RAS Fde ND 20099.000 F.F. EL-75 50' LOCKING CASTING TO GRADE EXISTING — STOPPER OR END PLUG (EL. 72.70) GRADE 10.•1.ODAZIT€- ENCLOSURE WITH COVER IN LANDSCAPE AREA FINISHED GRADE ELEV=73 40' GRADE CONCRETE COVER 20" 1'MIN 1'MIN. MIN. 2'MAX. 2'MAX X. CONCRETE CHIMNEY 20 IN SDR PV MPVC PIPE PITCHED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MIN 1/4"PER 1, SDR MIN. 4"DIA ° 35 PVC PIP INVERT(IN) 6 — -- 6 ----- MIN 1 8..PERPjTCHED ELEV. 68.50' I BAFFLE 1 25'MAX, WALL CAST IRON PIPE SHALL la' EXTEND THROUGH INVERT(IN) /r"' 8" L INVERT (OUT) .,>` ..;, LL 1�2'-D• FOUNDATION WALL A MIN ELEV. 67.50' (� ELEV. 67.00' OF 2'. 5 0• '•'1.^'r.y. INVERT (IN) (EFF. DEPTH) 6" SDR 35 ELEV. 65 90' '?''•' PVC DROP TEE : '� SECTION ^A"Y 1RAl� l / STAINLESS STEEL BOLT [rawci�/ jtY C'£Wty",sppwrmmcflkAtSqiric" PLAN 1/8-INK wASHER L ]/B•0-RING GASKET IT \. 4" MIN.I H �- i• tIt=: MAY I MATERIALS CONFORMS TO ASTM A48 CLASS 30B OR 35B SPECIFICATIONS 2 LOAD RATING FOR AASHTO&HS 20-AA HIGHWAY 8'0 1,250 GALLON SEPTIC TANK W/DOME 3 TRAMIe AND COVER AS MANUFACTURED 6Y LONG ISLAND PRECAST OR APPROVED EOUAL 12'-0" 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER NOTES NT5 1 CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS u 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND LOCKABLE. I 3 0' (MIN.) STOPPER OR ETD PLUG ,o'.Is•DICLOsunE wrtH - IN 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT COLLAR n suos—oTE�ARuartAelE cam EXCEED TWO FEET IN HEIGHT. (TYR) 3 0' (MfN.) -I 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON COLLAR EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL --I AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL I °R ` L.* E BOTTOM OF POOL COMPACTOR AT 6" LIFTS ELEV 5423' 6' MIN PENETRATION INTO A VIRGIN STRATA OF SAND6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY & GRAVELDISTURBED AREAS 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. 3' MIN A30VE HIGHEST EXPECTED G E HIGHNDWEST BACKFILL TYPICAL CLEANOUT DETAIL MATERIAL NTS CLEAN SAND AND HIGHEST EXPECTED WATER ELEV=0 50' GRAVEL TYPICAL LEACHING POOL LOT 2 SANITARY PROFILE N T.S. DATE BY DESCRIPTION APPROV BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY — THE FIELDS AT MATTITUCK �y t1 ANEw LOT 2 SANITARY DETAILS tip t\ L. K. McLEAN ASSOCIATES, P.C. - � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK II719 7 tOIKA PPOHens _ Deslqned By MF/CFD scale AS NOTED SHeel Na 739) �FSsIONpL% Drawn By: MF Dam: DEC. 2020 C` A J H u -MI Approved By: RAS Rle No 20099.000 NIF N/F SURVEY OF PROPERTY UGD RONDNDINONE RRE ROW LLC N 68°11'10' E RUTH ROAD ON THE .329,48' (PRIVATE ROAD 50' WIDE) SUBDIVISION MAP OF �^ THE FIELDS AT MATTITUCK LOT FILED MARCH 31, 2006 AS MAP NO. 11370 NEN 'DISTURBANCE:NATURAL. VEGeTA,TION RETENTION BUFt7ER ' I . : ' . . . . . SITUATE AT : : . MATTITUCK TOWN OF SOUTHOLD . : . . . : : : ; : : : : : : . : ► SUFFOLK COUNTY,NEW YORK , . . . . . . :i : AREA OF PARCEL = 61,994± SQ.FT. OR 1.423± ACRES - _,. - - - _. -. .� _ _ .� _ .� _ _ � _ _ _ _ _ _ : : : : : NOTES _ _ 6 _ _ - 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS A7 MATTITUCK',FILED MARCH 31,2008 AT 3'HIGH NCE. y THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 1 I I BLOCK WgLL #I (�O 3. ELEVATIONS REFERENCENAVD 1988. 1 I I J LAND UNAUTHORIZED 4 SURVEYOR S S SEAL A VIOLATION OF SEC OSUBDIVISION N 7209, BDIV SION Z OF THE NEW YORK STATE 3 EDUCATION LAW. PgVE5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED KITH AN ORIGINAL OF THE LAND 0 I ,p Pq TIp I SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Q I IN`C'Rpl/ND µ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN VIHMINp pppL I EYORS ADOPTED BY THE NEWYORK STAACCORDANCE TE ASSOCTH THE IATION OF PROFESSIONAL LAND SURVEYORSISTING CODE OF PRAC77CE FOR LAND .E SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO L_J ` - _ THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND Q Pq VER p '� " ��� TO THE ASSGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO W I2 _ 41N grlp V 3sy I LOT 1 ADDITIONALINSTITUTIONS OR SUBSEQUENT OWNERS. LOT 3 3 i LWi RDDF%A , L✓ECC 9rDNE y jN Pq VER?q rlp 7. TUND HEERGROUNDU77LITIES SHO WN ON THIS SURVEYARE FROM UTIUTYMARKOUT LOCATED ON THE GROUND ANDIOR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL W 2 AS Nf7E .ECL S',gLC/H UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BYTHE Q p 1 12 DOE aaa I vi 37,8, ISM FE " RESPECTIVE UTILITY COMPANIES. 3 I p .0 FF EL.=)56 RDtg'ORAIN ♦� 8. RIGHTS-0FWAY NOT SHOWN ARE NOT CERTIFIED. o i 4i 2,0' _... " q y�USSE& GRRAME CELDRA.N I9I /ttTHE 1i(SURVEY CL'O.�.IS_-.E-S\M,ATHEMAOALLY R ENTEUIP . ez��`� '�•,�j��./,`�/L 0.VIN 24.4' S � FF 6 _ 1' 7 � AUC _ Ro°7'DeA7,v Roos- Gq7 _ J.__• > 115.3' DER y l 27,j. e a 4'PLUM FE F [?I 11 fi I-- DDD DEC EL E.P ''1}�,l•��("r , ' `At! DDD K ..>ti�t'T'•_ LU DRAIN `4451 Q5Gj23 �O CERTIFIED TO: z a. I 1.SALIM c` i4 2DEEP LP'' iI o / 2.ALEXANDRA ARROUMUGAMME EP N 43 e 4.COMMONWEALTH 3.EXPRESS SERVICESACT INSURANCE TITLE SURANCE CO. 0 I hereby certify that this map was made from an actual survey completed by me on 08/10/2021, 07/07/2022 and 07/25/2022. _W7=15,0707 ____ TAMARA L.STILLMAN,P.L.S. 69.5 = .7 X8'11 X20, _ , r NYSPLS No.50528 68.8 _ T= CO STRIP X69.8 IN � l 69.9 X69.5 NCl2ErE CU/?g pgVE,p X 7E, * X 69.1 68.0 AP 0. 'PpN r X69.0 1,70 ooi _ A v ST,gN�EY 404 84, DATE BY DESCRIPTION APPROV. BY 68.3` LEGEND (Pplxv 82 671 ASP '4 \ REVISIONS ATE R�A�/+T/ r ���' Town of Southold "FIRE HYDRANT r r R=so, x675 Hq`T P4VEM66.3 L-NT _ ® • Suffolk COl1IIt New York • BUFFER AREA -T- UNDERGROUND TELEPHONE A'ENl7y PROPE-R7y GRpljpLLC X67.0 X66.7 ',I Matt t Stanley New York Road E-.••••..••• ...UNDERGROUND ELECTRIC _r Final As-Built Survey -W--�--�----•-•••UNDERGROUND WATER r_ X 66.2 r SUFFOLK COUNTY REAL PROPERTY TAX MAP """""""CONCRETE MONUMENT r L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 FEEL. FIRST FLOOR ELEVATION CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SECTION 106.00 TC TOP CURB Surveyed BY CM/NR BLOCK 08.00 same 1'= 30' sneer No. LOT 056.000 x66.7 SPOT ELEVATION Dr.-By, GLB Date- July 26, 2022 Il ¶ S,\Shared With Me\Pro ects\20099.000 Fields P Mattituck Engr 8 Surve \Surve De t\Drawin s\LOT 2\20099.000 lot 2-Final ARalwg 7/26/2022 1+39 PM Tamara Stillman Approved By, TLS File No. 20099.000 Il SURVEY OF PROPERTY LEGEND ON THE (D ELECTRIC MANHOLE SUBDIVISION MAP OF WATER VALVE THE FIELDS AT MATTITUCK ® WATER METER LOT 2 AJ CABLE TV BOX R�p9, �t9ADW I DR WELL FILED MARCH 31, 2006 AS MAP NO. 11370 RIP\90"0 / CATCH BASIN SITUATE AT RR'JN -T- UNDERGROUND TEL£P.HDNE MATTITUCK �, �' // O TELEPHONE N,ANHOLE \� 329 d —E— UNDF-RGROUND ELECTRIC TOWN OF SOUTHOLD FER j W_ UNDERGR0'1VD VATER SUFFOLK COUNTY,NEW YORK CONCRETE MONUMENT % © PIN VICAP SET AREA OF PARCEL = 61,994± SQ.FT. OR 1.423± ACRES � moi. . . . .. . a.RC.t. . . . . . . . . // �� Vo NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. e111109 ��6� ti JCG . . . � _ �& / �T 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT IJP THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NA VO 1988. GO NE 4", . 9 /%O�� F 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND c SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE W'-`p EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND AS—BUILT SANITARY SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES f DWI DISTANCES FROM CORNERS OF BUILDING 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 3 '' ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE _0 / A B NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS / ST 19' 28' CENTER OF COVER SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO - / \DWI LP 27' 43' CENTER OF COVER THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO < // �' OQM ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (DWI 1 gNG Ep GPR1'S 0 `\ 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON / 5�•s\� '�S S F F THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL AEU UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE 0P15' '�e4c RESPECTIVE UTILITY COMPANIES. --t4 CNIC SeR� fi```r E. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. I •a. N 9. THE SURVEY CLOSES MATHEMATICALLY. �CJ�'C N ASPHALT �© o / ( STI ` 10'00 SUFFOLK COUNTY REAL PROPERTY TAX MAP c/ DISTRICT 1000 C, / /� \\ (o �,, \D�// SECTION 106.00 - \ a D�w / Vf NT BLOCK 08.00 row oaf ` pSP�AL1 vA /� LOT 056.000 y S 7g J 51�oIPE/` il L A 1 1 V 5 c o } s /` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / APPROVAL OF CONSTRUCTED WORKS FOR I—' ASINGLE FAMILY RESIDENCE 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD O " ' - I �- 1��•-~ DATE BY DESCRIPTION APPROV. BY H S Ret No. C,; n REVISIONS _01 `_ 4 1 LIe1E --8/2/2022 R-21-0035 1 f, f TOWN OF SOUTHOLD p,f ll� r ; s' The sewage d sposal and water supply fact"res at this Iocalion have Leen SUFFOLK COUNTY NY �, r nspected andlor cert'ed by this Department oI otner agencies and found SITE PLAN to besahsfactnryFOF,AMAX IIAWAOF. 4 . -fLDROOr.1S THE FIELDS AT MATTITUCK SCALE: 1"= 40' f LOT 2 SANITARY AS—BUILT PLAN CRAIG KNLPf'LR. PL,CHIEF '=� l'0 r Xv. L. O`ilce o VVaslewa:er Ma L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS A 7 SOUTH COUNTRY RD.,9RDOKNAVEN,NM YORK 11719 _JtJ P•( De919oea By: MF/CFD Stole: AS NOTED Sheet No. � fOLpF',p5�� DYOWO MF Dace JUNE 2022 S A3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD I File No. 20099.000 m TONN COMMENTS 0 ' ' THE I — AUIRORA ' ' • 11P1 ED AS NOTED o DATE: �° E.P.# S r�' V cz A QUAL I T _ %� COMPLY WITH ALL CO S Y NEN HOME MODEL FEE: �� � l� ��'�. NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOW C OA51 S AT MATTI TUGKG GORf�. 765-180 8 AM TO 4 PM FOR THE AS REQUIRcD AND CONDI IO �- FOLLOV%ING INSPECTIONS: 0 1. FOUNDATION - TWO REQUIRED —. �� '�"� "'1'�I -" z — Z FOR DOURED CONCRETE 2. ROUGH - FRAMING 8: PLUMBING _ 3. INSUI ATION Ec0 4. FINAL - CONS, ,!.;C?I�DN MUST 0 i BE C MPLET' r C. J. -- `_ ALL CO STRUCTI_ , C� �,LL MEET THE # > REQUIREMENTS OF THE CODES OF NEW — J YORK S ATE. NOT RESPONSIBLE FOR OCCUPANCY 0 --� DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF USE IS UNLAWFUL PURSU NT TO CHAPTER WITHOUT CERTI ICA -- OF THE TOWN CODE. OF OCCUPANCY � PLU ER CERTIFICATION O ON LEAD CONTENT BEFOI PLUMBING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ WATER PLUMBING WASTE CFRTIF'CATE OF OCCUPAr� ALL SOL ER USED IN W &WATER LINES NEED SUPPLY SYSTEM CANNOT TEvTING BEFORE CO',l P!!I,- EXCEED ;EXC ED 2/10 OF 1% LEAD. u., LECTRICAL _ _ o TRUSS PLACAR®{NG REClU `1E1? N INSPE .'TION REQUIRED d) Li -- — -- Must Provide Manuals DO NOT PROCEED WIT - - - - - - - - - - - - - - - FRAMING UNTIL SURVE - - - -- - - - - - - - - - - _ FINISHED 51 GOND FLOOR D, J and S as per OF FOUNDATION LOCATION NYS Energy Code HAS BE`iV APPROVED. �u ml e;-terior lighting z � ;nsta ed,replaced or �to�.�:*�r dQt�t` o rcpai d shall conform and ductwork ' . C� � ui e-- � 0 El El 01 0 El El ED- �- AL ��the Town Code �I � z m — < t 1w (3zw El El El FE-11 El El 00 f=LOOR AREA TA5LE o))- A � _ t- Ci z z - --- I RST FLOOR 1,215 sfFINISHED FIRST FLOOR O O - - - - - - - - — - - _ SECOND F 1,202 sf � 4 J OARAOE 552 sf — m Q ,22 ' •' -- 1- -- N BASEMENT 16 sf w O � N �X 4 FINISHED GRADE PORCH 241 sf 'd Q TOTAL < Q I I I ( I I I I I I L LIVING SPACE 2,41'1 sf x C I I I I I I I I I ( I I CONDITIONED FLOOR AREA 3,643 sf z I I I I I I I I I I I i (INCLUDES BASEMENT) - ' -- _ _ _ _ _ _ _ _ INFILTRATION VOLUME 57,200 cf (INCLUDES ATTIC 4 BASEMENT) I I I I I I I I I i t I I I I — � — — — — — — �—— — — — — � — L- — — — L-1— — — — L-1— — — — — — H — � — — — — — — — 0.- L - - - - -I- -- - - �—r=J - - - - - -L— _=1 - - - - –�' — - �_� e..., '"e`:-•`" . C�.�,*fit r7 INDEX TO IRAN I NC S DRAKINO No. T-,1 COVER 4 ELEVATIONS A_I ' ���'; FOUNDATION PLAN,. A-2 ✓ �..••. , r:;e`,1 ""° moi...; F I RST FLOOR PLAN A,-5 ^', f=RCNT ELEVATION 2nd FLOOR PLAN A,_4 ..� .rM, •.. HALL BRACING 4 ROOF PLAN A-5 SCALE: 1/4" = 1 ft SECTIONS 4 DETAILS A-6 D : -IVERE0 FEB 1 0 2021 NOTESA-7 TJI-DETAILS A-g O � r O O � OIL °o, X O (A 12 V Z ly 5.25 O i QIL ci ,a ° Y 0 6 w� OLz 12 — 5.25 n ----------- ------------ ------- ---------------------------- --------------- --------------------------- ------ ------------ LU 5� �z LL ~ O � a O ----------- ---- — --------------------- -- — --- ------------ ----- ---- ---------------------- — --- ------- -------- ------------ ------------------ ------------------ - ------ DATE: FEBRUARY 2021 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS 50ALE: Ila" = I ft SCALE: I/a" = I ft SCALE: 1/8" = I ft DRAWING NUMBER A - 1 A F A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 0 [Rg05.2.b1 � O 24-4 No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.1] 14'-8 I/4" 7'-5 I/2" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED' 2xBITUMEN ICE SHIELD BARRIER [Rg05.1.2] z0 8 [UG3B] P.T. LEDGER _ _ _ _ _ _ _ - - - 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPE5 I/2"� x 4' GALV. LAG SCREWS AT 16" O.C. r STAGGERED [R507.q] P.G. FTG 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES r- - - - - - - -I 41-6" I/2" STRUCTURAL PANEL SHEATHING [R803.2] __ __ BASEMENT ENTRANCE STAIR5 0 (2)-2x!0 P.T. GDR J I 8" REINFORCED GONGRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� L L #4 REBAR AT 12" ON-CENTER EACH WAY Ij j W m DECK STANDARD HOOK AND LAP INTO 16" x 8" P.G. ABOVE I- �p FOOTING. 2" MIN REBAR GOVER SOLID Wz WOOD BLOCKING N � z - O m N Q O - - - - - _- - - - - - - -- - - - - -- - - - - - - - - - - - - - -- - - - - -- CEILING JOIST Q O 4 - - - - - - - - - - - - jk - - - - - - - - - - - - - SL - I 0 F 3 2 5L DRIP EDGE [Rg05.2.8.5] N I x8 WOOD FA501A II" T `r I/2" GYPSUM WALLBOARD 1 SOFFIT VENT - � DOUBLE 2x TOP PLATE I i VINYL 51DIN5. ATTACH THROUGH RIGID - - - - - - - - - - - - dJ MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER I I - 11 - MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE 4 RESCUE OPENING I - _ A A-6 � NOTE5 INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 7'-10 I/2" 10'-6 1/2" GODS OF NEW YORK STATE E v RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECCCNYS. Both RE5check N.S. Department of Energy) and REM/Rate (Norelco) computer PROVIDE RESERVED PAGE IN 5ERVIGE PANEL TO CODE Z software was utllitze to demonstrate compliance. All WOOD STEPS FOR FUTURE SOL R ELECTRIC INSTALLATION [TI03.9] �.' mandatory provisions of the 2020 E60GNY5 - Residential ATTIC PATH Y FOR SOLAR ELECTRIC, [TI03.8] Provisions are In force. INSTALL 2"0 VERTICAL SCHEDULE 80 PVC, CONDUIT RIO5.22 WRITTEN STATEMENT= To the best of my knowledge, 8:_0: WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS OW r CLOSED-CELL SPF belief and professional judgement, these plans comply with the $ ABOVE OR G P5 AT EACH TERMINUS [E3802.3.2], La Energy Code. Furthermore, as a RESNET certified rater (I D. �j No. 261439'), 1 certify that these plans comply with the Home 3<Q B W 0 Energy Rating System (HERS) program. A signed certification 0 �R H 4toof compliance with the HERS program (HERO)will be submitted w�Q PIGRE — «, of the constructed building to demonstrate compllane. N Q--I k ' GYPSUM BOARD lY z J (3)-3°5° 6°68 __ _ _-_- I -__1 I_ --L------------ R-301.1 ----- -_ 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q�- (2)-1.'15x11.25 LVL HDR (2)-1.75x11.25 LVL HDR --- -- -- ---� ® t------- N '"• CONTINUOUS BEAD OF w m V (ENGINEERED DE516N) (ENGINEERED DES16N) I tv I DW I I O SEALANT R4012 R405 COMPLIANCE: This project complies with 2) Section V Q Q : L y (� - Simulated Performance Alternative,and the provisions of +�- `:`I_ 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." Q Q I j 12'-8" tp-� EXTERIOR = I $k z IR INTAKEMandator requirements: c3 K I TGHENI _ I ; 36" GUARD [R312.1] — R40.3 CERTIFICATE: Builder to post per Code. iL z C, [R 0061 m .p I I _____________________ _ c0 I CONTINUOUS BEAD OF 8402.4.1 THERMAL ENVELOPE. To be ested 4 verified to 3 O 23-4 - ----_---_ `t -1 jrl-- --------------------- ----------� SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. - - - -- - - - z 0 r -- -----------� 3 " H ND I [ 11.78] _i O 1 R402.42 FIREPLACES: Factory built with UL 127 doors. O z I I r t CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule -1= —1 EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and FAMILY ROOM BREAKFAST o j i Q w O BA EM NT EN GE O UNIT PERIMETER hot water heating appliances to be direct vent with both �� L' ---- 7-O 4 4 O� I O <- O N Intake and exhaust pipes Installed continuous to the [0' ----------- _ UL 127 LISTED AND WINDOW UNIT outside. Q- LABELED 36" Q R402.4.5 RECE55ED L1644TIN6: IG-rated and labeled as O FACTORY-BUILT NOTE: W-O" CEILING HE16HT 0 0 I e I V having on air leakage rate of not greater than 2.0 cfm < FIREPLACE [81004] THROUGHOUT FIRST STORY 1z ~ I I per Code. : O 00 R402.5 MAX. U-FACTOR 4 5H6G: See window schedule. "� ELEG. PANEL _ 25 cfm CONT. I - _ R403.1 CONTROLS: See plans for thermostat Information. Prol TECHNOLOGIES ~ cV TO ERV I I R403.32 DUCT SEALING: All duct joints shall be MODEL 7705 (M1505.41 J mechanically fastened and sealed with duct mastic PROGRAMMABLE I CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT i i e --"-�— c EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6= A duct air-leakage test Is notF I I c &I (3)-1,75 x 14 LVL FLUSH (37' LONG) I I UNIT PERIMETER required under exceptions I and 2. (2)-2x10 HDR I c R403,3.5 BUILDING CAVITIES: Framing cavities shall not be r i c - 6 INTERIOR GARAGE WALLS: used as ducts or plenums. REF _ 1 6'-6" II'-4" I i o R-15 BATT INSULATION _ R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 4x4 P05T i _ J 1z Ys' GYPSUM BOARD mechanical system piping carrying hot water to on p 36" GUARD [R312.1] QARA6 CEILINa R-value of not less than R-3. ' - -- - -- -- - -- -- - _ -- - -- R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION m 4x4 POST 24-712I O HEAT DETECTOR 0 ABLEER3o2.6] NPDR 3'-0" LOAD BEARING ALL Ys" 6YPSUM BOARD SYSTEM= Not to project. - _ in CONTINUOUS BEAD OF R403b MECHANICAL VENTILATION= ERV continuous O cv 4:: 3 " RAILING O 1z SEALANT N-> 1 I, ventilation system specified in the plans exceeds the cn U 10 R cn 1 4'-6" 4 6" i minimum efficacy of 12 cfm/watt. K R403.7 HVAC EQUIPMENT: 51zed in accordance with ACOA 4x4 P05T Manual J and Manual 5. SELF-CLOSING 20-min F— GYPSUM BOARD IO 20 cfm GOVT. TO ERV 2�o F.R. DOOR[8302.5,1] 84038 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36' GUARD [8312.1] _ I1 pp 1 z = [MI505.4] R403A SNOW MELT: Not in project. u I 7'-6" 3'-2" J N G _ -_ -- 1 c0 CONTINUOUS BEAD OF 8403.10 POOLS AN SPAS= Not in project. in o cN 2tri>z m -- -- -- -- -- -- (V 8403.11 PORTABLE SPAS= Not In project. ' 1 W I (3)-1.75 x 14 LVL DROP HD8 " ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at N 2' O" 2'-6" o (ENGINEERED DESIGN) least clO% of permanently Installed fixtures. Q I - A CONTINUOUS BEAD OF o 1ji GARAGE SEALANT 8405 SIMULATED PERFORMANCE ALTERNATIVE: This method was 1 DOUBLE 1 ® ® 1 -� �j C❑ Q 5" P.G. SLAB v X used to show compliance with the Energy Code. REM/Rote U_ FL HDR JiL _� PITCHED TO DOOR o �l� - _ software was used to model the building performace - see k -i SMOKE $ G.O. 0 +� 2020 IECC Energy Cost Compliance report provided with _ i DETECTOR (TYP) DINING ROOM C D - 1-_j �� 2" CLOSED-CELL SPF Application. REScheck was used to model the building Q Ix LIVING ROOM _ 1_ o Ir- Permit Z t �-' performance based on national standards -see REGcheck iv I- I-II. FO ER ~ i v u� O - u� :--------- --------- _ 1 Compliance Certificate and Inspection Checklist provided with - - 1 x x ° I I I (�� ' Permit Application. N HAZARD G RZING LR308.4] 4 l-,t- ---- - - L I , , 14'-0" I I I ry I 11 1 1A I- - - - 4' iJ� ll � I I I I 1' , (� - r I 24'-0"I I Z r WW Z _ I I I I I 4" LU V W IY) Z iV I" SEALANT OUS BEAD OF O �? I I I I � v � Z _ Qv �_ W J T O-1 W _ - I I I I lA \ _ GYPSUM BOARD 1 I I i i O !