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HomeMy WebLinkAbout50739-Z TOWN OF SOUTHOLD err BUILDING DEPARTMENT � { TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SETT OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50739 Date: 5/23/2024 Permission is hereby granted to: Mandelbaum, Jay 1107 Fifth Ave Apt 7N New York, NY 10128 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 920 Kimberl Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-13-20.15 Pursuant to application dated 3/15/2024 and approved by the Building Inspector. To expire on 11122/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,195.00 CO-NEW DWELLING $100.00 Total: $1,295.00 Building Inspector TOWN OF SOUTHOLD—BUII.DING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'p Telephone (631) 765-1802 Fax(631) 765-9502 htC s://w .utholho(dtew�tiii . gyv Date Received I JCXnON FOR BUILDINGT For Office Use Only u � PERMIT NO. � Building Inspector*--L- MAR 1 4 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ;f Owner's Authorization form(Page 2)shall be completed. Date: February 27, 2024 OWNER(S)OF PROPERTY: Name: Lauren Gordon, Jay P Mandelbaum SCTM#1000- 70-13-20.15 Project Address: 920 Kimberly Lane, Southold, NY 11971 Phone#: 917-693-8889 1 Email: jpmandelbaumC@aol.com Mailing Address:1107 5th AVE, Apt 7N, NY, NY 10128 CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ura159@hotmail.corn DESIGN PROFESSIONAL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59(Photmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION MNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 500,000 Will the lot be re-graded? Dyes JiRNo Will excess fill be removed from premises? iiYes ❑No 1 PROPERTY INFORMATION Intended use of property:Existinguse of property: Accessory Structure,Tennis Court p p rty: Single Family Residence p p IY Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes 04 No IF YES, PROVIDE A COPY. Check fox After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Ural Talgat BAuthorized Agent ❑Owner Signature of Applicant .... Date: 31l IQ l J_t f STATE OF NEW YORK) SS: COUNTY OF 5 u rr--d(Iy Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this D day of 4LC 20_2_V- 3ry Public �.mm w IMw ry Pub EN State t lC �. New Yak ' yAUTHOR) A ( �v atca� � ° °�°� 4uaGfled in Suffolk CCwuPtty (Where the applicant is not the owner) CommilWon F Ires May;; , Lauren Gordon, JayP Mandelbaum 1107 5th AVE, Apt 7N, NY, NY 10128 I residing at do hereby authorize Ural Talgat to apply on my behalf to the T' wn of Southold Building Department for approval as described herein. A 1, Owner's Signat Oat Lauren Gordon, Jay P Mandelbaum Print Owner's Name 2 Generated by REScheck■• eb Software Compliance Certificate Project Mandelbaum Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,880 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 920 Kimberly Lane Lauren &Jay Mandelbaum Ural Talgat Southold, New 11971 1107 5th Avenue apt 7N 436 7 th street New York, New York 10128 Greenport, New York 11944 6314778963 ural59@hotmail.com Compliance: 16.8%Better Than Code Maximum UA: 358 Your UA: 298 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Enveloge A embll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: g ilin : Flat Ceiling or Scissor Truss 515 60.0 7.0 0.020 0.026 10 13 Ceiling 1: Cathedral Ceiling 190 30.0 7.0 0.027 0.026 5 5 Ceiling 2: Cathedral Ceiling 235 30.0 7.0 0.027 0.026 6 6 Wall west elevation 2nd flr: Wood Frame, 16" ox, 308 19.0 7.0 0.041 0.060 10 14 Window 5: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window