— F O 4 I 0 I I OJ I N 1 (2)-°2x12 HPDR R.A.G. I `�/ I I I Z O Z z R1 _ (2)_2x12 HDR _-J (2)-2x12 HDR -- I p- O W (-l--I (2)-1.75 x 14 LVL FL _ L_(3� x 14 LVL FL -WJ1 -� a CONTINUOUS BEAD OF _ I SEALANT (2)-3050 Q PORGH (2)-3°5° m � 5/4x6 DECKING (O N O Q ;I CONTINUOUS MINIMAL 0 ►- Ls-- V J Q Q EXPANDING FOAM AT WINDOW O O Q O O UNIT PERIMETER E E Z Q � 2-9' 9'-2" 2 9" U 8'-O" 2'-9" Q'-2" 2'-a" 6'-10" 10'-D" 7'-6" I, x z 1 wINDOw UNIT (OR TABLE R402.4.1.1 -2020 4x4 P.T. POST ' WEATHER PROOF DOOR) AIR BARRIER AND INSULATION INSTALLATION -- -- -- - -- - - -- - (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR i' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION ®---- -®- - --®—- -®- -- - I, CRITERIA A continuous air barrier shall be Installed in the { building envelope. CONTINUOUS MINIMAL WOOD 5TEPS ��, r �~ ` :I Alr-permeable insulation shall not be used as ` O� 1'^ EXPANDING FOAM AT WINDOW General requirements The exteriorthermal envelope contalns a ' �r� •eRR.R. <, " ', �J 1 a sealing material. *� •'" I a UNIT PERIMETER continuous air barrier. ,�wJ«•,'.,j' /4°` �.Ute,< ,t,J 15'-2" 7'-O" 15'-2" ` Breaks or Dints in the air barrier shall be sealed. 24'-4" +•+;` f:r / ✓'' The air barrierin any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air i' barrier shall be sealed. The insulation in any dropped ceiling/soffit 61'-8" Ceiling/attic shall be aligned with the air barrier. j CONTINUOUS BEAD OF Access openings,drop down stairs or knee wallet, SEALANT doors to unconditioned attics aces shall be sealed. -'� }•'` ,�4a'?,.,•. �° i f Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal p °°_~ t.•"x.a�•K�t ... to-•FEB Ott resistance of R-3 per inc hminimum. I � I �OO � � U IV�.C'rD C2�Z� i� GYPSUM BOARD Walls The junction of the top plate and the top of exterior A-6 ii walls shall be sealed. Exterior thermal envelope insulation for M. CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: i/4" = I ft APHE51VE Knee walls shall be sealed. contact and continuous alignmentwith the air barrier. Q CONTINUOUS BEAD OF The space between window/doorjambs and -a r SEALANT Windows,skylights and doors framing,andskylights and framingshall be sealed. 0 O Rim oists Rim Joists shall include the air barrier. Rim joists shall be insulated. O Floor framing cavity insulation shall be installed to maintain permanent contact with r /�- 2" GI -CELL 5PF the underside of subfloor decking. Floors including cantilevered floors The air barriershall be installed at any exposed Alternatively,floorframing cavity insulation O O and floors above garages. edge of insulation. shall be In contact with the top side of i m sheathing or continuous Insulation installed OZ � on the underside of floor framing; and O 0 \ extending from the bottom to the top of all dJ perimeterfloor framin members. Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided O v ` Y CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor Insulation,shall be O -; FULL WIDTH OF SILL overlapping Dints taped. permanentlyattached to the walls. Duct shafts,utility penetrations,and flue shafts O Shafts,penetrations opening to exterior or unconditioned space shall be O — (� sealed. ()X () � FOUNDATION WALL !.� Batts to be installed in narrow cavities shall O be cut to fit or narrow cavities shall be filled Narrow cavities with Insulation that on installatlon readily V 0 /i CONCRETE SLAB ed between th Airs shall be proved e garage NOTE conforms to the available cavi space. j, _ __. _. -_._-.__-.. Garage separation and conditioned spaces. v STRUCTURAL DE510N w /;:i' i Recessed light fixtures Installed in the building Recessed light fixtures installed inthe In accordance with the 2020 RGNY5• structural Q ICK {Z� Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight ' � Q i surface, and IC rated. elements such as engineered wood, steel and X F- steel/wood composite columns, beams, headers and %,/'i.:v In exterior walls,batt insulation shall be cutOL / r . .i. .i /'• i r p neat) to fit around wiring and plumbing or <d \/ Y g p g girders that: F- / _ N Plumbing and wiring Insulation that on installation,readily I) resist gravity loads, and v W � Y /• ,j � /'i� / conforms to available space,shall extend 60 behind piping and wiring. _ The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs J W Shower/tub on exterlorwall showers and tubs shall separate the wall from the shall be insulated. 0 O 2) are not contained in the prescriptive design O W shower or tub. The air barrier shall be installed behind electrical provisions of the 2020 RGNY5 IL NOTE: IT 15 THE INTENT TO PROVIDE FGR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed a CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that were designed in accordance with m TYPICAL METHODS OF AIR-5EALING U51NO penetrate building thermal envelope shall be sealed ANSI/AWG NDS-2015 with 2018 supplement. 0 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 JI CONFI6URATION5 NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5,5HALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill I) resist wind loads, and DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOGATION5. voids between fire sprinkler cover plates and walls 2) are not contained in the prescriptive design FIRST FLOOR or ceilings. provisions of the 2020 RGNYS PLAN GG I T GG G �I/�' were designed In accordance with ASCE 1-16 wind - �I� J��L I�� �� I �I �J AIR `����( I�y NOTES provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DEVON." A - 5 m Z O A I I (] 23'-8" i-------------------- v I I 4'-4" Z- LLluO I I �- 9 D _ I O �o 3°5° �05o N 3 o B 4 0 _ Z N 10'-811 2._ II gl_811 - A3 IN6 PIG RE d - 4" = O Z 5'-011 g1_p11 i N 1' 4 O in N i uj i 6°16 ,� M BATH #TRANSOM GL8'-0" G Ht BEDROOM 3 — BEDROOM 4 8'-0" G Ht 8'-O" G HtO Wj N 6 N O HVAG EQUIPMENT IN ATTIC ,x a 2OT0 ERV CONT HHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 6A5 OR PROPANE FURNACE: LENNOX ELIg6UH070XE36B �- --yI- 20 cfm GON CC) LENNOX HEALTHY CLIMATE ERV5-1-15-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848510 & Q [M1505.4] Pro I TECHNOLOGIES - N = TO ERV �p -------- ----------------------- --------INSTAL-L-ESV-UNIT-IN-00NDJT40NED--A-710. HEATING GAP: 64,000 Btuh;AFUE = gb.lMODEL T705 in j v BATH [M1505.4] �' DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. L____ PROGRAMMABLE d) - (- INDOOR COIL: LENNOX GH35-30B+TDR THERMOSTAT GL x O F OUTDOOR UNIT: LENNOX MLI4XCI-036-2300;AHRI 203374680 N HEALTHY CLIMATE HRV/ERV VENTILAITION PUSH BUTTON CONTROL G00LIN6 GAP: 34,800 Btuh;SEER = 15.10 267° 267° 2`�7° EWER 3_p INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFAGTURER'S SPECIFICATIONS I -•-- STALE AIR TO OUTSIDE AND FRESH , IR FROM OUTSIDE: 6" dfa. DUCTS SMOKE d G.O. 1 I_8 I 8 CONNECTED TO HEALTHY CLIMATE NEATHERHOOD KIT MODEL 85P07 HAL �� 0DETEGTOR (TYP) O A.G. RIrTURNI 2°7° 2470 a FRESH AIR TO INSIDE DIFFUSER IN H/LLHAY: 6" dfa. DUCT 6'-611 -O" 10'-0" HALF HALL m L m 2470 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2x10 HDR -- - N IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x8.25 LVL FLUSH -- _-----__-------------- _ ALL DUCTS INSULATED TO R-4.2 3°5° (ENGINEERED DES16N) - -- - - - -- - ---- - BI-FOLD _ _ _ 4 SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: m H ND I BEARING HALL _ ® - m 267° / m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -� �N'� RYER E5HJEP- /x AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. �t 36 H NO I [ I . .8] 5 4'-6" F DRYER EXHAUST 2¢1Q 411 411 - [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILIN6 _ r Z N tY1 O X N O Q O = DOUBLE FRAME Q- o OPENING v v � O (, 2 I° x 411 f9V N BEDROOM 2 C-L W.I.G. MASTER BEDROOM 8'-O" G Ht Q 8'-0" G Ht — 411 I W O 14'-0" 21_211 5'-611 4" 14'-0" (2)_1.75x14 LVL_w/HT530_MTL STRAP AT EACH END (2)-1.75x14 LVL_w/HT530 MTL STRAP AT EACH ENE Q l z _ _(ENGINEERED DE516N) -_ -- -(ENGINEERED DE516N)� __ I m — — -a ly �O 0 z 2x8 GJ AT 16" o.c. E 2x8 GJ AT 16" ox- _ i LIQJ r[\ \- < z W (2)-2x10 HDR __ __ (2)-2x10 HDR __ t I UC \�J J �Z Z 311 CLOSED-CELL SPF i ------------------------------------------------------ Q t- O La W BETHEEN RAFTERS I (+��- -1 m I< OO O O i q'-211 2'_q 8'_p 1 2'-q 81_2:1 21_/}11 I I I I _ I I I ------------------------� I I of A-6 DEQ 1VERL FEB 1 0 2021 SECOND FLOOR FLAN o SCALE: 1/4" = 1 ft O s o � o � r Op O I1✓_ m °o X O O O < IL SOLAR-READY 0 p 0 CERTIFICATE O Y IL ' J v < La This home has STRUCTURAL DESIGN NOTE U P � incorporated features at a r P x Z the time of initial In accordance wlth the 2020 ROWS; structural 41L < construction to enable the o o elements such as engineered wood, steel and X < installation of solar steel/wood composite columns, beams, headers and x Q �j OLelectric. girders that: (j) E — tV 60 The solar-ready roof 1) resist gravity loads, and v W t) zone Is shown on this GO UIT �L IL O construction plan excerpt 2) are not contained in the prescriptive design p W O UIT and Is free of GO UIT p p g _ obstructlons that would provisions of the 2020 RGiNYS L ry 0 Ilmit placement of solar were designed in accordance with O panels. ANSI/AWG NDS-2018 with 2018 supplement. O m Plastic conduit for future o Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained In therescri tive design ele rtoof mounted anelrand provisions of the 2020 RCNYS g 2n PLAN panels. were designed in accordance with ASCE 7-16 wind provisions and acceptable englneerling practice. DRAWING NUMBER ® ® ® ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DESICN.11 A === 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] O BWL B BWL A V ROOF LINE ~2!'-4" TABLE R802.5.2 RAFTER/CEILING JOIST HEEL a > > > > >g i1 JOINT CONNECTIONSa LL I bcde ell GROUND SNOW LOAD(psi) w , i inn o RAFTER 20f N 1�- 30 O RAFTER SPACING Roof span(feet) Z SLOPE (inches) 12 20 28 36 12 20 28 36 ry AGGESS RO F ( -"" - Q, ( ., Required number of 16d common ' O I - a o + AGGESS ROOF Q 1 nailsa'b per heel joint splices Q N s li- ' cv 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 # - • Ai 3. 12 3 5 6 8 3 5 6 8 r� 9 C. F IT, 12( 24 7 11 15 19 7 11 16 21 e s oV , 4:12 16 4 6 8 1 ! I .__..._.__. .:+ ±.:_ ... ._.._,__.___..-... .�_._....__. . 0 4 6 8 11 ------ _..... 24 5 8 12 15 5 9 12 16 POST DOWN POST DOWN POST DOWN ,+ I 12 3 4 5 6 3 4 5 7 V + I ? m 1.�5 x I6 LVL STRUCTURAL RIDGE / 1, AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 m % �. Ji + 24 4 7 9 12 4 1 (� L15 iC I6 VL RIDGE I �a 7 10 13 , 12 m I-1 1 f 1 I 3 4 4 5 3 3 4 5 f 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 -� ROOF BELOW 12 3 3 4 4 3 3 3 4 _._-._.. [7_7_ - `:. ` `._,..._:w ._'__ E 9.12 16 3 4 4 5 3 3 4 5 1 >..... - ------ �s� I 24 3 4 6 7 3 4 6 7 I _ . 2x10 RIDGE 12 3 3 3 3 3 3 3 3 - 6 - - 3 16 12.12 - i 3 44 3 3 3 4 v i ATTIC PATHWAY FOR 50LAR ELECTRIC, [TI03.&I 24 3 4 4 5 3 3 4 6 ? , i = INSTALL 2") VERTICAL SCHEDULE e O PVG CONDUIT THROUGH ALL WALLS TO ATTIC, WITH i O --,f tl ' TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SI: l inch=25.4 mm, 1 foot=304.8 mm, I pound per g'-0° N _-- I [E3So2.3.2]. square foot=0.0479 kPa. Fy ---------, t_-_-_-_ _------- _- E3HL 2 N /j • N a. 40d box nails shall be permitted to be substituted for 16d _ „ x X i ! o common nails. 2 �i _M s 2-a 2-q µYI"I - 2-a y ' z i AGGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 pp o z i 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. ,i �_.-__------ __._-.-_ ____._._._ N d Where intermediate support of the rafter is provided „ _......_.,.._._...... _. p i i i d by 3 f 2x10 RR AT I6 o.c. _ 2x10 I " vertical struts or purlins to a load-bearing wall,the RR AT I6 o.c. 2x10 RR AT I6 o.c. 2x10 RR AT 16' ox_ i p g E ; tabulated heel joint connection requirements shall be -___.,- z v r _ I ROOF LINE WALL LINE permitted to be reduced proportionally to the reduction in - I- . span. i - -- _ e. Equivalent nailing patterns are required for ceiling joist m i- O ROOF u =l - ry „ , I o I-„_ _R I to ceiling joist lapsplices. LU m z SG01�17 STO 'Y �hlJ.._ I=1.._ �l - :..__ .,_, �p _ SOLAR-READY ZONE [TI03.3] f. Applies to roof live load of 20 psf or less. z 111 - PROVIDE5 36" WIDE AGGESS PATHWAYS Tabulated heel joint connection requirements assume �- Q Z �- g• J q - - --I� O.t w Q FROM EAVE TO RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom Q <- O z SCALE: 3/I6" = I ft z w [R324.6]. THE SOLAR-READY ZONE SHALL REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are }- PORCH ROOF BELOW 1Z VENTS, ETC,. [TIO3.4] located hi her in the attic heel joint connecti n z 0 z 6 z X o Q g J O N (TYPICAL-3 - dJ w 11.1 u; requirements shall be increased b the following factors: 0... � AL q Y g J -.0 0 I� _' ma < HC/HR Heel Joint Connection Adjustment Factor 0 1 4 1/3 1.5 z Q Q 1/4 1.33 < 115 1.25 I �I 1/6 1.2 ROOF FLAN 1/10 or less 1.11 SCALE: 1/4" = 1 ft where: C) r------------ -_ _-_ _ BWL D BWL G BWL E - - 37'-0" 24'-4" HC=Height of ceiling joists or rafter ties measured vertically 4„*•;•Fr�A,�..a,,A ve the top he rafter support asawa ' y H Heioht of roof of e measured vertically lsabove the to ofr��.� C��, �3'-4 I/2" i,_o I/2 -� 41_4 I I the rafter support walls. "��; *�;! °R• '; R g g p t. t'. ±3 J �• .A r ---_ i _ --- BWL 3 BRACED WALL PANEL CALCULATIONS ' °�v;?� ,. .�,• Ra'�?' _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story -. L Numbered Lettered �- p� _IVERED FEB 1 0 2021 ! cv i Wall Lines Wail Lines Comment y Exposure Category 1.00 1.00 Exposure B; 2-Sty _ I --------- it I - _, r- Q Roof Eave-lo-Ridge Height 0.84 0.84 Tom" J BWL 4 Wall Height 0.90 0.90 8' Number of Braced Wall Lines 1.00 1.00 2 j 6 i Additional 800 Ib Hold Down 1.00 1.00 N/A 0 p Gypsum Board Fastening 1.00 1.00 N/A t0 !I. Wind FactcrTotal 0.756 0.756 l ` __- Braced Wall Bracing Wind Factor v Braced Wall 140 mph Total Bracing dJ g Line Spacing Required Required Length Status 0 % N Line Method Total V r (ft) Bracing (ft) Bracing Provided (ft) - + 1 CS-WSP 30.67 7,13 0.756 5.39 23.33 OK } 2 CS WSP 30.67 7,13 0.756 5.39 19.00 OK O 0 � � � z � A CS-WSP 37.00 8.40 0 756 6 35 31 00 OK !L 9 J. B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK 0 Q u 1U z Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESION NOTE Z t Lower Story 0- 0 y In accordance with the 2020 RGNYS• structural 4 4 i = Dwelling Garage Comment �- y i I Exposure Category 1.00 1.00 Ex B; 2-St Dwellin 1-St (Gar) ei elements such as engineered wood, steel and p- -j p 9 N p y( g). ye h n Xi- steel/wood Composite, columns beams headers and I - ! Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) p Q t�l Q- Wall Hei h1 0.95 1.00 9'-0" (dwelling).- 10'-0" girders that: �- g ( g); (garage) g �1 ! Number of Braced Wall Lines 1.00 1.00 2(dwelling & garage separate calc) 2 O 1) resist gravity loads, and _� �u Additional 800 Ib Hold Down 1.00 1.00 N/A g y U w - ------ Gypsum Board Fastening 1.00 1.00 N/A g' + ! BWL Wind FactarTotal 0.884 0.760 ) are i i f the 2020 R NY5 design O = -_ - -------_-_• 2 not contained in the prescriptive------- _--- _- -= --- visions o e y were desi ned in accordan w O rJL-1„ 3'_6" N til !.'.: `:r' --_-.:---=a'.•.'_-=_.- _.I Braced Wall 140 mph Total Bracing g Ge with 1- O 1" Braced Wall Bracing Wind Factor ANSI/AWG NDS-2018 With 2018 supplement. 0 iy I I Line Method Line Spacing Required Total Required Length Status Structural elements such as walls and fenestration (ft) Bracing (ft) Bracing Provided (ft} 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 it I I 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK I) 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 rescrrl tine design p p g WALL BRACINO 8 - D (dwelling) -W 37.00 15.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with ,ASCE 7-16 wind F I R5T STORY E3NL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." _ 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-39 z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.15 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER (- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT I6" O.G. ROOFI R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) _____________________ ---------------------------------------------------------------------------- WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] N i 2' SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] z WOOD BLOCKING O I v _ _ — — -- — I j GABLE WALL INSULATION: 2x12 GROSS-RIDGE 12 12 I CONTINUOUS R-5 I-INCH RIGID FOAM XPS; 1L i CAVITY R-13 2" SPF FALSE CABLE 5.25 --- _ 5.25 � I I � w FULL-HEIGHT SHEATHING O --------------------------------- ---------- --------L-------------------------------------------------------- BEHIND LEDGER SEALED ATTIC (INDIRECTLY CONDITIONED) _ CEILING r _ I 2x6 RAFTERS AT I6" O.G. 12 2x8 GJ AT I6" O.G. SMOKE d G.O. 2" SOLID W MASTER BATH -- — — �- -� — — — — — — — — I LAUNDRY I I — — — — —)— — — — — FAMILY BATH 1x8 TRIM BOARD 8� 0 U� DETECTOR IN ATTIC WOOD BLOCKING 1- N > >� I > I � >) I I I } ? I }� I SOFFIT VENT _ Lr, II I �— I I I WG I I I I I I I WG I j TYPICAL INTERIOR WALL 4" (2)-1.'15x14 LVL FL HDR 1/2" GYPSUM # LAV. I LAV. I I I I WASHER I LAV. I 2x4 STUDS AT I6" O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH - (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 54211 I I I I TUB GYPSUM WALLBOARD ON BOTH 51DE5 TUBNOTE: ALL DUCTS SHALL BE RI OR TYPICAL EXTERIOR WALL R-20 I I I (2)-2x10 HDR 0 LOCATEDGOND STORY WALL CAVITIES SHOWER I I 2x4 STUDS AT 16 O.G. z AND SECOND FLOOR PLATFORM. I (2)-2x4 TOP PLATE;2x4 50LE PLATE lX MIN. R-4.2 DUCT INSULATION. 2nd FLOOR L_ ___I_______ _____�_ I__ ____ __________ ___________________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN O --- ----- --- ---- R-I5 UNFACED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 1-1/2" W 1-1/2" 11 3" W 2" W 2" W I 211 W I 2" W 3' W I-I/2 W i VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION 2" W 311 W 2" W I 211 W I 311 W 2 W G.O. I OVER I/2" STRUCTURAL PANEL SHEATHING G5-1^15P WOOD FLOORING OVER N m ------------G.O------------------ --------------------------------------I-- ------------------ ---------� (2)-1.'15 x 14 LVL FLUSH HDR - -------------------------------------------- � 3/4 PLYWOOD SUBFLOOR a dJ CEILING _ _ _ _ — - - — I :h�" u w R-13 2" CLOSED-CELL 5PF " I AT RIM JOIST " " " Lu LH POWDER KITCHEN i 14 TJI-560 FJ AT I6 O.G. II 14 TJI-560 FJ AT I6 O.G. }I }I ( } El �I I (2)-1.'15 x 14 LVL FLUSH HDR z 1 1 STAIRS 1 I Q (3)-1.75 x 14 LVL �O m u� u? I I I I/2" GYPSUM -I `�I BOARD FINISH z I I II Q mI I I� IWC I (KIT SINK SII II -I LAV. I DW I _ II O I I I I In LIVING ROOM z' z FAMILY ROOM ( I I I I I a ! ; ' Ia I <i : I !< I Ist FLOOR PLATFORM 1st FLOOR I WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------I-- ------------------ ------ -------- ------- -------------------------------� 3/4" PLYWOOD SUBFLOOR 1-1/2" W 3" W I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 311 1 I 3" ly 2" W G.O. i GROSS BRIDGING AT MID5PAN ---------------------------------------------------------------------- ----------------------------------------------------------------------------- I CEILING I R-13 2 61 -CELL 5 1 I AT RIM JOIST F_ 411 - -11F•A•I• STAIRS (3)-1.75 x II.875 LVL GDR cV BASEMENT FINISHED GRADE (INDIRECTLY GONDITIONED) (4)-3/8" LAG SCREWS I FINISH GRADE SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING J 2x6 P.T. (UO3B) SILL ON TERMITE SHIELD LJ G.O. 411 W ON SILL SEAL WITH 1/2" ANCHOR BOLT5 I N (SEE TYPICAL WALL DETAIL) I / _ TO APPROVED r Q N HOUSE TRAP SANITARY SYSTEM 8" POURED CONCRETE FOUNDATION STEM WALL 1/2" GYPSUM Q FULL HEIGHT R-II BLANKET WALL INSULATION l9 I- O BASEMENT FLOOR ____________________________________________J UPON 16" x 8' Ht CONTINUOUS P.G. FOOTING BOARD FIN15H _Q AS MANUFACTURED BY GERTAINTEED CORP. Lu ---------------------------------------------------------------------- ---------------------------------- ` w m MINIMUM 3'-0" BELOW GRADE [R302.7] T ASTM E84 MAX. FLAME SPREAD INDEX < 25 U� 4" P.G. FLOOR SLAB m MAX. SMOKE DEVELOPED INDEX < 50 Z z FLUME3I NO RISER t�I AORAM TOP OF BASEMENT SLAB � V -1 q- d)z lu SCALE: NTS Q � �- d r O u-1 o )- I- oLuZ 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING Q 1J--1 > lU d) w/(3) #5 REBAR E.W, n� < CL O Ow �X < NO Qp R I DO r TENSION STRAP: SGTION < 4 WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft +-� (3) 10-d COMMON NAILS AT EACH END OF STRAP l� Rff4^Rbll..hw?Xger..e b RAFTER TO STUD : `�� WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED TAW MANUFACTURER'S SPECIFICATION t�E•.1VLRE[l FEB O 2021 WHERE RAFTER AL I CNS WITH STUD Q O O 2x ROOF RAFTERS AT 16" O.G. O USE GALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM Q N No 2x CEILING JOISTS AT 16" O.G. U'61 1L USE (3)-Ibd NAILS AT RAFTER Q HEEL JOINT CONNECTION O z +� ROOF BEAM (SEE PLAN FOR SIZE) O 3 O NALL STUD TO MALL STUD : UC3AASSEMBLE PRESERVATIVE TREATED Q , ` 2x V EXTERIOR WALL F- ASSEMBLE WITH 10-d NAILS Q � 12 O.G. STAGGERED ALONG LENGTH STRAP OVER OR UNDER SHEATHING 11 O� r O (4) 8-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 1x8 TRIM BOARD VENTED VINYL SOFFIT EACH RAFTER O O V � z I < IL UPLIFT CONNECTIONS: GSIS GALV. COIL 5TRAP C USE (2) AT EACH POST, TOP 4 BOTTOM R-30 BATT INSULATION - - 00 Q Q 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST 11/4 WIDE 20 OUAOE - �- 0 Q PERPENDICULAR TO J015TS SIMPSON GOIL STRAP GALVANIZED STEEL STRAP J < < Lu_ Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W w (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK ff AIR-SEAL BETWEEN FJ DOOR OPENINGS. INSTALL 11 t pC 0 Z STRAP FROM TOP OF TOP J�J � EACH SUPPORTING MEMBERPLATES TO JACK STUD. Q UG3B PRESERVATIVE TREATED 2x RIM BOARD �-- uJ [R50131 REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �-- X F- -RR-i FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR J015T HEADER = LENGTH ABOVE Q CIL FLOOR JOISTS UG315 PRESERVATIVE TREATED BOTTOM OF HEADER QMN'� STUD TO SILL i=LT (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS .n UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R501.5] v W v' WRAP STRAP UNDER SILL PLATE PER CODE 3f6" OSB VINYL SOFFIT IL (6) 8d- COMMON NAILS AT EACH END OF STRAP GRADE O a QW SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 O 4x4 WOOD POST FLOOR J015T TO WALL: ITL UG315 PRESERVATIVE TREATEDa N 51MPSON H2;(5)-Sd NAILS TO FJ 8 (5)-8d NAILS TO STUD 2x EXTERIOR WALL O ° PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MI5ALIGN5: e m .a a •' f. d' .• e < •• POST BASE ANCHOR FLOOR JOIST TO PLATES: ° I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES PLATES TO STUD: 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-lel I NI7 UPLIFT STRAPP I NO TYP I GAL PO OH DETAIL DETAIL AT FLOOR C.,ANTILEVER TENSION STRAP I NO AT NALL OFFEN I NO5 SCALE: NT5 SCALE: NTS SCALE: NTS SCALE: NTS DRAWINO NUMBER NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 CAGE (SIMPSON G520 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS Q OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES ' and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT: A building permit shall be Issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE51ON STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit v and approved construction documents shall be kept on-site GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DE51GN WIND SPEED: OBTAINED FROM pP - FLOOD until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hazards.atcouncll.or FOR THE PROJECT LOCATION: p p Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP https:/Aiozards.ate-ounall.org LOAD (mph) effects p region debris zone CATEGORY depth N 41.0031 N '12.56650 RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THIS NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amoro O 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 5990F-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 MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, 0 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection, and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXP05URE CATEGORY: EXP05URE B AFFIX THE ABOVE 516N IN ACCORDANCE for work performance of the builder. The builder shall O Elevation Latitude i cooling temperature cooling difference immediately notify Designer, to writing, if there Is any W heating g factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT WITH TITLE Iq NYGRR PART 1265 anc dtscrc p y found between field conditions and plan 80 ft 41' North 150 99%outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. z N MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (�O'-O" roof � � 83012.1 WIND DESIGN: In accordance with Figure 83012 B wind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g (5) 6 Daily range span, 140 mph, pitch less than 5:12) [TABLE Rb02.111 design Is not required. This building Is designed In p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. cv 10"F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf O 83012.12 PROTECTION OF OPENINGS: This building is not located D , UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Wlndborne Debris Region. (V AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storagge 20 psf, O Balconies 4 decks 40 psf,Rooms other than sieeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING` OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION NOMINAL MATERIAL b design corresponds to the 30 psf round snow load column to OF FASTENER ' OF FASTENER THICKNESS DESCRIPTIONa' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these Ions are nominal sizes. Engineered wood dimensions 4-8d box(2�"x 0113");or 4-8d box(2%"x10113");or g (LVL,Ir sL I-joists, g 3-8d common(2/ x 0.131 )•or 3-8d common(2/ x 0.131 )• or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate ' Toe nail 21 Joist to sill,top plate or girder ' Toe nail 3-10d box(3"x 0.128");or 3-10d box(3 x 0.128"); or Staple 15 ga. 1 4 4 8 8302.1 FIRE-RE515TANT EXTERIOR NALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to 1 projections shall be located at least 5 feet from lot Imes and% /0.097 -0.099 Nail 2 3 6 are not fire-reststance 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 34 3 6 R302A FLAME SPREAD AND�ySp OKE DEVELOPED INDEX 2 Ceiling joists to top plate 3-8d common(2/ x 0.131 ) j ' (roof applications also)blockin to sill or to ]ate lOd box(3 x 01.128 ), or +')� 6 o.c. toe nail /2 and/ Staple 15 andal6 ga.2 4 8 havings AND G 15 (Q: sum wallboard is I 0 (r F� 1 " " J g p p 8d common 2/ x 0.131 or lass A finish or Per oast toe nail 22 � ' 3-1 Od box (3"x 0.128");or t9 5 450) a Fc -complies (re d max. 200) and a SDI - O (req'd max. 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 1/4 4 8 " " • 1 " 0.113"); Sta le 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(2/2 x or p g 4 8 INSULATION, Exposed Insulation that is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common(2%2" x 0.131"); or Staple 15 ga. 1 a 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1Od box(3"x 0.128"); or Face nail 2 32 and 3/ t surfaces shall have a F51 5 25 and a 5DI 5 450. See plans 0.097-0.099 Nail 2Y4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135");or Staple 14 ga. 2% 4 8 around all penetrations of the floor and Gelling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-itis Common 3/ x 0.162 1 where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 4-1 Od box (3"x 0.128");or3-16d box(3%2" x 0.135");or 1 Staple 15 ga. 2% 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 5 Collar tie to rafter, face nail or 1 14"x 20 ga.ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common(3%"x 0.162 At each bearing, face nail 1 0.097-0.099 Nail 4 $ 8302.13 FIRE PROTECTION OF FLOORS, Not needed for this to rafter 4-3"x 0.131") 3-16d common(3%2"x 0.162");or SPACING` O FASTENERS project under Exception 4. 4-10d box 3"x 0.128" or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%" x 0.135" . or ( )� DESCRIPTION ' OF FASTENER AND LENGTH ( ) 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-10d common(3"x 0.148");or 4-3"x 0.131"nails;or inches (inches) from insulation per listing. 6 Rafter or roof truss to plate 4-1 Od box(3"x 0.128");or nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown - (inches) (inches) or trUSS' 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or � � 1 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed In O 20d common(4"x 0.192")• or and adjacent to door panels;within 60 inches of wet surfaces; m W ' at top and bottom and staggered. Fiber-cement and at locations where shown on the lans. t n m Z 4-16d box(3 %2"x 0.135");or p Z , w _ 3-IOd common(3"x 0.148");or IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d,corrosion-resistant, ring shank nails R3oq.l GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Toe nail 3 6 9 } d,t d) z V 4-1 Od box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle tp - - -I�" O Z W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 7 „ 3 6 R310entry doorway. EMERRGENGY E50APE AND RESCUE OPENINGS: It Is the O dJ L O And: Staple 18 ga., %long,%crown p r O to minimum 2 ridge beam 1 „ „ • 2-20d common(4 x 0.192 ), or 1 (finished flooring other than tile) Z z z 3-16d box(3/ x 0.135 ),or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by d p- O LU Y2"„ „ . 3-10d box(3"x 0.128");or 1 a lop x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 1L v W ® O 2-itis common(3 /2 x 0.162 ), or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J O QC 3-lOd box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) p� 0 X- ,d 3-3"x 0.131"nails 8311.-1 5TAIRWAY5: Interior stairways shall be re-assembled �- y 4-16d box(3Y2"x 0.135")• or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O for the finish 8 8 wood units. The maximum riser height shall 8-1/4 inches and N O Q 4 Wall 3-16d common 3 3"x 0.162" ; or ( ) the minimum tread depth shall be q Inches, plus nosing where z Ll t� 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter,face nail 16d common(3 72"x 0.162") 24" o.c.face nail 4-1 Od box(3"x 0.128");or Plywood required. Provide handrolls per Code. < Q 8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128");or 4-3"x 0.131"nails 1%ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above " 16 o.c. face nail „ 3 6 grade, and steps leading thereto, shall have guards that X Z 3"x 0.131" nails 2-1Od box(3 x 0.128 ), or 2-8d common %and%6 12Y2 ga. (0.099")shank diameter conform to Code-. "y\ 29 Bridging or blocking to joist (2%"x 0.131")• " Each end,toe nail 16d box(3%2"x 0.135 )' or ,or 2-3 x 0.131 nails Staple 18 ga.,%,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3I22 WINDOW FALL PROTECTION: Windows with sills less than g 3" x 0.131" nails SPACING OF FASTENERS i corners(at braced wall panels) _ it 3 is 1 /ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade /2, /, /2 and y 6 8 shall be protected per Code. itis common(3 3" x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND Intermediate 12%2 ga. (0.099")shank diameter 16d common(3 y" x 0.162") 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` (inches)sh supports`'` 1 %ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION, Interconnected „•...,r,.. 10 Built-up header(2"to 2" header with%" spacer) 19 5 z3 3 1 „ smoke alarms,carbon monoxide alarms,and heat detection +-"` •<'^�:, 16d box 31/2" x 0.135" 12"o.c. each edge face nail (inches) /2, /, /2 and/ 12/2 ga. (0.099 )shank diameter 3 6 alarms shall be Installed at all locations shown on the plans. 6 5-8d box(2 y"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 y 6 8 `•�4`.t " �.�.0., 8315 CARBON MONOXIDE ALARMS: Install at all locations `"c f�.�"c; •u:-a �J 1 :: :: . see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] r - 11 Continuous header to stud 4-8d common(2/ x 0.131 ),or Toe nail [ O P g gl Hardboard specified on the plans. 4-1Od box(3"x 0.128") 3 � -i � 6d common(2".x 0.113")nail 6 12f 1%2 long ring-grooved underlayment nail 6 6 831"1 WOOD DECAY PROTECTION: Lumber specified to the plans 30 / /2 subfloor,wall ' as pressure preservative- treated (P.T) shall be in 16d common(3Y2' x 0.162 ) 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 12 Top plate to top plate 31 /2 1 8d common nail(2Y2"x 0.131 6 12 Staple 18 a. /lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless ' .Q R. accordance with AWPA UI for the Intended use and location. . . I Od box(3 x 0.128 );or 12"o.c.face nail 1 g ) steel bolts. r lOd common 3"x 0.148" nail or p g steel,silicon bronze, copper or t/2" diameter or greater 3"x 0.131"nails '/ ( ) Particleboard 32 1 / - 1 74 8d(2Y2"3"x 0.131" deformed nail 6 12 ( ) 1 4d ring-grooved underlayment nail 3 6 /4 8401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on � Other wall sheathings Staple 18 ga.,z/long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 D';LiVERED FEB 1 Q 2021 8-16d common(3%"x 0.162"); or Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16s box 3 %"x 0.135" ; or :: 1/ galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 ( ) (minimum 24 lap splice length 33 %" structural cellulosic fiberboard sheathing 1 „ 3 6 g include GW S GP-gravel and sandy gravel;em a GG-silty and 13 Double top plate splice 12-1Od box 3"x 0.128" ; or diameter,or 1 crown staple 16 ga., 1314" long Staple 16 a 1 %lop % crown 3 6 clayey ravel;5W 4 SP-sand and graver sand;5M d 5G-•st1 ( ) each side of end joint) 3 2 p g '' g' s and Gla a sand. Unsuitable subsol material encountered Ll 12-3"x 0.131"nails 1 /4 galvanized roofing nail /6 head 6d ring-grooved underla ment nail y y J Y2,sY 6 10 durin excavation shall be excavated and replaced In-situ 1- 34 z32" structural cellulosic fiberboard sheathing diameter,or 1"crown sta le 16 a. 1 %" long 3 6 �' s 3 with /4" crushed stone to a minimum depth of 8 Inches or AOBE. O p g g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3 V"x 0.162") 16" o.c.face nail1 „ d 1 y"galvanized roofing nail; staple galvanized, R4022 CONCRETE, Basement walls,foundation walls,exterior O Bottom plate to joist,rim joist,band joist or 35 /2 gypsum sheathing 7 7 walls and other vertical concrete work exposed to the 1 y long; 1 y m screws,Type W or S For SI: 1 inch=25.4 m. 14 blocking(not at braced wall panels) itis box(3 1/2"x 0.135");or 12"o.c.face nail weather shall be air entrained stone concrete with a minimum 3"x 0.131"nails ;/8" d 1 %4" galvanized roofing nail; staple galvanized, p g - p ay 0 IL Q- r compressive strength of f�-3,000 sl at 28 days. Porches, 1 36 gypsum sheathing s „ s ,: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage O (� m :, 1 / long; 1 / screws,Type W or S g P 3-itis box(3%"x 0.135");or 3 each 16 o.c. face nail z floor slabs shall be air entrained stone concrete with a O Z �0 Bottom plate to joist,rim joist,band joist or b. Staples shall have a minimum crown width of/6-inch on diameter except as noted. minimum compressive strength of f'o=3,50o psi at 28 da O 15 2-16d common(2%"x 0.162")• or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P p p g p days. 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. dJ 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 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. 4 37 %" and less i „ systems shall extend below the frost line, i.e.,to a minimum •� �L 8d common(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. V t_ 4-8d box(2%"x 0.113");or 1 :: „ 8d common(2%"x 0.131")nail; or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. p 1 3-16d box(3/ x 0.135 );or 38 3/811 - V i „ 6 12 R404.1 1 BACKFILL: Backfill shall not be placed against `� (�- 4-8d common(2%"x 0.131"); or 8d deformed 2/ x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 y p Toe nail ( ) Y foundation walls until cured a minimum of 7 days. Brace to 4-10d box(3"x 0.128"); or 10d common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. (�/ 01 d W 'd- 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 4-3"x 0.131" nails 39 13" - 1%4" 8d deformed(2%"x 0.120")nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O iL1 Q 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Lominated veneer XX d Q 3-16d box(3%" x 0.135"); or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus '�I\ W < � 7- 2-16d 2-16d common(3%"x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. V _UJ P 3-10d box(3"x 0.128"); or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall d 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 minimum W sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X < 3-1 Od box(3" x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a b c Q <WALL SHEATHING USED TO RESIST WIND PRESSURES ' � R-1o2s GYPSUM BOARD: All interior walls to be cowered with Y2" �- 17 Top plates,laps at corners and intersections 2-16d common(3 3"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwiseN tV 3-3"x 0.131"nails noted on plans. O O b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v J MAXIMUM PANEL NAIL W 3-8d box(2Y2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL MINIMUM WOOD NOMINAL WIND SPEED V,,,t R?03.3 SIDING: Exterior wall covering shall be vinyl siding tested aL � STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re Ions and installed -� 2-8d common(2 3"x 0.131");or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) g W Face nail PANEL SPAN SPACING with fasteners in strict accordance with the manufacturer's O 18 1"brace to each stud and plate 2-1Od box(3"x 0.128");or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind ex osure Cate or Instructions for high-wind regions. Use stainless steel naps for IL O f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P category IL 2 staples 1 %" p g g g pp inches (inches) ) fastening vinyl siding on buildings located within 3,000 feet of p (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 tp 5 24/0 1. 16 3-8d box(2%"x 0.113")• or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 3 6 12 140 115 110 8802.1 WOOD 800E FRAMING Load bearing dimension lumber � 2-8d common(21/2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1"x 6" sheathing to each bearing 2-10d box(3"x 0.128"); or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1"crown, 16 a., 1 %4" lop sheathing shall conform to ASTM C 208. :, 1.75 24/16 %6 p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box(2/2"x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edgeses For SI: 1 inch=25.4 m , 1 mile per hour 0.447 /s. vented spaceace within the soffit. Attic Is vnvented. 3-8d common(2 y"x 0.131");or supported b framing members and required blocking. Blockingof roof or floor sheathing panel edges perpendicular to Rg05.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall 3-10d box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with ASTM D-1158 Glass G NOTES 3 staples, 1"crown, 16 ga., 13/4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F, and shall be fastened In Pp Y g g accordance with the manufacturers Instructions to achieve i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8"and wider sheathing to each bearing Wider than 1 x 8 Face nail � p gJ �p g• P P ►'g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%"x 0.113" or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2%"x 0.131");or j• RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 81006.2 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 exterior of the dwelling 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y")at Load bearing or braced/shear wall m above(must stack over wall below) Load bearing or braced/shear wall above ( � at 16"o II, 16d(0.135 x 3 Yz") 3/8", 12"on-center 9 R • Plate nail,16d 0.135"x 3/2 ) When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- Blocking panel: 1Ye"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ to Joists at 16' on-center on-center - ® ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z')at 6"on-center Ya"TimberStrand LSL or TJI joist. IV'TJO panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B an%y hole maybe cut Q 1Ya"TJ®Frim Board, 1Ya" required on both Plate nail c ent(0.135"x 3Yz") Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT anywhere In web out- ~ ® at 16"on-center* ® side of hatched zone TimberStrand LSL or 1Y"TJ Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cut or notch flange. TJ I'D Floor panel nail- , boundary nails, at B3W ONLY IX"TimberStrand LSL 8d(0.131"x2/2')at 6"on-center , „ or TJI@ joist O 8d 0.131"x 2Yz' a 1/a TimberStrand® Rim-to-oist Web Stiffeners required 4"on-center ) LSL rim board. �s"-+ Web stiffeners 6" „ 0 O 6" Z nail j each side atA3._W B1 B1W required on both 0 Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 6" Toe nail, Toe nail, IV'TJO Rim Board A3/A3W When sheathing ends at B4W ONLY No Held cut minimum holes are permitted if V ® ( 7 „ 12" x 3")at 6"on-center minimum No field cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist only)or thickness exceeds/s , Web stiffeners required DO NOT holes In (applies to all holes the group perimeter to/esln holes larger Q at 6"on-center at 6"on-center y) min. End of joists at hatched meets requirements for hatched f " u ' 1Ya"TimberStrand LSL. trim sheathing tongue 3 „ on both sides at B1 W cur holes In cantilever except knockouts) q than+/ In For rim board thicker than 1/4 centerline zones round or square holes. zones cantilever 7J1®rim joist at rim board and B2W ONLY reinforcement. q Q Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support J1J required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support * sides at Al W ONLY * joist bearing at ends. Attach 1k support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N Al Al W A2 A2W 819(9(9 nail from side of arallel closure into rim board. walls above or below-see detail B1 ZO O rim joist per A3 detail. P below see detail B1 Joist rJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W AV A3.2 tA3.3 P O O z' 3~ a" 5^ s''/, T' e% 1r +3" r 3' a' s' sY^ r s�/^ 1+^ +3" O O O y Nail through b with til row wood backer and Ij j O v, Details and Installation in Weyerhaeuser Installation Guide + o , � 1+o r-o° r-s^ z'-o^ 3'-0" 5'-0" r-o~ r-s° z'-s^ 3'-e^ a'-s" Weyerhaeuser Installation Guicle for Floor and Roof Framing,TJ-9001. 1/a"TJ" Rim Board or 1/a"TimberStrand" LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") r g 210 1'-0" T-6'• 2'-6" 3•-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-900 1. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. s z 230 ,'-s" 2'-0" z'-s" 3'-6" s'-s° 1'-0" z'-0" T-0" 4'-s" F-0" p - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3%"TJI® 360 1'-6" z'-o" T-0" 4'-0" s'-0" 1'-6" z'-s" T-s" 5'-0" s'-6" (`I with connections equivalent to floor panel joist flange widths. 56o r-6" 2•-s" T-6" 5'-0" T-0" r-o" T-0" 4'-0" s-s" 6'-0" ®� i maximum I for 1 "- 6'-0"length of TJI joist 8 diameter max mu hole o 1 /a + schedule. 110 ,'-o° ,•-o~ r-s° r-o" z'-s~ 3'-0" '-s" V-0" r-s° r-o° z••s~ a'-s° 5'-0" s'-o° # 1�"TJI Rim Board 1/a"TimberStrand® 210 r-0" r-s" r-0" r-o^ 3'-0" 3'-6" s'-0" r•0" r-s" z'•6" 3'-0" F-0" F-s" V-6" reinforcement and filler 16"deep blocking panels;6"diameter - block.Use 4'-0"length maximum for blocking panels 9%"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1'-0" 1'-6" 2'-0" 2'-6" T-0" 3'-6" e'-s" 1'-0" 2'-0" 2'-6~ T-6" s'-6" 5'-s" 7'-0" LU 4'-0"length of 8"diameter maximum hole for 11%8'- 9 with one 8d(0.131"x 2/) 360 r-6" r-o" T-0" 3'-6^ 4'-6" s-0" T-0" r-s" 2'-6" T-6" 4'-6" 6'-6" 6'-6^ T-6" 3 „ 7 „ ® " one each at top and bottom flange. , �• reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 11/s TJI or shorter than 12 long. 560 1'-6" 2'-6" T-0" 4•-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" 7'-8" 8'-0" 8"diameter maximum hole for 11 , " Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to 7 one side at E2,both maximum for blocking panels 9/z joists. 9 Pp 1+o r-o" r-o" r-o^ r-o" r-s° z'-o° 3'-0~ 5'-s" r-o" r-o" ,'-s" r-o° 3'-s'• a'-o" s'-o" e'-o" Web stiffeners / -16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y2") Horizontal blocking uniformly 210 r-0" r-0" r-0" r-s" z'-0" 2'-6" 3'•6" 6'•0" r•0" r-0" r-o" z'-s" T-0" a'-s" 6'-8" a'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. IV'TJO Rim Board 1Y4" nail at each corner panels between each loaded joists 1a^ z3o 1'-0° 1'-0" 1'-0^ 1'-s" z'-s" z'-s" a'-o" 7'-0" 1'-0" 1'-0" 2•-0" 3'-0" 4'-0" s'-o" 7'-0'• 9'-0" sides at E1 W ONLY panels 9Yz"deep or shorter than g TimberStrand®LSL.Nail with joist. Nail to top plate with only. 3so r-0" r-0" 1'•6" 7-6" 3'•6~ 4'-0" 6'•6" 8'•0" r-0" r-6" r-s" a'-o" V-0" 6'-6" s'-o" 9'-6" 1 12"long. 1 10d(0.131"x 3")nails,one 12"length of%" connections equivalent to Wood d� �d` 5s0 r-o" r-0" 2'-0" T-0" 4'-6" s'-o° 6'-6" 9'•0° r-s° 3'-0" a'-o° s-o^ T-o" r-s" s'-o° 1_0� /,s Do not cut flanges. 1/s TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer s �a�` ete� ot\�`1� z,o r-o" 1•-0" 1'-0" 1'.0" r-o" 1'-6" 2'-6« T-6« 6'-0" r-0" 1'-0" r-o" 2'-0" T-0" T-6" 6'-8"TimberStrand® LSL. Nail with one side at E5, g d6 16" 230 1'-0" 1•-0" 1'-0" 1'-0^ 1'-6" 1'-6" 3'0" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2•-0" T-6" 4'-0" 7'-0" 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of 3/" tied`�e� oa boa 3so r-0" r-0" r-0" r-0" r-6" 2'-8" 4'-6" 6'-s" 9'-0" ,r-s" ( ) both sides at E6 reinforcement on on e �.Ie side ti�� � 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0" 12'-0" each at top and bottom flange. joist web with 3 rows Full depth verticala� �r ��`� blocking between at ET both sides at E8 F1 ° Berg �u : 10d(0.148"x 3")nails at 6" 9 a" 5" s~ T a" 10" tz^ 1"' +T' 4" 5^ s~ 7" s" +o" 12" +5' +r' Attach reinforcement on-center,clinched.Use 2 each joist 360 r-o° r-0° r-0" 1'-0" 2'-0" a••0° s'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'0" 10'-0" 11'-0" 13'-6" 2x4 minimum 0 „ 7 „ E7 E8 Less than 5" 78" to joist flange with Z' tr rows with 91/2 and 11/ Less than 5° 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-8" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 8'-6" 6'-0" ,1'-0" 12'-0" squash blocks p 8d(0.131"x 2Yz")nails at 6" cra�`tr TJI®joists. * 20• 360 r-0" r-0" r-0" r-0" r-0" r-0" 4'-0" T-o" 1o'-s" r-o" r-0" r-6" 3'-0" 4'-s" 1h"TJ Rim Board or 2 �� on-center.When reinforcing E5 E6 �/Gap*: WEB STIFFENER ATTACHMENT 560 r-o° r-o^ +'-o r-0" r-0" 2'•0° CS Use 2x4 minimum squash blocks to ® ® Face grain a+ O O %"minimum O Nail TimberStrand LSL. horizontal both sides,stagger nails. E4 1 " 23/"maximum Table B - Intermediate or Cantilever Support transfer load around TJl°joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/2 TJI®joist flange widths 1" pp Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O nails,one each at top and (1Y"for TJI � Nailing: g 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 r 3" 4" 5" 6)z" 7" ar/^ +1~ 13^ z" 3" a" s" sY" 7" a'/e^ 11~ 13^ blocks installed at joist-span Web stiffener both sides. adhesive to all at j p See sizes below. *With point bad from above,and no support 110 2'-0" 2'-6" T-8" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pport g contact surfaces g below,install web stiffener tight to top flange 9y, 210 2'-0" 2'•6" 3'-6° 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" V.6- ,be must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x 2%") T Tight fit* 230 z'-s" T-0" a'-o" S-6" a'-s' Flashing 9 (gap at bottom flange) r-0~ 3'-s° a'-s" 6'-6" r-s" be a minimum ode depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 5-6" 6'-s" 9'-0" T.0" 4'-6" 5'-6" 7'-6" 8'-0" of%olsf depth Nailing Requirements 560 T-6" 5'-0" 6'-0" T•6" 10'-0" 4'-0" F-6" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x tisQa 2/ screws, Depth Minimum Web Clinch nails when possible. j ledger 1 �atypical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 r-o" r-o" 1'-e" '-s" 4'-0" 4'-6" 6'-s" r-o° r-s" r-s" a'-o° r-0" ,-0° 9'-6" End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'•6" F-0" 9'.0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener , ® 0 110 All 5�"X 25�g""' 11T/" 230 1'•0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'_6" 1/6"TJ Rim Board Or 1Y" 360 2•-0^ T-0" 4'-0" F-s" T-0" T-6" 11'•0" 2'-0" T.6" 5'-0" T-0" 9'-6" 9'-6" 11'•0" table below.Maintain ® 210 All 3�"X 25�g""' 8d 560 1'-6" T-0" 4'-6" 5'-6" F-0" 8'-6" 12'-0" T-0" 4'-6" V-0" 8'-0" 10'-6" 11'-0" 12'-0" Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 7 " 5 "t1) 0.113"x 2%") 230&360 All / x 2/s ( 3 3 110 r-o° r-o" 11-0. r-o° T-0" 2'-8" 4'-6" s'-s" r-0" r-0° r-o" r-s" 5'-0" 6'-0" 9'-0" 12'-0" hanger / edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 1'•0" 1'-0" 1'•0" 1'•0" 2'-6" 3'.0" 5'-6" 9'-6° 1'-0" 1'-0° 2'-0" T-6" F-0" T-0" 10'-0" IT-0- Face block joist-span locations using two 2 560 All 2X4'Z' 14" 230 1'-0" 1'-0" 1'-0" T-0" T-6" 4'-0" 6'-0" 10'-6" 1'•0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Face mount: Allowable Load(lbs) , „ (0.135"X 3/z") 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 /2 screws perjoist,typical 9 ® Fastener 1Y4'TimberStrand® 1y"TJO Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-s" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 11-0" T-0-1-F-5,77-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 16d Option#3: 5600 20 2x4f�1 5 5 210 1'-0" 1'•0" 1'-0" 1'-0" 1-0" 1'-0" 3'-6" V-0" 10%0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6•' 6-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Y2"lag bolt 610 480 Directly applied ceiling 22"'3) (0.135"x 3%") 6 11 230 1•-0" r-0" r-0" r-o" r-6" 2'•0" 4'-0" s'-6" 1r-0" r-0" r-0" r-0" 2'-6" s•-o" s'-0" 10'-6" 13'-6" 16-6- hanger top mount hangers,backer block required only Y PP 9 1s^ H1 hanger do not laterally support at jH2 H3 . 24"(3' 6 13 3so r-o" I.-o" r-o" r-o^ T-0" 4'-0" 6'-6" 10'-0" 13'•6" r-0" r-0" z'-0" 4'-0" T-6" 8'-6" 13'-0" O 3 ® O for downward loads exceeding 250 lbs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB 1 When s ecifled cn 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" least/"of TJI joist top flange conditions.For nailing requirements see page 5,TJ- LA O p y O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above is required (2)Construction grade Or better 4" 5" 8" 7" 8" 10" 12" 15'• 17" 4" 5" s" 7" 9" 10" 12" 15" 17" l ` 9001,Weyerhaeuser installation Guide for Floor and v Roof Framing,TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®5600 Joists 16" 360 1'-0" 1-o" 1'-0" 1'-s" 3'-0" s'-o" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'•8" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'•0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-s" 16'-6" 18'-0" 20'-0" BEAM DETAILS FASTENING of FLOOR PANELS 20" 3so ,'-0" ,' 1'-0" ,' ,' 3'-0" s'-0" „' 15'-s•' 1'-0" ,'-0" 1'-s" 4'-0~ T-0" 1z'-6" 16'-6" Guidelines for Closest On•Center Spacing per Row FILLER and BACKER BLOCK SIZES 5so 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" ,2'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" TJI®(,)(2) Rim Board 1)z" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongestside. LU l�L V Nail Size 110,210, 360 and ® " TimberStrand®LSL Microllam® Parallam® , „ , , M BEARING FOR DOOR BEAM TO BEAM BEARING AT Ye"TJ Ri 1Ya 9/ or 9/z"or 14"or 9Y2"or 14"or 18"or 14"or 18"or • Leave/"of web(minimum)at to and bottom of hole. DO NOT cut joist flanges. W I BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" i 16" 16" 20" 113/8„ 16" 20" ) p Z Z Ty Il.i Z CONNECTION CONCRETE WALL t1/e" 11/s" 11/e" OR WINDOW HEADER Tables are based on uniform load tables in current design literature. < •d- � Z p/ 8d(0.113"x 2Y2"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/a' 2x8+3/" 2x6+X" 2x8+y" 2x12+Yz" Two Two Two J T Q _1 W 1X8"TJO Rim Board or Strapper code if t0 late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located m _ Z J P P 10d(0.148"x 3"),12d(113%") 3 6" 4" 4" q'• 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joist span provided that no other holes occur In the Joist. Q � ,-- < d z 1Ya"TimberStrand' LSL or is not continuous over 10 6 Cantilever 2x6 2x10 2x6+s/" 2x10+3/" 2x6+Yz" 2x10+Y2" l(1 t O 16d(0.162"x 3)i") 6" 6" 8" 6" Not 7 blocking for lateral support header + 4 Filler long long sheathing sheathing sheathing sheathing pp Not applicable ALLOWABLE HOLES Headers and Beams DL 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 applicable - Q panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ® < >` p[ W ® Q Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 „ 3 „ „ 1.55E TimberStrand LSL Headers and Beams 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least'/z'and staggered. (Detail F1 / or/a /a or/ / or 1"Net 2x6 2x8 2x12 V d plate is not continuous ( ) pp p p gg or H2) 2 x diameter of the O } d (3)With 10d(0.148"x 1/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. over column 3 1 If necessary,increase filler and backer block height for face mount hangers and maintain/s"gap at top of joist;see detail W Fillerand backer largest hole(minimum) Q Top mount (4)Can be reduced to 4"on-center if nail penetration Into the narrow edge is no more than 1 /a"(to avoid splitting). bock dimensions should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for filler blocks). N •(\ (V Q Q hanger j/� V / Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 �"(to avoid splitting). %depth (� Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q hanger wood from direct recommendations listed above. Q __1 t contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ■Nailing rows must be offset at least Y2"and staggered. "- literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of V into the TJI')joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL _ Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI®joists is 18"on-center. y PP cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9X"-9Y2" 3" g�• 8,. 11Ya"-117 - 3s��� p p TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements 14"-16" 4/" require bridging or mid-span El General Notes See illustration for allowed hole zone ,�.••*sr*.„, Piece #of Fastener ;:�a. :,p•,, Width Plies n, When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with •��'` s: f r' o Type Min.Length #Rows pacing ovation uniform and/or concentrated loads anywhere along the member. ��"•,«"+*• 10d nails 3" 3'2' sides,stagger fasteners on the second . Round holes only BEARING AT 12" side so they fall halfway betweenP� f-t tI • No holes in headers or beams in lank orientation. COLUMN 2 12d-16d nails 31/4" 2'2' One side fasteners on the first side. p Screws 33/"or 3%" 2 24" Other Trus Joist® Headers and Beams ,'w °• +'i .1 12" Both sides y Rim board joint Microllam® LVL t9 `�.'�'�1r.,+t:✓•f .^t'"1�r4:, ' r',y:i • 10d Waits 3" 3'Z, DO NOT bevel cut joist Al •�/ i, .,;,,i r, beyond inside face of wall. 3 12d-16d nails 3 Ya" 2'2' E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL ..' `•:�,?' 1'*.. .,*"` a' ' 13/" 33/"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the depth '.F`' , °""'° t•` '` Screws 2 24" Load must be applied evenly across g (minimum) Y p °`f< t f«•;''1�r•"44' 5" One side entire beam width.Otherwise,use face ofsupport member, largest holer, r Verify column capacity 10d nailS(3) 3" 3'2' One side connections for side-loaded beams. DO NOT cut,notch or drill e f'°r3_,1«r t,•t« and beam bearing (3) 1 (z) 12" (per ply) except as indicated in L5 length.See current 4 12d-16d nails 3/4 2 d o 0 01 holes Illustrations and tables.beamsers or O e erhaeuser literature. 5"or 6" Both sides DE Iv���� FEB i a 2az� Weyerhaeuser Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° ° ° 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"Or 6" Both Sides maximum Width of 7" ••••• 1 1 Microllam® LVL and Other Trus Joist®Beams 0 1/s"TJ®Rim Board or 1/a" Parallam®PSL Header or Beam Maximum Round J 1 2 Screws 6 3/„ 2 24' One side 3/z, TimberStrand® LSL. allowed hole zone Depth Hole Size Q r A2 middle%span 43/ 1 13 O j Y"bolts "8" 2 24" - 5Yz' (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4%20" 2•' Q t COLUMN DETAILS. (2)An additional row of nails is required with depths of 14"or greater. H1 U1 (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. see illustration for Allowed Hoiezone O tL n r General Notes t l� B2 • Allowed hole zone suitable for headers and beams with uniform loads only. Q Z to BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only O S. B3 • No holes in cantilevers. V TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 1Ya"TJO Rim Board or (Load bearing wall above) \ , IV'TimberStrandd LSL. Joist may be shifted up to 3"if Use B1 or B2 at WARNING k�l \JV VOne 10d(0.128"x 3") floor anel ed a is su orted tY Z nail into each flange P g pp 64 intermediate bearin6 One 8d(0.113"x 2Y") and span rating is not exceeded. With load bearing O' Joists are unstable until braced laterally O O nail each side.Drive Do not cut joist flanges. y i Q IL '- nails at an angle at braced/shear wall n/ Q Q It nails Plumbing Drop Bracing Includes: 1� O least 1%"from end. End of joists from above g Strut Lines 6 WO • Hangers • Rim Board • Rim Joist P1 • Blocking • sheathin "_y at centerline 3Y2"minimum of support L2 � J V < '� � COLUMN BASE 3 intermediate bearing Also see detail B2 W 1/'minimum end bearing 9 single-family applications 5Y4"may be required T for maximum H1 � � �Q � V ,Z�' Shear transfer.Connections equivalent capacity O o a to floor panel nailing schedule • d, iy - X ii Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building F Q OL ° until braced. that are lying flat. materials on unsheathed .p - N IV'TJO Rim Board, TJI®560 rim joist:Toe Additional joist is required if O y g - °'`' ® ( ) INJURY MAY RESULT. joists,Stack only over J (� - 1Ya"TimberStrand LSL or nail with 10d 0.128"x 3" o TJI®110 rim joist: nails,one each side of floor panel edge is unsupported L4 or if span rating is exceeded. !• 4. Exterior Deck WARNING NOTES: beams or walls. W P2 One 10d(0.131 x 3")nail TJI®joist flange TJI®560 ; :4;'. ° ° LA Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious J L- O into each flange floor joist lumber for rim W Q g a; ' A Structural accidents.Observe the following guidelines: � = lY TJIS 210,230,and 360 rim INSTALLATION TIPS O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®' ' I O •,, • .°.• sheathing 9, 9 1 PP foists must be completely installed and property nailed. ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (y' One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but ° after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q COLUMN BASE ( / ) ° 13/4"minimum bearing into each flange may not be required. ° Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top View Locate rim board joint between joists. Safety bracing(1x4 use lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a J •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJIO 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJlt joist(with web stiffeners)is not a substitute concrete 1%"knockouts at ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. :.;,:.-,• IV'TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Yz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 `':' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.comlinform. Optional plumbing or HVAC. P3 non-shrink See framing Ian if applicable)or flush with inside face rout Drive nails at an g p ( Pp ) of wall or beam 1-JOIST DETAILS 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 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 TJIJoistlnstaiiation Guide, TJ-9006, which should be referenced for additional information. A - a r 6 -7 �l TONN OOMMENTS Z � ' ' THE I — AURORA ' ' o w A allAL.I TY NEVA HOME MODEL E31' OASIS AT MATTI TOOK, CORP. o lu Lu z � z 0 o O 12 -L==J D } 1�1 } O v 0 - - - - - - - - - - FINISHED 5EGOND FLOOR w V O ® ® � --- wm ❑ 00 z 0 o ZZ <� O-z–tw El m El El El E:l El - �OOIzI� TABLEo Iv }- �_ oz - - - - - - - - - - - - - - -� - - - - - - - LOOK 202 sf — dJ FINISHED FIRST FLOOR FIRST FLOOR 1,215 sf 0. } w ® ti p - SECOND F I, �/ �� - - . i •, r wm GARAGE 552 sf ° ' M ! ❑ ® El ❑ BASEMENT 1,226 sf / d Q FINISHED GRADE PORCH 241 sf N z TOTAL L I V I NO SPACE I I 2,41'1 sf I I I I I I I I I I I I t l I I I I Z I I I I I I I I I I I I t I I CONDITIONED FLOOR AREA 3,643 sf I I I I I I I I I I I I I I I I I (I NCLUDES BASEMENT) — INFILTRATION VOLUME 3'7,200 cf I I I I I I I I i t I I I I I I I (INCLUDES ATTIC 4 BASEMENT) I I I I i t I I I I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I i I � _ � — � � — � L_ _ � I � _ � i � _ .� I .,� t,-f�•`���. c�t•,f���}}fv�,: e,�. I_ ❑ ❑ - - - - - - - - -� - L - - - - �- - -� - - - - - - - - -I - - - - - - -- - - - - - - - - - - - - - - - WW ba - - - - - - - - - - - - - - - - - - - - - - - - - -� INt�EX TO r7)RA lINCS �•��:� ' l '� - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - � • , t :.r `�.� •��� (i a dr DRAWIINO No. COVER 4 ELEVATIONSif I FOUNDATION PLAN A-2 �/ ,ry >.',•t;^:, , ,�. FIRST FLOOR PLAN A-3 FRONT ELEVATION ;.f;,Y-�� Fs��.• 2nd FLOOR PLAN A-4 e,.x WALL BRAG I NG 4 ROOF PLAN A-5 SCALE: I/4" = I ft SECTIONS d DETAILS A-6 QF-IVERED OCT Z G 2021 NOTES A-7 TJI-DETAILS A-8 ' O r O O � 1 r O LL Q. Q� m 03 O � e 12 O Q z �- 5.25 `L tL lu a z ❑ ❑ o ❑ Lu OL < � -1 -�5.25 OL 12 r— OL VJ w IL IL ---------- --------------- --- --- ----- ------ -------- --------- --------------- -------- --- ----- - ----- ------------ ---- - m e 21go o -- ---- ------------------------ — ---- --------- H�m --- — r-0wrr ps(oVOC4 J DATE: FEBRUARY 2021 COVER $ SIi� REAR� ���Y�TIOREARELEVATIONSIDE ELEVATION ELEVATI ONS SCALE: 1/8" = 1 ft SCALE: 1/8" = 1 ft SCALE: I/8" = I ft DRAWING NUMBER A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE 3 O [Rg05.2.6] � � O 7'-4" 24- No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] 14'-8 I/4" EGRESS WINDOW WELL TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i 7'-5 I/2" 8" CONCRETE STEM WALL ON SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [RG05.1.2] O 0 Ib" x 8" P.G. FOOTING 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V -1 2x8 [UG3B] P.T. LEDGER _ - - - - - - - - - PROVIDE FALL PROTECTION I/2"m z 4"YALV. LAG SCREWS AT I6" O.G. 5TA65ERED [R5O7.q] - - - (TYIP-3) �. P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES A LU IL v) 6 - - - - - - - _ 1 7 I/2" STRUCTURAL PANEL SHEATHING [R803.2] O - - - - - - BASEMENT ENTRANCE STAIRS IL (2)-2x10 P.T. 6DR� I 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� L -I I _ _ I #4 REBAR AT 12' ON-CENTER EACH WAY W LU ---1 o STANDARD HOOK AND LAP INTO 16" x 8" P.G. I- W I `m DECK I I FOOTING, 2" MIN REBAR COVER SOLID WOOD BLOCKING N m l I I ABOVE m I IO I I z / I CEILING JOIST < - - - - - - - -1 I Q C4 o r CASEMENT - - - - - - - - - - - - - - -- - - - - - - - - - - - - \ 2836 CASEMENT Ib'-O" DRIP EDGE [RgO5.2.8.5] ` EGRESS WINDOW EGRE55J-4INDOW 1x8 WOOD FASCIA r I I I 11" T `r 1/2" GYPSUM WALLBOARD ! SOFFIT VENT - (A 10" POURED CONCRETE FOUNDATION STEM WALL I -►J(6"R UPON 24" x 12" Ht CONTINUOUS P.G. FOOTINGI L = DOUBLE 2x TOP PLATE 1 VINYL SIDING. ATTACH THROUGH RIGID MINIMUM 3'-0" BELOW GRADE - - - - - - - - - - _ _ _ _ _ _ _ _ _ � MINIMUM 24' LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND - J I _ _ _ _ - _ -- - -- _ _ -- - -- _ - 6A5 WATER HEATER EMERGENCY ESCAPE 4 RESCUE OPENING I ! AREAS AND TO RESIST A MINIMUM 28 psf [R310] rGONG PLAT b" HANDRAIL I .7.8 SUCTION LOAD (EXPOSURE B) OR 40 psf } J HW A. O. SMITH 0 I AND STEPS _ GPVT 50 200 <- ON 13 15E p (EXPOSURE G). F C 3068 I OAPACITY = 50 gal BASEMENT I ! O I I Q iv 4" P.G. SLAB I I DRYWELL v in OL I L- -`'-4 - - - - - - -- - - - - - - - - - LL INSTALLED VER INSULATION. INSTAL LAND TAPE ALL SEAM AM I NOTE: x I S PER " I 2x4 WALL STUDS AT ib" O.G. MANUFAGTURER'S INSTRUCTIONS [R703.2] q: " HOLDDOWNS ARE AFGO ZIP MODEL 4X F R-15 UNFAGED FIBERGLASS BATT INSULATIONNOT REGUIRED FOR 4"4' STEEL COLUMN I 23-6' I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP'S)ON 2'-b"x2'-b"x12" DEEP P.G. FTG. I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ GAP-HEAD NAILS WITH A MINIMUM /4 I THIS PROJECT. w/(3)-#5 REBAR EACH WAY I ( I � 11 (3)-1.75 x 11.875 LVL GDR (TYPICAL-4) I PENETRATION;5PAGED 12" O.G. PERIMETER AND r (ENGINEERED DESIGN) I I I R-13 2 CLOSED-CELL SPF INSULATION Ib" O.G. FIELD. (ALSO AT RIM J015T IN SECOND ' FLOOR PLATFORM - NOT SHOWN) I/2" STRUCTURAL PANEL SHEATHING (� 7'-2" r 7,_2„ r 7 7'-O" __ -- 3/4" STRUCTURAL PANEL SUBFLOOR x O P _ I I z 2 S LE LATE o I I � I L O - J L - J L - - J BEAM POCKET I I m 2x BAND J015T m I x t i I (7 r'P-2) I I i - 1 I I I II 2xb PRESERVATIVE TREATED SILL [UI IL -IF -1I FLOOR JOISTS Ln I I __ -_ __ _- COPPERII I I I ( - OVER SILT SEAL RMITE SHIELD I(3)-2x!0 FL HDR (3)-2x10 FL HDR 6N&GAVATEP I „ I �"' EXTEND SIDING TO WITHIN 12" OF FINAL AFGO ZIP MODEL 4X I O " WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR H15TORIC DISTRICTS 4%) STEEL COLUMNI _ I I [R403.1 b] ON 2'-O"x2'-O"xlO" i � cv O LZ I lo" I I 10" MINIMUM Y2" dlo. ANCHOR BOLTS SPACED NOT DEEP P.G. FTG. 113 F- I I I I GREATER THAN 6 FEET ON-CENTER EMBEDDED (TYPIGAL-2) I (2) IR I I _ I I I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE FILHDU CELLS OF CONCRETE MASONRY UNITS. THE \ 13 O I 10 p I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND zI O O t I Q N I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR aG I I Q N i 8@ I I I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO Z i IN I-- I 2 BOLTS PER PLATE 6 N I I I I I SECTION BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS Z n U)W RA LU In DEGK LATERAL CONNECTION[R50-7[R50-7.L1.2113-O HHALLS. .2] ( I I I i THAN SEVEN BOLT DIAMETERS HAL FROM EACH t� �j I I END OF E PLATE SECTION. LS 24 INCHES W r; } N U_ } 4 d- d1 Z lY i I" INSTALL IAW MANUA GOTURER'S -1- - - - I - - - - -I- I I I FEWER THAN ONE ANCHOR BOTOTAL LENOTH OF, L LOCATED TSHALL HAVE �E -r •• z z W SPECIFICATIONS O I I I I CENTER THIRD OF THE PLATE SECTION AND LU O} (TYPICAL-6) I _ I I DROP FOUNDATION BELOW SLAB DROP FOUNDATON BELOW SLAB I SHALL BE ATTACHED TO ADJACENT WALL Y r j c� 7 vQ /� z AT DOOR OPENINGS AT DOOR OPENINGS I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q U Uy Z 11- � T" O W \ �- - - - - -- - L - - J �- - -- - - - - - - - - - - - - - - - - - - - - - - - - - -I TABLER602.3(I). Q � 0 sl-� lL [Kw ® O DECK I 7 _ OL (2)-2x10 FLUSH ABOVE (2)-2x10 FLUSH - - R-II BASEMENT WALL BLANKET INSULATION - - - - - - - - - - - zNOOZO� OlY Q � o I- - -I I- - - - - - - - J - -Io �- - -I I- - - - - - - - -� r - - - - - - - - - - - - - - - - w� �WLo �' o> z � 4n - w >x� NO d iv P.G. FOUNDATION WALL to(�!L c0 O Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 r-. w W-8 < (� Q _ _ _ _ _ _ _ _ _ _ _ _ BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY O O �] 2_q q_2 2'_q' ri 8'-O" `p 2-q q-2 - 8'-4 I-8 8-4 3-4 AND ONE No. 4 BAR NEAR MID-HEI&HT OF THE WALL Q O O STORY [TABLE R4O4.1.2(I)] cv 2x8 [UG313] P.T. LEDGER EXPANSION JOINT 1/2"(P x 4" GALV. LAG SGREWS AT 16" F O.G. STAGGERED [R5O7.q] O FF 7 (2)-2x10 GDR � � � � � � __1 (2)_2x10 GDR F 4" P.G. FLOOR SLAB � -- -- -- -I -+ + I- -- ----I- -- flte•e'1 k�.,.. POURED CONCRETE FOOTING L - J L - J - L - J - J L - J - J ON UNDISTURBED 5O1L [R403.1] r ...... - -- Ta tis.••"('• CONTINUOUS UNDER STEMWALL (b MIL POLYETHYLENE FILM ,9 .Af.•\. V f+ P.G. FTG ti`4 �t�.C✓^k (rtS�nr t ) or �y '�t Y�r�'N•: j2' 2' �•�1� 1%:" � a 3? TYF10AL NALL SECTIO 8'-0" q'-I 3/4" 6'-6 3/16" 7'-0" SCALE: NT5 24'-8" ,•, a.,, . 4 DE IVERED OCT 2 6 2021 ' UG B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12"4P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON A 24" x 24" x 12" EEP P.G.FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM 0 MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) rQ A-6 (ENGINEERED DESIGN) O Qo � � r Op � FOUNE)ATION PLAN °oz O SCALE: 1/4 - 1 ft O OV N l� O 13 0 O Q Q- �� o O STRUCTURAL DESINOTE vON P V QAND DOOR SCHEDULE In accordance with the 2020 ROWS; structural TQQ �-- 0 No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such 05 engineered Wood, steel and X 7- < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and x< girders that: I- A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE _ c`i 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 0 V 1 C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sfJ 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE I) resist gravity loads, and W -1IL O 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 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 ROWS IL � 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 IL G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sfJ 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(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 ND5-2018 with 2018 supplement. O 1 THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfl CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls ondl 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 I) resist wind loads, and 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 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 therescrl tive design p p 9 FOUNDATION PLAN 8 provisions of the 2020 R0N,r5 TYPICAL WALL SECTION were designed 1n accordance with ASCE 7-16 wind provisions and acceptable englneerling practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DES:IGN." A == 2 A p p A-6 7 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GONSTRUGTION 7'-10 1/2" 10'-6 1/2" 12'-7" 6'-4" 0 CODE OF NEW YORK STATE z z O p Ui R101.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECCCNY5. Both REScheck (U.S. De artment of Ener and REM/Rate (Norelco) computer PROVIDE RESERVED SPACE IN SERVICE PANEL TO CODE N r ' sof ware was vtlhtze to demonstrate compliance. All FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] mandatory provisions of the 2020 ECCCNYS - Residential WOOD STEPS Ov W Provisions are In force. ri IL r R105.22 WRITTEN STATEMENT, To the best of my knowledge, 8._D:, WALL LINE belief and professional judgement,these plans comply with the ABOVE LLQ CLOSED-CELL SPF Energy Code. Furthermore,as a RESNET certified rater (LD. N W No. 2614387), 1 certify that these plans comply with the Home �Q O O O O 6 ATTIC PATHWAY FOR SOLAR ELECTRIC. [TIO3.8] lu Z '^ Energy Rating System (HERS) program. A signed certification 4to g�� INSTALL 2'(P VERTICAL SCHEDULE 80 PVC CONDUITZof compliance with the HERS program (NERC) will be submitted Q PIGRE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 of the constructed building to demonstrate compitane. N d z ° ° e OR GAPS AT EACH TERMINUS [E3802.3.2]. ty (V l GYPSUM BOARD (3)-3°5 --- I - 1 1- --L----------- -301.1 CLIMATE ZONE: 4A Suffolk NY Qlu- (2)-1.75x11.25 LVL HDR (2)-1.75x11.25 LVL HDR --_ -- -- J ® L------- N N ~ CONTINUOUS BEAD OF w[q U (ENGINEERED DE516N) (ENGINEERED DE516N) I DW I I SEALANT -401.2 COMPLIANCE, This project compiles with 2) Section -405 Q pp L _ --1_---J-------------- I c`9iV nn Simulated Performance Alternative,and the provisions of v i J Q >; 6YPSUM BOARD Sections R401 through R404 labeled "Mandatory." EXTERIOR I I6' l� Mandatory requirements: z IR INTAKE = KITGHEN j I „ # R401[3 CERTIFICATE: Builder to post per Code. u D [-1006] m �p I 36 GUARD [-312.1] CONTINUOUS BEAD OF -402.4.1 THERMAL ENVELOPE, To be tested 4 verified to 3 23-4 ------------------------- SEALANT AGH by HERS rater. See Table e test .1.1 In plans. m ----------- -----------------------------] � R402.42 FIREPLACES: Factory built with UL 12-1 doors. z I r ' O I' CONTINUOUS MINIMAL R402.4.3 FENESTRATIONt See window/door schedule N N EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCE-S: All room heating and Z FAMILY ROOM BREAKFAST 0 1� I D w B E ENT ENTRANCE p - r 7'-O 4'-4' O D ILL UNIT PERIMETER hot water heating appliances to be direct vent with both �� Q - - O 0 <- DOPIN d Intake and exhaust pipes Installed continuous to the : O - ---- ----------- outside. N O Q� UL 12 1 LISTED AND ~0 L _ WINDOW UNIT -402.4.5 RECESSED LIC IG-rated and labeled as - LABELED 36 I _ fY O FACTORY-BUILT NOTE: Ll'-O" CEILING HEIGHT havingan qtr leakage rate of not rester than 2.0 cfm w THROUGHOUT FIRST STORY LL 000 per Code. g g (x FIREPLACE [-1004] 1 ") R4025 MAX. U-FACTOR 4 5HGCt See window schedule. 25 cfm CONT. I- I ELEG. PANEL - j R403.1 CONTROLS: See plans for thermostat Information. Prof TECHNOLOGIES ~ cv TO ERV LL R403.32 DUCT 5EALIN6: All duct joints shall be MODEL T705 tt [MI505.4] I I I mechanically fastened and sealed with duct mastic PROGRAMMABLE CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT c J- ,) EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TING: A duct air-leakage test Is not (3)-1.75 x 14 LVL FLUSH (37' LONG) UNIT PERIMETER required under exceptions i and 2. (2)-2x10 HDR c NO WALL _ I R403.3.5 BUILDIN6 CAVITIES: Framing cavities shall not be __----� 6 INTERIOR GA A WALLS; s used as ducts or plenums. 6'-6" II'-4" F e 0 R-15 BATT INSULATION - / R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O 4x4 P05T �� Y�" 6YP5UM BOARD - mechanical system piping carrying hot water to on p " GUARD [R31 I] • ( ' R-value of not less than R-3. 6ARA&E CEILINGR403.5.1 HEATED SERVICE HOT WATER(SHV) CIRCULATION m 2¢iQ Q PDR 6'-8" 2' 6" � V2" 6YPSUM BOARD CONTINUOUS BEAD OF SYSTEM: Not in project. _ POST 1 HEAT DETECTOR U [TABLE 8302.6] -403.6 MECHANICAL VENTILATION: ERV continuous O ]14 4" 3 RAILING O x SEALANT ventilations stems ecifled in the lans exceeds the ' N-� 1 1 F H y P P U 10 R I 4-6" 46minimum efficacy of l.2 cfm/watt. P05T K R403.7 HVAC EQUIPMENT, Sized In accordance with ACCASELF-CLO51NO 20-min Manual J and Manual 5. --6YPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS, 1 z 281 Not applicable I 36" GUARD [-312.1] 20 cfm GOVT. TO ERV ° F.R. DOOR[-302.5.1] • I R403A SNOW MELT, Not In project. 13 1 7'-6" 3'-2" cV [MI505.4] 8403.10 POOLS AN SPAS, Not in project. in 0 N - Q G - -- -- -- -- -- -- __ _ CONTINUOUS BEAD OF R403.11 PORTABLE SPAS, Not In project. ' - 1 2�1 m (3)-1.'75 x 14 LVL DROP HDR N LU p j N NO WALL m 2' 0" 2'-6" (ENGINEERED DESIGN) N ADHESIVE -404 LIGHTING: Builder to Install high-efficiency lamps In at - ° -l- least BOAS of permanently Installed fixtures. Q I d m CONTINUOUS BEAD OF O IpJ- - SEALANT GARAGE -405 SIMULATED PERFORMANCE ALTERNATIVE: This method was Q �� DOUBLE 1� CD Q 5" P.G. SLAB used to show compliance with the Energy Code. REM/Rate , I- iiFL HDR IU_ , PITCHED TO DOOR ° _ -_. -_, . __. software was used to model the building performace - see } SMOKE 4 G.D. Q (� 2020 IEGG Energy Cost Compliance report provided with _ 1<t I J J DETECTOR (TYP) DININO ROOM fl� 2" GLOSED-CELL 5'PF Permit Application. RE5check was used to model the building O ti I x LIVING ROOM Iv �a 4 , r_ ~ , \ Zerformance based on national standards - see REGcheck - - P � o - FOYER � I ------ ------------ �-------� -----------compliance Certiflcate and Inspection Checklist provided with - -r, I x x I I 1OL Permit Application. � HAZARD G AZIN6 [-308.4] 14'-O" Id m W 1 1 , N i I I 4" JU W fn Z IV CONTINUOUS BEAD OF 24-0 I I - Z� O -i W !-� - d v nc SEALANT _ I I I I } Z 6YP5UM BOARD -j. .� 1 � I I I I ,� - cfJ W 1 R.A.G. (2)-2x12 HDR m I J I I J I O QD ),1-1 0) 307°/(2)-lo7° 5L O I I O I [K J t-1 O Z z __ 1 (2)-2x12 HDR I I _ __ (2)-2x12 HDR I O O __ l_--_---.-------------J L -___-_-=____=�_J � l� 1 CONTINUOUS BEAD OF (2)-1.75 x 14 LVL FL 0 J LU p- Q-1 O (2)-1.75 x 14 LVL FL OL a ° PORGH 0 p> 1Z Q d SEALANT (2)-3°5° N (2)-3°5° 1 CONTINUOUS MINIMAL - - 5/4x6 DECKING (� r(� < d P� EXPANDING FOAM AT WINDOW 0 O O < +�- V/ Z Q 0 UNIT PERIMETER +� E E 2'-q" q'-2" 2 W U 8'-O" 2'-q" q'-2" p x 1 WINDOW UNIT (OR TABLE R402.4.1.1 .2020 in N 4x4 P.T. P05T WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) - j INSTALLATION 'I (3)-2x12 HDR (ENGINEERED DESIGN) _ Q COMPONENT AIR BARRIER CRITERIA INSULATIONINSTALLATIONELATION _ (3)-2x12 HDR A continuous air barrier shall be installed in the R•4e,�,�..,, CONTINUOUS MINIMAL building envelope. g p WOOD STEPS Air-permeable insulation shall notbe used as ..f EXPANDING FOAM AT WINDOW General requirements The exteriortherrnal envelope contains a tea.. Q -E.; „ a sealing material. •; ............l3 ' UNIT PERIMETER continuous air barrier. titi�••,<•„C. t3 .' 1 C.) 1 �r Breaks or'Dints in the airbarrier shall be sealed. 15'-2" '7'-0" 15'-2" l� • C- """� f� i The air barderin any dropped ceiling/soffit shall be �,, • r ! aligned with the Insulation and any gaps in the air The Insulation in an dropped ceiling/soffit/soffit (oil barrier shall be sealed. y pp g Ceiling/attic shall be aligned with the air barrier. t r,�,.��t,Qr c, . fid•`>,4 CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall )., - .7 CONTINUOUS doors to unconditioned attics aces shall be sealed. ,7. SEALANT Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavitywith a material having a thermal A , ..`'„�Y••.. GYPSUM BOARD pp p resistance of R-3 per inch minimum. FIRST I FLOOR PLAN A �I LIVERED Walls The'unction of to late and the to of exterior L L-A `� pt �VERED OCT 2 6 21021 walls shall be sealed. Exterior thermal envelope insulation for A-6 - CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: I/4" = I ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air I' barrier. (� !' li CONTINUOUS BEAD OF The space between window/doorjambs and J j SEALANT Windows,skylights and doors 1" framing,and sli hts and framingshall be sealed O O ii Rim joists Rim joists shall include the air barner. Rim joists shall be insulated. O dJ Floor framing cavity Insulation shall be p Installed to maintain permanent contact with Q r 2" CLOSED-CELL SPF the underside of subfloor decking. Alternatively,floor framing cavity insulation O IL l� r Floors including cantilevered floors The air barrier shall be Installed at any exposed shall be in contact with the tap side of and floors above garages. edge of insulation. sheathing or continuous insulation installed Q� Z m on the underside of floor framing; and Q X 0 extending from the bottom to the top of all \ perimeterfloor framIng members. p V m Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with Instead of floor insulation,shall be `�• k) - O i I FULL WIDTH OF SILL overlapping joints taped. permanentl attached to the walls. 0 Duct shafts,utility penetrations,and flue shafts O pL Z �- J Shafts,penetrations opening to exterior or unconditioned space shall be O O O FOUNDATIOPl WALL sealed. Q _ Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled W Narrow cavities with Insulation that on installation readily p[ W conforms to the available cavi space. 1 CONCRETE SLAB • V 0 j Air sealing shall be provided between the garage STRUCTURAL DEVON NOTE A- - - ------- Garage separation and conditioned spaces. /i Recessed light fixtures installed in the building Recessed light fixtures Installed in the In accordance with the 2020 RGNYS structural � Q 4 O Z ;- 1- - - - - - t �- Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight ' --4- (1-I elements such as engineered wood, steel and surface. and IC rated. L.._. � In exterior walls,batt insulation shall be cut steel/wood composite columns, beams, headers and `. neatly to fit around wiring and plumbing or girders that: �4 �' v j Plumbing and wiring Insulation that on installation,readily / ,// . / conforms to available space,shall extend behind piping and wiring. 1) resist gravity loads, and W The air bard er Installed at exterior walls adjacentto a[ - Shower/tub on extedorwall showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs W O O shower or tub. shall be insulated. 2) are not contained in the prescriptive design Q� 0, The air barrier shall be installed behind electrical provisions of the 2020 RGNYS IL 11,- CONTINUOUS IT 15 THE INTENT TO PROVIDE FORA Electrical/phone box on exteriorwalis and communication boxes. Alternatively,air-sealed Q CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be Installed. were designed In accordance with O THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING U51NO penetrate building thermal envelope shall be sealed VARIOUS BUIL:�ING ELEMENTS, APPROVED HVAC register boots ANSI/AWG NDS-2018 With 2018 Supplement. O to the subfloor,wall covering or ceiling penetrated ADHESIVES AI4D SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration GONFIGURATION5 NOT SHOWN, SUCH AS CANTILEVERS AND 5TAIRWELL5, SHALL BE Where required to be sealed,concealed fire SEALED INA '51MILA8 MANNER TO PROVIDE FOR sprinklers shall only be sealed in a manner that is that: A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. other adhesive sealants shall not plates used to illi I) resist wind loads, and voids between fire sprinklercover plates and walls or ceilings. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN AIR 5EAL I NO r E)ETA I LS AIR SEAL I NO NOTES were designed in accordance With ASCE -1-I6 wind SCALE: 3,/4" = I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans,, they are annotated "ENGINEERED DESIOiN." _ F Z Z O p A r-------------------- I - A-6 I I I �--------------------J,I p W a LL 4'-4" 0 HAZARD[R30ZIN 8 L.51 G ~ w 3020 B 4" _ z UNl 10'-8" 2'- q'-8 3°5°!�l _�q 3°5° AWNING " O TUBE " 4" '$ O z a 51-011 F E-STANDING TU O in cv Q c� in (V O n 6°I6 � 1L- TRANSOM BEDROOM 3 GL BEDROOM 4 M BATH -�- S'-O" G 8 Ht '-O" G Ht O '- ' O cV tV a 8 G Ht OIIIKKK O 20 cfm NT.TO ERV cce HVAG EQUIPMENT IN ATTIC _ x 20 cfm CONT. I WHOLE-HOUSE MECHANICAL VENTILATION [R403.61 GAS OR PROPANE FURNACE: LENNOX ELI96UH070XE36B -a _/_ a TO ERV W1505.41 GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 -� L- � = Q [MI505.41 tt LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR Pro I TECHNOLOGIES i N - ------- --------- -----------------INSTAL-L-E4R/-UNIT-IN-GONDJ-T40NEP-A71G. HEATING GAP: 64,000 Btuh;AFUE = 46.1 MODEL T105 u) v BATH CC. DUGT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. ----- PROGRAMMABLE INDOOR COIL: LENNOX GH35-3015+TDR OUTDOOR UNIT: LENNOX MLI4XGI-036-2300;AHRI 20337I46cf0 THERMOSTAT GL N rn� 1 1 HEALTHY CLIMATE HRV/ERV VENTILAITION PUSH BUTTON CONTROL GOOLI NG GAP: 34,800 Btuh;SEER = 15.10 O 2670 2t�o O 2-70 3-O' 3-O INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFACTURER'S SPECIFICATIONS -- STALE AIR TO OUTSIDE AND FRESH SIR FROM OUTSIDE: 6" dla. DUCTS C0 CJ SMOKE £ G.O. �— — -1 I-8 CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 HALL O ODETEGTC R (TYP) O IA.C. RUTURNI o FRESH AIR TO INSIDE DIFFUSER INH LLWAY: 6" d1o. DUCT 6'-6" I'-0" 10'-O" RAILIN m L — —� 2°7 247o STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. A (2)-2x10 HDR ROWER STALE AIR DUCT FROM KITCHEN HIN(5ED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x9.25 LVL FLUSH — —� a — — — __ __ _ ALL DUCTS INSULATED TO R-4.2 m 3050 (ENGINEERED DESIGN) H ND I 4x4 `r BI-FOLD BEARING WALL _ _ _ Q SYSTEM TO BE SET AND BALANCED �O CONTINUOUSLY PROVIDE [M1505.4.41: cv P05T m 2610 �� /� m MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM ® D -� m DRYER WASHER X� AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 36 3'-2" 4'-6" DRYER EXHAUST 2�7Q 4" 4 [MI5021 12" x 12" AIR TRANSFER GRILL IN CEILING----- U r u " c.0 m o X cv o O O = DOUBLE FRAME - O OPENING t� I I NN 24-7° 4.. V BEDROOM 2 GL W.I.G. MA TER$EI?ROB I 10'-0" TRAY G Ht �'-O" TRAY G Ht 14'-0" 2'-2" 5'-6" 4" —-•1441- 11i m O E I (2)_1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END (2)_1.7_5x14 LV_L_w/HT530_M_TL STRAP AT EACH EN Z W, W Z (ENGINEERED DE51GN) (ENGINEERED DESIGN) I J 1W 13 -1 W 2x8 GJ AT 16" ox.. 2x8 GJ AT 16" ox.. j (� V Q (2)-2x10 HDR — Z W (2)-2xIO HDR __ __ 1 I i p Z (V 7E3" GLO5ED-CELL 5PF 1KK J�! ------- --------------------------- Q a r p W BETWEEN RAFTER5 !I!L1 � !X W ® O (2)-3°5° (2)-3050 1 fY d 4 m pC a I E E E E f� ry x- 4 p Q [a I I QI I I I I------------------------ I L-----------------------J •''... �. p IVERED OCT 2 6 2021 SECOND FLOOR PLAN Q 50ALE: 1/4" = 1 ft p r' O Cj 00 � � r Qi m ()X O � o v � d O S � GERTIFIGATE � � O� � � O . o I— tL < 0 o This home has STRUCTURAL DESIGN NOTE id p- Z Incorporated features at the time of Initial In accordance with the 2020 RGNYS; structural 4 d v construction to enable the o o elements such as engineered wood, steel and 7- < _J installation of solar steel/wood composite columns, beams, headers and x � OLelectric. girders that: N II The solar-read roof N U y U1) resist gravity loads, and v w U zone is shown on this GO UIT IL construction plan excerpt 2) are not contained In the prescriptive design O w GO U and is free of cos provisions of the 2020 RGNYS g LL H O obstructions that would L O limit placement of solar were designed in accordance with m M ANSI/AWG NDS-2018 with 2015 supplement. O Plastic conduit for future4z =r electric wiring has been LL =rr iLL o Structural elements such as walls and fenestration that: installed through walls at SOLAR-READY the locations shown to 1) resist wind loads, and DATE: FEBRUARY 2021 ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design electric service panel and Eprovisions of the 2020 RGNYS 2nd FLOOR roof mounted solar p PLAN panels. were designed in accordance with A5GE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DE51GN." A === 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] -7 f3HL A BNL E3 ROOF LINE -O"7'-O" z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL d,e. g ----E3NL 1 0 JOINT CONNECTIONSa,b,c LL n GROUND SNOW LOAD (psf) 0 lu 20' 30 lu RAFTER RAFTER zRoof span(feet) OL SPACING SLOPE IL ,, a _-�_ 6 (inches) 12172TF287 36 112 120 < 6 AGGESS R(OF Required number of 16d common b d,e nails', per heel joint splices', 0 0 �GE!55 ROOF X 12 4 6 8 10 4 6 1 11 8 11 14 3:12 16 5 8 10 13 5 6 .) 24 7 11 15 19 7 11 16 21 1 6 12 3 5 6 8 3 5 6 8 4:12 16 4 6 1 10 4 6 8 11 24 5 8 12 15 5 16 POST DOWN POST DOWN POST DO�414 < 7 12 3 4 5 6 3 4 5 0 ro 0 i AGGESS RZOOF 1.15 x I& LVL STRUCTURAL RIDGE T 5:12 16 3 5 6 8 3 5 7 9 X X I�IVL\R\1� It 1.75 12 3 4 4 5 3 3 4 5 t 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 1 9 1 3 5 7 9 ------------- is ROOF BELOW 12 3 3 4 4 3 3 3 4 F- 9:12 t 16 3 4 4 5 3 3 4 5 < 2xI0 RIDGE 24 3 4 6 7 3 4 6 7 KI 16 12 3 .5 3 3 3 3 3 3 12:12 16 3 3 4 4 4 3 3 3 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI05.8] 24 3 4 4 5 3 3 4 6 C A INSTALL 2"0 VERTICAL SCHEDULE 80 PVG CONDUIT THROUGH ALL HALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For ST: I inch 25.4 mm, I foot 304.8 mm, I pound per square foot=0.0479 kPa. 8'_0 A [E3502.3.21. BHL 2 a. 40d box nails shall be permitted to be substituted for 16d common nails. 6 2'-11 X X 2- b. Nailing requirements shall be permitted to be reduced 25 AGGE55 ROOF 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. 1z -------- X d. Where intermediate support of the rafter is provided by 2xI0 RR AT 16" o.c. 2xIO RR AT 16" ox.. 2xIO RR AT 16' o.c. 2xIO RR AT 16" _V vertical struts or purlins to a load-bearing wall,the tabulated heel joint connection requirements shall be HALL LINE permitted to be reduced proportionally to the reduction in span. e. Equivalent nailing patterns are required for ceiling joist m O ROOF LINE z ROOF L11 to ceiling joist lap splices. LU SECCNr�) STORY E3NL PLAN SOLAR-READY ZONE [TIO3.3] f Applies to roof live load of 20 psf or less. PROVIDES 5611 HIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume Z < d) SCALE: 5/165 1 f t FROM EAVE To RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom < (j) z tu [R324.6]. THE SOLAR-READY ZONE SHALL 0 F (3 z REMAIN CLEAR OF: OBSTRUGTION55UCH AS of the attic space. Where ceiling joists or rafter ties are U) PORCH ROOF BELOW VENTS, ETC. [TIO3.41 z IS)- 4, X located higher in the attic, heel joint connection 111- z t- z cv (TYPICAL-3) < > iv J� 15 requirements shall be increased by the following factors: LU @ () < rz X M < 0 > < HC/HR Heel Joint Connection Adjustment Factor V 1/3 1.5 < 1'-) 1/4 1.33 115 1.25 1/6 1.2 z ROOF PLAN 1/10 or less 1.11 < SCALE: 1/4" 1 ftwhere: E3NL E E3HL D E3NL G -0 24'-4" He Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. or V-1 HR Height of roof ridge measured vertically above the top of Y, ,v il-0 1/211 3'-4 1/2".. rT 41-411 the rafter support walls. J, ---------------------- X BRACED WALL PANEL CALCULATIONS `.?.7 Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story OCT 2 6 2021 _7 Numbered Lettered Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B: 2-Sty J� 24-4 11 . Roof Eave-to-Ridge Height 0.84 0.84 T-4" La Wall Height 0.90 0.90 81 4 I t 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 M LL T_ Wind Factor Total 0.756 0.756 1� z illBraced Wall 140 mph Total Bracing dj Braced Wall Bracing or Line Spacing Required Wind Fact Required Length Status 0 Line I Bracing (ft) Bracing Provided (ft) 0 Method Tota I j I i CS-WSP 30.67 7.13 0.756 5.39 23.33 OK Z 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK it C J A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK < IL 8 CS-WSP 37.00 8.40 0.756 6.35 23.00 OK :D IL Z J Wind Adj ustment Fa ctors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE lu Lower Story Dwelling Garage Comment In accordant Hlth the 2020 RCNY5; structural << elements such as engineered wood, steel and Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling)- 1-Sty(Gar) A N X l__ Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6-0" (garage) steel/wood composite columns, beams, headers oncl OL < < Wall Height 0.95 1.00 9'-0" (dwelling): 10'-0" (garage) girclars that: Number of Braced I/Vall Lines 1.00 1.00 2(dwelling& garage separate talc) 1) resist gravity loocls, and Additional 800 lb Hold Down 1.00 1.00 N/A LIL W 11.1 Gypsum Board Fastening 1.00 1.00 N/A -1 2) are not contalnecl In the prescriptive cle5ign CJ LU Wind Factor Total 0.884 0.760 IL --------- E3NL 5 provisions of the 2020 RCNYS 2'_a" 2-11 0 -i T.. Here designed in accordance with Braced Wall 140 mph Total Bracing L 11 Braced Wall Bracing Wind Factor ANSI/AWG ND5-2018 with 2015 supplement. Line Method Line Spacing Required Total Required Le ngth Status (ft) Bracing [ft) 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 5.47 0.760 4.16 24.33 CK II I 5 CS-WSP 31.67 13.67 0.884 12.08 17,33 OK 1) resist Hind loads, and DATE: FEBRUARY :2021 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 proscriptive design WALL BRACING 4 -J D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the :20:20 RONrS R00f-: PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed In accordance with ASCE 1-16 wind A z FIRST STORY BNL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/16" = I ft where such elements occur In the plans, they are annotated "ENGINEERED DESIGN." A - 5 -7 -7 TYPICAL ROOF R-3q Z N Z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O O 1.75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL 5HEATHING OVER IS) � (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16' O.G. R-3G 6" THICK OL05ED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF --------_----------------------------------------------- ----------------------------------------------------------------------------� WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] -------------- I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] N WOOD BLOCKING Q ' v w i IL I 2x12 GRO55-RID6E - - - - I GABLE WALL INSULATION: 12 12 LL - - - - - - - - I CONTINUOUS R-5 HNGH RIGID FOAM XP5; 5.25 -- -- 5.25 W CAVITY R-13 2" SPF FALSE C7ABLE _ w Z m I I FULL-HEIGHT F- e) w SHEATHING z N Q I I I L-------------------------------------------------------- BEHIND LEDGER SEALED ATTIG (INDIREGTLY GONDITIONED) _ GEILING I " 12 2x8 GJ AT 16" O.G. ® SMOKE 8 G.O. 2" 50LID - - - - - �- - - - - - - - I I - -- - - 2x6 RAFTERS AT 16 O.G. �� DETECTOR IN ATTIC WOOD BLOGKING F N MASTER BATH I LAUNDRY >I i -- ->� - - - - - - FAMILY BATH i 1x8 TRIM�IBOARD B� > I > >� o I I I I NG I I I I I I we I ' TYPICAL INTERIOR WALL 4" � " � # I I I (2)-1.75x14 LVL FL HDR I/2 GYPSUM LF�V, I LAV. I i I I WASHER I LAV. I 2x4 STUDS AT 16" O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH I I I I (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 5-);12" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE �} TUB I I ITUB ' (2)-2x10 HDR LOCATED IN THE ATTIG, INTERIOR i TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES f n i 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. V / SHOWER I I I j (2)-2x4 TOP PLATE;2x4 SOLE PLATE d) tX MIN. R-4.2 DUCT INSULATION. I- I_ I (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN w O 2nd FLOOR ----- --------------L--_- ____ - ------ -----�- - ---- -------------------------------- R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 w HALL BEDROOM 5 ---------- „ „ 2' W I-I/2 W I-I/2 3 W2 W 2 W 2 W i 2 W 2 W I I 3” W 2" W G.O. VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION G.O. (-- 2,: W 3, w OVER 1/2' STRUCTURAL PANEL SHEATHING G5-W5P WOOD FLOORING OVER N _i I (2)-1.75 x 14 LVL FLUSH HDR -i----------------------- ----------------------------------------------------- 3/4" PLYWOOD SUBFLOOR �J CEILING (- - _ j R-13 2" CLOSED-CELL SPF II I f Ppy IDER I KITCHEN AT RIM JOIST 1; 14 TJI-560 FJ AT 16" O.G. �1 14 TJI-560 FJ AT 16 O.G. LL t(� > 5TA I R5 >I >I _ I (2)-1.75 x 14 LVL FLUSH HDR z z (3)-1.75 x 14 LVL ° O i I j I O 1/2" GYPSUM BOARD FINISH z ! !t WG KIT SINK LAV. I DW I 11 II LIVING ROOM 4 z! 'z FAMILY ROOM I Q� IIItY Ist FLOOR PLATFORM I WOOD FLOORING OVER 15t FLOOR -----------j 3/4" PLYWOOD SUBFLOOR ---------- fepT- ------- -- ------------------ --- -------- ------- -------------------- 1-1/2" W 3" I 2" W j 2x10 FLOOR JOI5T5 AT I6" O.G. G.O. 2" W 3„ ! 3" W 2 W G.O. GRO55 BRIDGING AT MIDSPAN I --- ----------------------------------- ----------------------------------------------------------------------------- ---------------------------------- R-13 2" GLO5ED-GELL 5PF CEILINO ;; II j AT RIM J015T 7 r 4„ ---i - –U F.A.I. STAIRS '' (3)-1.75 x 11.87 R 5 LVL GDN BASEMENT FINISHED GRADE I (4)-3/8" LAG SCREWS I FINISHED GRADE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (INDIRECTLY CONDITIONED) 2x6 P.T. (UG35) SILL 50N TERMITE SHIELD G.O. 4' W j _ ON SILL SEAL WITH 1/2" ANCHOR BOLTS / 10" POURED CONCRETE FOUNDATION STEM WALL N ° (SEE TYPICAL WALL DETAIL) V / I L VERTICAL REINFORCEMENT: NOT REQUIRED FOR V HOUSE TRAP J j TO APPROVED SAND 4 GRAVEL SOILS (GW, GP, SW, 5P) NI Q I SANITARY SYSTEM HORIZONTAL REINFORCEMENT: #4 REBAR AT i ,I ' BASEMENT FLOOR I MID-HEIGHT OF WALL STORY r lu m V ------------------•----------------------------------------------------------------------------------------------------------------------------------� ONE TOP BAR WITHIN 12" OF TOP OF WALL (n l4 I/2" GYP5UM Q FULL HEIGHT R-11 BLANKET WALL INSULATION L V W m z_ i�LUM 3 I NO RISER D I Ofi� M UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING BARD FINISH AS MANUFACTURED BY SPREAD INDEEEDX CORP. Z 'y— MINIMUM 3'-O" BELOW GRADE [R302.7] Q ASTM E84 MAX. FLAME SPREAD INDEX ` 25 d" 0 Z tu MAX. SMOKE DEVELOPED INDEX 50 m �� BZW SCALE: NT5 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB (� ) >r O Z z Lu 0z w Lu 30"x 30"A2" DEEP P. GONG. SPREAD FOOTING Ix J� _� m ILS < w/(3) #5 RE13AR E.W. Qn Q R I DO E TENSION STRAF: SF-GT I ON A WRAP 5TRAP OVER RAFTER SCALE: I/4" = I ft (5) 10-d COMMON NAILS AT EACH END OF STRAP ft9�rp„?ar. 0;; RAFTFR TO STUD . WRAP STRAP OVER RAFTER , 021 (4) 8- COMMON NAILS AT EACH END OF STRAP ,,t# .. .x.,. AT; .I�'�R�U :uw� 2 b d 2 _ ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION WHERE RAFTER ALIONS WITH STUD D O 2x ROOF RAFTERS AT I6” O.G. O d� USE GALV. HURRICANE TIE BETWEEN O n d _ EVERY RAFTER AND THE ROOF BEAM O 2 — 2x CEILING JOISTS AT 16" O.G. L t- USE (3)-Ibd NAILS AT RAFTER O HEEL JOINT CONNECTION QQ O %z ROOF BEAM (SEE PLAN FOR SIZE) NALL STUD TO NALL STUD : A55E PRESERVATIVE TREATED 2x EXTERIOR WALL � Q ASSEMBLE WITH 10-d NAILS O H m STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH 00 �/ t- O 8-d COMMON NAILS AT EACH END OF STRAP w SEE WIND COMPLIANCE PATHWAY NOTES MT530G STRAP-TIE (4) — EAGH RAFTER ON SHEET 7 `9 V VENTED VINYL SOFFIT Ix8 TRIM BARD O O LL Z UPLIFT GONNEGTION5: 6518 GALV. COIL STRAP �-- R-30 BATT INSULATION O ' USE (2) AT EACH POST, TOP 4 BOTTOM I-I/4" WIDE 20-GUACE O Y �-- 1L 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOI5T PERPENDICULAR TO JOISTS 51MP50N GOIL STRAP GALVANIZED STEEL STRAP J VOL T Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE IN WINDOW AND 'I ' ^�- Q Z (2) No. 8 WOOD SCREWS AT 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ DOOR OPENINGS. INSTALL Lu •L 4x4 WOOD COLUMN STRAP FROM TOP' OF TOP �,� (L EACHSUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JAGK STUD. � Q < [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW Q FLOOR BEAM(SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTI f ABOVE `� FLOOR JOISTS UG35 PRESERVATIVE TREATED BOTTOM OF HEADER �' V) N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS I T T V STUD TO SILL 'LT UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] li(y" 055 d VINYL SOFFIT IL O WRAP STRAP UNDER SILL PLATE PER CODE GRADE (6) 8-d COMMON NAILS AT EACH END OF STRAP , OAx = z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD POST FLOOR JOIST TO WALL: IL ~ O UG3B PRESERVATIVE TREATED SIMPSON H2;(5)-Sd NAILS TO FJ 3 (5)-95d NAILS TO STUD 2x EXTERIOR WALL , �O PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: . Q P05T BASE ANCHOR FLOOR JOIST TO PLATES: -1 a '• "a <. SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES , PLATES TO STUD: a 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO 5TUD VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24 x 12' DEEP P.G. FOOTING WITH(2)-#4 REBAR EAGH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-N l ND UPLIFT ST AFF I NO 7%rF I C.AL FORC.,H DETAIL DETAIL L AT FLOOR CANTILEVER TENSION STRAP I NO AT NALL OFEN I NOS DRAWING NUMBER SCALE: NTS SCALE: NTS 50ALE: NT5 SCALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GALE (SIMPSON 0520 COILED STRAP). A - & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RI01.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building rode - ICI NYGRR • TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES ' and publications Incorporated by reference therein. O Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS RIo5T BUILDING PERMIT: A building permit shall be Issued by the %3 Town prior to the start of work. A copyy of the building permit V - SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on site GROUND DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. SNOW Speed Topographic Special wind Windborne Frost line HAZARDS https:/Mazards.atcouncll.org FOR THE PROJECT LOCATION: LOAD (mph effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00310 H '72.56650 R106.3 DE516N PROFESSIONAL: A Certificate of Authorization is Z Q ( p ) THI5 NEW RE51DENTIAL 5TRUGTURE UTILIZE5 filed with The State Education Deportment entitling D'Amoro WIND DESIGN I5 NOT REQUIRED IN ACCORDANCE WITH FIGURE tu tu ::42fP=Sf1 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F 8301 2(5)B PRE-ENGINEERED WOOD GON5TRUGTION Engineering and Surveying,P.G. ("Designer") to provideLL FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has 0 MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, 0 8301.2(3)] IL THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Q W Elevation Latitude heating cooling factor temperature cooling difference �1.`. WITH TITLE Iq NYGRR PART 1265 Immediately notify Designer, In writing, If there is any 0 w iu COMPONENT AND CLADDING LOADS [TABLE R301.2(2)) DO NOT discrepancy found between field conditions and plan 41° North 15° 99%outdoor DB 850 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especloliy with regard to existing construction. Z N 80 ft O Cooling temperlture Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-O" roof 8301.2.1 WIND DE516N: In accordance with Figure 1`;3012(15)B, wind N (V Daily range span, 140 mph, itch less than 5:12) [TABLE 8802.11] design is not required. This building is designed In p O heating COOIin wet bulb humidity humidity p accordance with the wind provisions of the 2020 RGNY5. 1Y difference g g WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf p � , � 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 83012.12 PROTECTION OF OPENINGS: This building Is not located O ii Ina Windborne Debris Region. cv O AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. 83012.4 FLOODPLAIN: This building is not located In a flood # hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads. 1WY J1�-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than sleeping rooms 0 psf,Sleeping rooms 30 psf,Stairs 40 psf 4 TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE 8602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R3oI4 ROOF LOAD: Roof Design Load is based on the greater Z of the Ground Snow Load (20 psf,applied per ASCE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM 9ESCRIPTION OF BUILDING ELEMENTS a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c 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) (inches) support (i ) (inches) R301B NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 1 " " ; 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-oists, lu-lams,etc) are actual dimensions. 3-8d common(2Y2"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 1TIOcking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder Toe nail 3-10dbox(3"x 0.128");or 3-I0d box (3"x 0.128");or Staple 15 ga. 1 3/ 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and �� �� 3-3"x 0.131"nails 1 1 projections shall be located at least 5 feet from lot Imes and 3-3 x 0.131 nails Up to/ 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2Y2" x 0.113 ) 4"o.c. toe nail Staple 16 ga. 13/4 3 6 R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2%"x 0.131" ;or Rim joist,band joist or blocking to sill or top plate 8d common(2 2" x 0.131")' or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( ) Per joist,toe nail 22 roof applications also " 19 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a SDI = O (req'd max. 3-10d box(3"x 0.128");or ( pP ) l Od box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ p g • 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 1/ 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3" x 0.128");or 3-8d box(2 2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION: Exposed insulation that is not Installed in 3 partitions[see Sections 8802.3.1,8802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common(2%"x 0.131");or Zs s Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-8d box on x Y2"x ); 3 Face nail /2 and/ surfaces shall have a F51 s 25 and a 501 s 450. See pians R802.5.1(9)] 4-3" x 0.131") 0.097-0.099 Nail 2 X 4 8 for exposed insulation values. 2 staples, 1" crown, 16 ga., 1 3/" long Staple 16 ga. 2 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock Ceiling joist attached to parallel rafter(heel joint) p 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3 2" x 0.135");or Staple 14 ga. 2 X 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 %2"x 0.162) Blind and face nail where otherwise, specified by the 2020 RGNYS. 0.113 Nail % 3 6 4-1 Od box(3"x 0.128");or 3-16d box(3 2"x 0.135")• or 1 Staple 15 ga.2%4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 25 2 planks(plank&beam-floor&roof) 2_l 6d common 3 2"x 0.162 At each bearing, face nail 5 Collar tie to rafter,face nail or 1 1/" x 20 ga. ridge strap 3-IOd common(3"x 0.148"); or Face nail each rafter ( ) 0.097-0.099 Nail 12 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this project under Exception 4. to rafter 4-3"x 0.131") 1 „ • SPACING` O FASTENERS 3-16d common(3/ x 0.162 ),or 4-1 Od box(3"x 0.128"); or NOMINAL MATERIAL DESCRIPTION a,b OF FASTENER AND LENGTH8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3 2" x 0.135");or 26 Band or rim joist to joist :: „ End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W N1102.45 with separation 2 toe nails on one side and x 0.131 nails;or (inches) from Insulation per listing. 3-1 Od common(3"x 0.148");or (inches) (inches) (inches) 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga, staples %6" crown ' 4-1 Od box(3"x 0.128");or i 8308.4 HAZARDOUS GLAZING LOCATIONS. Tempered glass or O „ „ or truss „ t h other approved safet Iazin material shall be Installed 1n 4-3 x 0.131 nails Nail each layer as follows: 32 o.c. Floor underlayment; plywood-hardboard-particleboard -fiber-cement pp y g g 1I , rn H 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; LU (� M W V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. V W M Z 6 4-16d box(3 2" x 0.135");or �-/ 3-1Od common(3"x 0.148");or l Od box(3"x 0.128 ); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z Z d� Z R 4-1 Od box(3"x 0.128"); or Toe nail 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle p� - - -i O Z w 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers i entry doorway. (n d- d) 0 z 7 Roof rafters to ridge,valley or hip rafters;or roof rafter And: Staple 18 ga., /long,/crown v 0� i O finished flooring other than the 3 6 8310 EMERGENCY ESCAPE AND RE-5GUE OPENINGS: It Is the lu O Z d1 L Z to minimum 2 ridge beam 1 „ „ . 2-20d common(4 x 0.192 ),or 1 ( g ) builder's responsibility to verify that window units supplied Q- t- O 3-16d box(3/ x 0.135 ), or Face nail at ends and at each splice / P y pP �J d � tU '40® W 1 „ 3-1 Od box(3"x 0.128");or 14 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p > R t O 2-16d common(3 /2 x 0.162 ), or End nail :: 8 8 emergency escape and rescue openings where required. 4 O tX 3-1 Od box(3"x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for tile finish) O } V< 3-3"x ox( "nails 1 „ 1 R311.'1 5TAIRWAY5: Interior stairways shall be pre-assembled 5 O > �- 7 4-16d box(3/ x 0.135 ),or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and ry O Q (for the finish) the minimum tread depth shall be �l Inches,plus nosing where Z Wall 3-16d common 31/2"x 0.162" • or p P 9 28 Ledger strip supporting joists or rafters ( )� At each joist or rafter,face nail required. Provide hondrolls per Code. Q -� 16d common(3 12"x 0.162") 24" o.c. face nail 4-1 Od box(3"x 0.128");or Plywood 8 Stud to stud(not at'braeed wall panels) l Od box 3"x 0.128" • or 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 CUARD5: Walking surfaces more than 30 Inches above 3"x 0.131"nails )� 16" o.c. face nail 2-lOd box(3"x 0.128");or 2-8d common 12%ga. (0.099" shank diameter 3 6 grade,and steps leading thereto, shall have guards that X 29 Bridging or blocking to joist Each end toe nail X and%6 ) conform to Code. g g g ) (2%"x 0.131")• or 2-3"x 0.131"nails Staple 18 ga., %,%�crown width 2 5 Stud to stud and abutting studs at intersecting wall 16d box(3 2" x 0.135");or 12"ox. face nail � R3122 WINDOW FALL PROTECTION: Windows with sills less than 1-1 q 3"x 0.131" nails SPACING OF FASTENERS 11 s is 1 1 1/ring or screw shank nail-minimum e 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 72" x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND a b c Edges Intermediate 1 12 y2 ga. (0.099 )shank diameter 16d common(3 72" x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ° ° h supports',' I R314 SMOKE ALARMS AND HEAT DETECTION, Interconnected g pp /2, /s, /2 and/ /2 ring or screw s)nk nail-minimum 3 6 smoke rs shall sbe Installed at adll locat ons shownand ontheeplans. ?��. '0, ,,.,•,,,�p;� 10 Built-up header(2"to 2"header with 2"spacer) (inches) 16d box(3%2" x 0.135 ) 12 o.c. each edge face nail (inches) 19 s 2s 3 12 2 ga. (0.099" shank diameter Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a 12 6 8 �`•> t' ' 4 5-8d box(2,V2" x 0.113");or p > > g g p g g p g 8315 CARBON MONOXIDE ALARMS= Install at all locations 11 Continuous header to stud 4-8d common(2 2"x 0)131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf speclfled on the plans. " „ " 1 1 long ring-grooved underla ment nail �'. 4-1 Od box(3 x 0.128 ) 6d common(2 x 0.113 )nail f /2 gy 6 6 8317 WOOD DECAY PROTECTION: Lumber specified in the plans 30 4"-2" 6 12 as pressure preservative- treated (P.T) shall be in "�°� '° --�i' "• t ,• 16d common 3 2"x 0.162" 16"o.c. face nail (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 p ( ) accordance with AWPA UI for the Intended use and location. 19 - n 1 n n f '7 ,lit!,,. v.,rl,, �,*;,�• ��:, 12 Top plate to top plate lOd box(3"x 0.128"); or 31 /2„ 1 8d common nail(2 x 0.131 ) 6 12 Staple 18 ga., long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless - -' ;y,,k, r.'�,f^;, d'" ,•�.,. 12"o.c. face nail „ „ steel,silicon bronze, copper or 1/2" diameter or greater I Od common 3 x 0.148 nail; or f, .. 3"x 0.131"nails 32 12" - 14" 1 „ ( „ ) � 6 12 Particleboard steel bolts. ..,�.: ,,,,,,,�.••:°, 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 X � 3 8401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on DE1:IIiERDD OCT � G 2021Other wall sheathingg Staple 18 ga., s long, 16 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 8-16d common(3%2" x 0.162");or Face nail on each side of end joint ,/ „ psf. visually graded soils that have this load-bearing value 12-16d box 3 2"x 0.135" ;or :: 1 12 galvanized roofing nail, 16 head 3 6d ring-grooved underlayment nail 6 10 include 6W 4 GP-gravel and sandy gravel;GM 4 GG-sllty and 13 Double to late splice ( ) (minimum 24 lap splice length 33 2 structural cellulosic fiberboard sheathing 1 „ 3 6 / 1 3 p p p 12-1Od box(3"x 0.128"); or diameter,or 1 crown staple 16 ga., 1 /4 long Staple 16 ga., 1 /long, /crown 3 6 clayey gravel;SW d SP-sand and gravely sand;5M4 50-911ty each side of end joint) and clayey sand. Unsultoble subsoil material encountered 0 12-3"x 0.131"nails 1 %4" galvanized roofing nail, %6"head 1 s 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ O O 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 11/4" long 3 6 /' / Staple 16 a., 1 s s with Y4" crushed stone to a minimum depth of 8 Inches or AOBE. _ p g /long, /crown 3 6 P 16d common(3 72" x 0.162") 16"o.c. face nail 1 „ d 1 1/2"galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior 00 b Bottom plate to joist,rim joist,band joist or 35 /2 gypsum sheathing 1 1 X" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the t- 1 „ 1/2 long; yp For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum `6 `9 14 blocking(not at braced wall panels) 16d box(3/ x 0.135 ),or 12"o.c. face nail - in u- OL r 3"x 0.131"nails 1 4" galvanized roofing nail; staple galvanized, compressive strength of f c,-3,000 psi at 28 days. Porches, O O 36 %" gypsum sheathingd s „ long; s „ 7 7 carport slabs and steps exposed to the weather,and garage I (� th 1� 1 / 1 / screws,Type W or S a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. 3-16d box(3 72"x 0.135");or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a O 3 O Bottom plate to joist,rim joist,band joist or Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of fc.=3,500 psi at 28 days. Q O 15 2-16d common 2 2"x 0.162" • or 2 each 16 o.c. face nail P d1 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. I- m 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or 8403.1.4.1 FROST PROTECTION: Exterior footings and foundations 37 4" 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 O u N 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. • 4-8d box(2 2"x 0.113");or � 1 „ 8d common(2 2"x 0.131 )nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 3-16d box(3/ x 0.135 ); or 38 7/::_ 1.: 6 12 8404.1 ► BACKFILL, Backfill shall not be placed against - a v Z ly 4-8d common(2 2"x 0.131");or Toe nail 8d deformed(2 2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation waifs until cured a mtnimvm of 7 days. Brace top Q IL - - 4-1 Od box(3"x 0.128");or l Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O La _ 4-3"x 0.131"nails 39 1%"- 1 %4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 8502.1 WOOD FLOOR FRAMING: O - O ' 8d deformed(2 2 x 0.120 )nail Load bearing dimension lumber O LL 16 Top or bottom plate:to stud the spacing listed for panel edges, shall be Douglas fir-larch No. 2 or better. Laminated veneer h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus < -1 v < Z 3-16d box(3 2"x 0.135"); or E=2.0 x l0^6. W 2-16d common(3%2"x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; I ksi=6.895 MPa. LH tJ 3-10d box(3"x 0.128");or - Z End nail RbO2 WOOD WALL FRAMING: Load bearing dimension lumber shall lY < p- 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum OL 1 sheathing connections shall have miniinuln 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. < OL 3-10d box(3"x 0.128");or 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 8702.3 GYP5UM BOARD. All Interior walls to be covered with)s" io Q U) � 17 Top plates,laps at corners and intersections 2-16d common 3 2"x 0.162" or Face nail gypsum board;taped,spockfed and painted;unless otherwise ( ), ksi for shank diameters of 0.142 inch or less. noted on plans. 1 _ 3-3"x 0.131"nails ULTIMATE DESIGN V b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM W MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED Vuit 87030 SIDING: Exterior wall covering shall be vinyl siding tested aL IL 0 3-8d box(2 2"x 0.113")• c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL or STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed -a 2-8d common(2 72"x 0.131");or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) with fasteners in strict accordance with the manufacturer's O Al 18 1"brace to each stud and plate " "); Face nail PANEL SPAN SPACING 1L= 2-1 Od box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel Halls for F- ( ), Penetration RATING (inches) Edges Field Wind exposure category d 9 11 O f, For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3,000 feet of O 2 staples 1 4" p g g g pp (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. � ry inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t- m 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 6d Common 1.5 24/0 s 16 6 12 140 115 110 R502.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2 2"x 0.131" ; or ace nail less than 140 mph. (2.0"x 0.113 ) for rafters,trusses,roof beams and telling joists shall be ) Face p Douglas fir-larch No. 2 or better. 19 1"x 6" sheathing to each bearing 2-8d common(2-10d box(3"x 0.128");or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1"crown, 16 a., 1 3/" long sheathing shall conform to ASTM C 208. 2.5 x 0.131" 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be provided with a g g g ( ) 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 3-8d box 2 2" x 0.113" ;or vented space within the soffit. Attic is unvented. ( ) blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common 2 2" x 0.131" ;or For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rg052 ASPHALT SHIN6LE5: As halt strip shingle wrappers shall ( ) supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to pp p g PP 3-10d box(3" x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate comp lance with A5TM 0-7158 Glass e NOTES 3 staples, 1"crown, 16 a. 1 4" long a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened In g , g supported by framing members or solid blocking. accordance with the manufacturer's Instructions to achieve „ i. Where a rafter is fastened two d to an adjacent parallel ceiling joist in accordance with this schedule,provide ttoe nail3 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 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 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. 4-8d box(2 2"x 0.113");or Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2 2"x 0.131"); or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built 3-1 Od box(3"x 0.128"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fire faces shall be rovided from the exterior of the dwellin span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. In apcordance with the UL listing. gA -7 4 staples, 1"crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Plate nail-16d(0.135"x 3Yz")at Load bearing or braced/shear wall above must stack over wall below JOIST DETAIL 12"on-center ( ) Load bearing or braced/shear wall above Plate Hall,16d(0.135 x 3/z") 7 , ® must stack over wall below when resent - R Plate nail,16d(0.135' x 3Yz') When sheathing thickness exceeds/', 2x stud wall at Floor panel nail- /Blocking panel: 1Y"TJ Rim Board,1 ( present) � ALLOWABLE HOLES TJ Io JOIStS tf) at 16' on-center _ 1 „ No load bearing Z at 16' on-center trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y2" at 6"on-center /a TimberStrand® LSL or TJI®joist. g ZO Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 13"hole may be cut Q Blocking panel: anywhere in web out- IV' Plate nail-16d(0.135"x 3Yz") Blocking panel: � H IV'TJ®Rim Board,1/a required on both Web stiffeners required on 2x4 minimum Web stiffeners , DO NOT side of hatched zone at 16"on-center" 1/a"TJ®Rim Board, TimberStr�ind® LSL or sides at A2W ONLY Sheathingboth sides at A3.4W ONLY squash blocks required each side cut or notch flange. TJ Is joist Floor panel nail- * boundary nails, • 8d(0.131"x 2/z")at 6 on-center , , at B3W ONLY or TJIjoist rStrand�' LSL 8d(0.131"x 2/z )a 1/a TimberStrand® N Web Stiffeners required 4"on-center LSL rim board. Yis"-, Web stiffeners 6" O •• 6" Q Q Rim-to-joist � required on both W each side at A3. W B1 B1W V nail - Sides Of both joist 6" L1 2 x D, Di Closely grouped round L 2 x L D ' • Toe nail-10d(0.131" ; z z z 6" 6" LL• Toe nail, ' When sheathing ends at 84W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut a Toe nail, 1/a"TJ Rim Board(A3/A3W g x 3")at 6"on-center 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/a", 12 Web stiffeners reJulred DO NOT holes In (applies to all holes the group perimeter holes In holes larger Q 10d(0.131"x 3") only)or in. q End of joists at hatched meets requirements for hatched + - 1L at 6"on-center 1Y4"TimberStrand® LSL. trim sheathing tongue on both sides at B1 W cut holes In cantilever except knockouts) q than ile !n Centerline zones round or square holes. zones cantilever at 6"on-center For rim board thicker than 13/4" and B2W ONLY reinforcement. W TJI®rim joist at rim board -Attach TJI Joist to rim board with one 10d(0.128"x 3") ( ) of support Table A - End Support O LU Web stiffener Toe nail-10d 0.131"x 3" Blocking panels may be required required on both Must have T3/a"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be re uired with braced/shear Minimum distance from edge of hole to inside face of nearest end support N Dist bearing at ends. Attach 1k support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B21p/ g p Y q with braced/shear walls above or pp sides at Al W Oh=Y P g O 63 63W 64 e Z - A1 * /• g 819(9(9 nail from side of parallel closure into rim board, walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O rim foist per A3 detail. DEPTH TJI® N 0 *For additional installation specifications see Rim Board A3.4 e 1 installation S CIfICatIOnS see Rim Board Details and Installation In A3W �A3.1 A3.2 �33 P O 2" 3" 4" 5' 6%" 7" ar/e' 11 13^ z„ 3 a^ 5" 6y^ 7 a�/8 t1" 13" .(1 Nail through 2x cantilever,wood backer and � � V For additions P O O - 110 t'-o" 1-s" z'-o" 3-0" 5-0" 1-0" 1'-s" z'-4" 3-s" a'-6" t W Details and Installation in Weyerhaeuser Guide -t Weyerhaeuser installation Gide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. Nail T it Rim Board or 1 t/a"TimberStrandh LSL. Blocking TJI®joist web with 2 rows ce (0.148"x 3") - 9�„ 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" 1 t Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 ,'-s" z'-o" 2'-s" 3'-s^ s'-s" 1•-0^ z'-o" 3'-0" a'-s" s'-o" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 32"TJI@ 360 r-4" 7-0" T-0" 4'-0" 6'-0" r-6" 7-4" T-4" F-0" 5'-s" (V Q 7 „ with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" T-s" F-O" T•0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" - 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'- " 2'-6" 4'-6" '-0" 4'-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 113/8"- 1 schedule. 210 r-o^ r-s" 2'-0^ z'-o^ 3'-0" 3'-6" s'-o" r-o~ r-6" 7-s" 3'-0^ s'-o° 5'-6^ s'-s" _ 1Ya' TJ®Rim Board 1/a"TimberStrand® reinforcement and filler ax deep blocking panels;6"diameter 117/8^ 230 r-0" r-4" 7-0" 2'-6" T-0" T-6" 6'-6" r•0" 7-0" 7-s" T-6~ 5'-6" 5'•4" T-0" 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist g 8"diameter maximum hole for 11/a"- 9 one each at top and bottom flange. with one 8d(0.131"x 22") 360 1'•s" 7-0" T-0" T-4" 4'-6'• 5'•0" 7'-0" ,'-s" 2'-6" T-6" 4'-s" s'-6" F-4^ T-6" (� 560 1•-6" T-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" T-6" T-6" 4'-6" 5'-6" T-0" T-6" 8'-0" l-1 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 117/s"TJI® orshorter than 2' long. Attach reinforcement to'Dist nail at each comer F1 applies to 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. 1 110 ,'_0" 1'-0" 1'-0" 1'-0" t'-6" 2'-0" T-0" 5'-4•' t'-o" 1'-0" ,'-4" 7-0" T-6" 4'-0" 6'-0" F-0" maximum for blocking panels 9Yz. J with one 8d(0.131"x 22") Horizontal blocking uniformly 210 1'-0" r-o" r-0" r-6" 7-0" 2'-6" T-6" s'-0" r-0" r-0" 7-0" 2'-6" 4'-0" 4'•6" 6'-4" 8'-6" I- -- Webstd on bo %a"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. ® nail at each comer panels between each loaded joists 1a" 230 r-o" r-0" r-0" r-6" 7-6" 7'6" 4'-0" 7'•0" r-0•' r-0" 7-0" T-0" 4'-0" s'-0" T-0" 9'-0" ba d frorc�above required)on both diameter maximum for blocking Do not cut flanges. 1Y"TJ Rim Board 1Ya" sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with • only. 360 r-0" r-0" r-4" 2'-6" T-6" 4'-0" 6'-6" 8'-0" r-0•' r-4" z'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" 9• 1 Old(0.131' x 3")nails,one 12"length of 3/4" connections equivalent to Wood 56o r-0" r-0" 7-0" T-0" 4'-6" 5'-0" V-s" 9'-0" r-4" T-0" a'-0^ s-o" T-o° r-6" s'-0" ,0'-0" - 12"Ion d d` O %6' Do not cut flanges. 1Y"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer mad- e�et 0���� 210 r-o~ r-o° r-o" r-o^ r-o" ,'-s° 7-s" 3'-s° s'-o° r-o" r-o° r-o° z•-o" 3'-0° 3'-s" TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" i� ec c ��os iso v-0" v-0" 1'-0" 1'-0" 2.6" 2'•6" 4'-6" F-6" 9-0" 1'-0" 1'-0 1'6" 3'-0" 5'-0" 5.610d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 I �FUII de th vertical reinforcement On one side a(``\ �� ��t0 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" t'-0" 2'-0" 3'-0" 4'-6" 6'6" T-0" 10'-0" 11'-0"each at top and bottom flange. joist web with 3 rows P a 10d(0.148"x 3")nails at 6" 9 at E7,both sides at E8 F1 deblockin between a^ 5•• s„ 7•• a 10•• 1z•• 15^ 17^ a•' 5^ s•• 7•• s^ 10•• 1z'• 1s•• 17•,Attach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" 1'-0" 1'•0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6'• 3'-0" 4'-6" 4'-0" 10%0" 11'-0" 'IT-6"Less than 5" 1a'to'Dist flan a Wlth 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 4'-6" 8'-0" 11'-0" 12'-0" 14'-6"1 9 2', t(` rows with 9Yz"and 117/ Less than 5" s UBSi"310CI(S p" 8d(0.131"x 2Yz")nails at 6" a��� TJI®joists. 20" 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" 11'-6" 14'-0" 15'-6" q 2 0� d` O O �/Gar)*: WEB STIFFENER ATTACHMENT 560 1-0° 1 1-0° r-o° 1 z'-o" a'-s" s-o~ tr-4° r-o° ,'-s" 3'-s" 5'-0^ 7'-0' to-4° t3'-o' 1a'-s" 16'-0° 1Ya"TJ'�Rim Board or Face rain .��� on-center.When reinforcing E5 E6 Y"minimum Table B - Intermediate or Cantilever Support 2x4 minimums squash blocks to ® horizontal E4 1 " 23/"maximum CCS) ur q Nail TimberStrand LSL. g �a both sides,stagger nails. Not for use with 3/2 TJI® 'Dist flange widths I„ Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort t,nsfer load around TJI joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 j g nails,one each at top and (12"for TJI® � Nailing: g Pp bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ Is joist blocking with end Web stiffener both sides. DEPTH 2' 3^ 4•• 5•' 6%" 7" a%" 11" 13" 2" 3 a' 5" 6Y•' 7" e%" 11" 13" adhesive to all blocks installed at%joist-span 110 z'-0° z'-4^ 3'-s' a'-s" T-s° r-s° r-s" 3'-s° s'-s" s'-s° Flush bearing plate required. Structural exterior sheathing locations using See sizes below. *With point load from above,and no support contact surfaces below,install web stiffener tight to top flange 9�„ 210 2'-0" 2'-6" T-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0" s'-6" T-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Y4"overhang Flashing two 8d(0.113"x 22") Tight fit* (gap at bottom flange) 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 4'-6" T-6" be a minimum of60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'•0" 5'-6" 6'-6^ 9'•0" 3'•0" 4'-s" 5'-6" T-4" a'-0" SQ2P 2y2"screws, Depth Minimum Web Nailing Requirements 560 T-6" F-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" ofjoistdeprh nails when possible. flange With face mount hangers). Number Nails 110 r-0" 1'-0" 1'-6" 2-s^ a'-o" a'-s^ a'-4~ r-o" r-6" 7-s" 4'-U' 7'-0" T-o^ s'-4^ Treated 2x_ .oast TJI®Joist Series Clinch nails when possible. , ledger 1�1 a�' typical (in.) Stiffener Size Type 210 r-0" r-0" 7-0" T-0~ 4'-4" 5'-0" 9'-0" 1'-0" 7-0" T-0" 4'-6~ 8'-0" 8'-0" 10'-0" g I t<` End Intermediate 11%" 230 1'-0" T-0^ 2'-6" T-6" F-0" 5'•6" 10'-0" ,'-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" •., See fastener 1 110 All W. X 2�s'""' 36o 2-0" 3-0" 4'_0" 5_6" T_o~ T_6" 11,_0" 2'_0" 3'_s" 5-0,. T-0" 9,_6„ 9'_s„ 11,-0„ - 1Y6°TJ®Rim Board or 1/a" 210 All / x 2/6" • -�••��". table below.Maintain 3 „ s ,+, 8d To mount ` 2"distance minimum from TimberStrand® LSL. 7 " s (+) 0.113"x 22") 560 r-4" T-0" 4'-6" 5'-6" V-0" F-s" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-4" ,1'-0" 12'-0- Top (minimum) Option#2: 230&360 All / x 2/s" ( 3 3 110 r-o" r-o" r-o" 1.0" 7-0° z-s° a'-s" e'-s" 1"-0" r-o" r-0° z'-s" 5'-0" 6'-0° s'-o" 17-0" hanger / edge of ledger to fastener. 1 2x strapping installed at/ 16d 210 r-o" r-o^ r-o'• r-o" z'-s° 3'-0° s'-s" 9'-6° r-0" r-o° z'-o° 3'-s" 4-0^ 7'-0° ,o'-o^ 13'-0° ~ Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-0" r-0" r-o" 2'-0~ 3'-6" 4'-0" 6'-0" 10'-s" r-0" IA" 2-6" a'-o" F-6" T-6" 1r-0" 13-4" Face mount Allowable Load(lbs) 0.135"x 32") both sides of web 2"screws perjoist,typical ( 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger ®• Fastener IV'TimberStrand® I%"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" ,'-6" 3'-6" 5'•6" 4'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" t0'•0" 11•-0" 13'-6"116-0- with single TJI joist LSL rim board 16d Option#3: 560D 20 2x4S 5 210 ,'-0" 1'-0" 1'-0" 1•-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Yz"lag bolt 610 480 Directly applied ceiling 22'43' (0.135"x 3Y2") 6 11 16„ 230 r-o" r-0" 1 r-0" r•6" z'-o^ a'-0" s-6" ,1'-0" r-0" r-0" r-0" 2'-6•' 5'-0" 6'-0" 10'-4" 13-6" 16•-6" With top mount hangers,backer block required only 24"j3' 6 13 iso ,'-o" r-o" r-o~ r-0~ 3.0" a'-o^ s-4~ 10'-0° ,3'-s" r-o° r-o" 7-0° a'-o" r-s^ a'-s" 13'-0" t4'-s^ 17'0' H 1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout one of W 560 ,'-0" ,'-o" 1'-o" 1'-0" z'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'-4" 16'-0" 18"-0" (n O least 3/"of TJI'o joist top flange conditions.For nailing requirements see page 5,TJ- LA O O (1)PSI or PS2 sheathing,face gram vertical v O the bracing options above IS required (2)Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 5" 10" 12" 15•' 17" 9001,Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18„ 360 1'-0" t'-o" t'-o^ 1'-s" 3'-0" s'-o" s'-o" 1s'-o" 1'-0" 1'-s" a'-o" s'-s" 9'-0" 14'-6" 1s'-s^ 1s'-s" Z Roof Framing, TJ-9001. sso r•0" 11•0^ ,'-o^ r-o~ z'-o^ 4•-0" 'IT-0" 14'-4" r-o^ 3'-6" s'-o" a'-s^ tr-s^767-4" FASTENING of FLOOR PANELS iso r-o" r-o" ,'-o" ,-o° ,'-0" T-0" 6'-0~ 11'-0" is-s" ,'-o" ,'-o" ,-s° a'-o" T-o" 12'-s" is-s" 1s'-o" z1'-o" OL BEAMDETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES z0^ sso ,'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" ` m O TJI®(1)(2) Rim Board 13rz• TJIv Joists 110 210 230 or 360 560 Rectangular holes based on measurementoflongest side. k) Nail Size 110,210, 360 and ® " TimberStrand®LSL Microllime Parallam® 1 9%"or 14"or 18"or 14'•or 18"or • Leave Y"of web minimum at to and bottom of hole. DO NOT cut joist flanges. DA V W lh BEARING FOR DOOR BEAM TO BEAM BEARING AT a"TJ RI 1Ya 9/"or 9Yz"or 14"or BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" r 16" T 16" 20" 11 T/8" 16" 20" s web( ) p j g Z W z 11'/8" 11/s" 11/a" • Tables are based on uniform load tables in current design literature. } Z Z < z >x OR WINDOW HEADER CONNECTION CONCRETE WALL , 1 3/e" 2x8+3 Yz" Yz" Y" -t�" 8d(0.113"x 2Y2`l,8d(0.131"x 2/2') 4" 3" 6" 4" 3" 3•' 3" Filler Block I) 2x6+ /" 2x6+ 2x8+ 2x12+ Two Two Two • For simple an 5 minimum uniform) loaded joists used in residential applications,one maximum size round hole maybe located _ 2x6 2x8 P P ( ). Y j PP Y Z W 1/a"TJ®Rim Board or Strap per code if top plate (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 � 10d(0.148"x 3"),12d(0.148"x 3Ya") s 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. Q 1/4"TimberStrand® LSL or is not continuous over 16d 0.162"x 3Yz") 6" 6" a a g 6„ Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+Y" 2x10+Yz" Not 1 pp header ( 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams ul 13 z blockingfor lateral Support (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 'I ' Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ® 0- x-1--1 > (v_u 0 O Strap per oOJe if top •• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 „ 3 „ � „ 2 „ .55E TimberStrand LSL Headers and Beams Q plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y"and staggered. (Detail Fi / or/ / or/8 / or 1"Net 2x6 2x8 2x12 a or H2) 2 x diameter of the O } Q (3)With 10d(0.148"x 1/2)nails,spacing can be reduced to 3"on-center for light gauge steel straps. over column a ((1)Hnecessary,increase filler and backer block height for face mount hangers and maintain/e" ap at top of joist;see detail W.Fillerand backer largest hole(minimum) ^, Q Top mount •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /8'(to avoid splitting). block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). 1 V (1 (y Q < '6 hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). 3 depth lI� V f� Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone f Z< p hanger wood from direct recommendations listed above. •� Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Instanation Guide for Floor L1 L2 j_3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O ■Nailing rows must be offset at least Y2'and staggered. o •X Z literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved o 0 0 0 0 1 He E TimberStrand®LSL Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI®joists is 18"on-center. cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers, joist.ct attachment to 9Ya„11 3„ �] a rim board or rim Dist. 8" 8 11Ya"-11�" 35/" TJI®joist framing does not 1 14"-16" 4%" Fastener Installation Requirements require bridging or mid-span E1 General Notes See illustration for allowed hole zone Piece #of Fastener fib• .. Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking Allowed hole zone suitable for headers and beams with & //•o�af 4' 1, ix '.r•, uniform and/or concentrated loads anywhere along the member. 1 �,,.. • •••+, '�f-`• r; .. � •; 'i.tea.<<° 0 sides,stagger fasteners on the second Round holes only .• �• t 10d nails 3" 312' side so the fall halfway between • No holes in headers or beams in plank orientation. �.,'r i:•�-��rf i %�✓,ii BEARING AT 12" Y Y COLUMN 2 12 screws nails 3 r 2`2j One side fasteners on the first side. Other Trus JOISt® Headers and Beams " l ' Screws 3%8'or 31Z" 2 24" H2 t2 is �.►" 10d nails 3' 3(2) DO NOT bevel cut joist Al Rim board joint _{�k1 ; E '. x 12" Both sides beyond inside face of wall. Microllamo LVL B 12d 16d nails 3 Y" 2(2) E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL ?� "' ",?o S'^ C'*• " ' 3 3 33/"or 3Yz' Both sides PP y on beams beyond the Inside LSL hole zone hole zone largest holey ofthe3 depth I/a° Load must be applied even) across 3• Screws 2 24" face ofsupportmember. 9 ( ) r: 5" One side entire beam width.Otherwise,use nimum +; •i."." ,,..y'"" E 202 DO NOT cut,notch or drill OCTrl Y capacity 10d nails 3" 3 One side connections for side-loaded beams. 1 L Verify column ca aci (3) (2) 1,•I and beam bearing I2„ (per ply) d except as indicated in L5length.See current 12d-16d nails'3' 3Ya" 2'2' o holes In headers or beams O 4 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24 Multiple pieces can be nailed or bolted together to CS 6 j4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam LVL and Other Trus.foists Beams Q 5"or 6" Both sides maximum width of 7" 11/6"TJ®Rim Board or IX" Parallam©PSL 1 2 Screws 6 Y4" 2 24' One side A2 L3 ® aimidd a 3lspan a a/tn Hole size O Header or Beam Maximum Round r 3/ TimberStrand LSL. p O Q 1 'bolts 8" 2 24" - O /z •• d 1.3E TimberStrand® LSL allowed hole zone d , 5Yz 1/a O � � (1)1 Old nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Tru ss-LO K-EWPTM. 61 L1 (2)An additional row of nails is required with depths of 14"or greater. 7/a 20" 2" COLUMN DETAILS H 1 See illustration for Allowed Hole Zone IL (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O I B2 • Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist ^' • No holes in headers or beams in plank orientation. 1 � 1Ya"TJ®Rim Bcard or (Load bearing wall above) ® Joist may be shifted up to 3"if Use di or B2ri WARNING `` `` I ' 1/a"TimberStrald LSL. One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings � �D� p/ V � nail into each flange Q Z One l e (0.1 I3"x rive and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally O dr - braced/shear wall Bracin Includes: O p nail each side.Drive Do not cut joist flanges. Q nails at an angle at Plumbing Drop g Q �- P1 1 End of joists from above 0 v LL_ O least 1/"from end. \ X-A/ Blocking • Sheathin 1 " at centerline L2 g Strut Lines -1 Q_ < Z Hangers • Rim Board • Rim Joist 3/z minimum of support L2 T W COLUMN BASE 13/"minimum end bearing intermediate bearing Also see detail B2 single-family applications 5%"may be required g Y for maximum << �- V Shear transfer:Connections equivalent capacity O O 1L to floor panel nailing schedule r o DO NOT walk on joists DO NOT walk on joists DO NOT stack building �h ,;...�..,, ••.,-• Rim to TJI®Joist O • � V l ,,.•., .; until braced. that are lying flat. materials on unsheathed - tV "?3rd;;:':; '-'• '' 1Ya"TJI Rim Board, TJI®560 rim joist:Toe Additionit is required if O O 0 q 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o INJURY MAY RESULT. joists. Stack only over TJI®110 rim joist: nails,one each side of or if span rating is exceeded. `• ', V WARNING NOTES: beams or walls. P2 o LA Exterior Deck Do Nonuse sawn � u-• One 1 Old(0.131"x 3")nail TJ Is joist flange TJI®560 O Lack of proper bracing during construction can result in serious -t Q Attachment lumber for rim accidents.Observe the followin guidelines: O LU O ll! into each flange floor joist • ' ` • -: •' r. . Structural g g !L= •• board or blocking, ® H TJIP 210,230,and 360 rim INSTALLATION TIPS :; O 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. 1L O ELEVATED joist: as it may shrink I I p Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Q� 4--f One 16d(0.135"x 3Yz')nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q COLUMN BASE may not be required. O Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O m 13/4"minimum bearing into each flange Top View y q 0 Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a Locate rim board joint between joists. O worker or one layer of unnailed sheathin •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at Won-center(6' y g• BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. O 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at H3 HOLES extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1'/s"TJ®Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: FEBRUARY 2021 1 Warning: Drilling,sawing,sanding or w TimberStrand® LSL. 12"on-center two 8d(0.113"x 2/")nails minimum 9 9. 9. g g wood products generates wood dust.The paint and/or coating on this "i ;+',: •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 Ay.com/inform, • plumbing or HVAC. Bearing plate to be Optional P g flush with inside face P3 non-shrink See framing plan(if applicable)or I-JOIST DETAILS rout Drive nails at an of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER a This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. -