Copy: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window Copy: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window 5: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Wall west elevation 1st flr: Wood Frame, 16" o.c. 390 19.0 7.0 0.041 0.060 12 18 Door: Glass Door (over 50%glazing) 44 0.270 0.320 12 14 SHGC: 0.27 Window 1: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Project Title: Mandelbaum Residence Report date: 03/11/24 Data filename: Page 1 of 3 Gross Area Cavity Cont. Prop. Req. Prop., Req. Perimeter Window 1 Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Wall north elevation 2nd fir: Wood Frame, 16" ox. 295 19.0 7.0 0.041 0.060 10 14 Window: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Wall north elevation 1st fir: Wood Frame, 16" ox. 374 19.0 7.0 0.041 0.060 15 22 Wall south elevation 2nd fir: Wood Frame, 16" o.c. 295 19.0 7.0 0.041 0.060 10 15 Window 1: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window 1 Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window 1 Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Wall south elevation 1st fir: Wood Frame, 16" o.c. 374 19.0 7.0 0.041 0.060 11 16 Window 2: Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Window: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Wall east elevation 2nd fir: Wood Frame, 16" ox. 308 19.0 7.0 0.041 0.060 10 15 Window 3: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window 3 Copy: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window Copy: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window Copy: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Wall east elevation 1st fir: Wood Frame, 16" o.c. 390 19.0 7.0 0.041 0.060 13 20 Door: Solid Door(under 50%glazing) 21 0.270 0.320 6 7 Window 3 Copy Copy: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window 3 Copy Copy Copy: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window Copy: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Floor: All-Wood Joist/Truss 940 19.0 7.0 0.035 0.047 33 44 Project Title^mm _... Pro _ _--j : Mandelbaum Residence Report date: 03/11/24 Data filename: Page 2 of 3 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandator requirements iistd in the REScheck Inspection Checklist. f diµ n � ✓ �J .._ Nam Title .. ...... _ g nature pt T Date 1 _.. ww .... _ ----- Project Title: Mandelbaum Residence Report ort.......d ate. 0 W3/.1. 1/24 Data filename: Page 3 of 3 wf,GNfa .a, YnaRAAlx RPE R,141NO,dNNk;R,' X•uiIPWNA P11 TEST HOLE DATA R. a,u¢aWAacDwmx wlYa' zA --r-rm ,wa I.rPa wur. rtc Nln. ROADoEFS c„xccALLE N } OMRB mL@ dN rrnraAPWmm J DARkeRowNurorLOAMIaI seal bA+'T1C 6N EN gOXANN .- fi N f MM"A— aD _ Uow 5 NDYCI-AY(C)1 �c Dr M ,,•,,,,,"",,,�..,,, T... 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GROUNBWATFA ENCWMEREO a TO WBLIC WATER III BELOW GRADE IT ATbTCVYDEEtl,�CC,NN «1 , AODF WIfHACINRCOAL RTER nMl OPENNG(pPE PLAN VIEW Px IXTPKE afi 4A N d2,CwMIG LWCNdrNG�i ` 6 p ry y PA M NbA Jw-MA„„D� GENERAL NOTES �.4�C �I� � tl r ,•. ripwwrBn Te-uAl+laE OxH ,e uArxxE GW* zN uArxaLE ONYwB eaAAwDEAi'ovrApN,.1 P�'BpiA tlAgA NaR,I,�" `� I ALLMATFRBILSANDIEIIIJOSOFCONSTRLCTIONBHALL CONFOPMTO THE STAroMDSAro SPECIFIGAONS OF THE 1"G✓ Ny m * • 4""''�•r rm Mf E pg�p O dTO^ ( M1 r O PTN I AI, .. LOGLTOWNORVILUGE DTHESUFFg COUNIYDEPAMMEMOFHEALTHSEAWCESASR-1I D Li wa N ' .•, in I r1�pyMlA'6&B kNKIlRM N "A'- � O . ^ • TONCRUPHICINEDTOTHENAVM5111NEY BY N4THANTAFi CORWINIII NAND SIIHVEVOR OATE0J111E 11 ELEVAAONS ARE REFERENCED TO THE INVD eeGNM un DWTOPUB CONNECIEO f ! .'�.•'. s �5#qq PVAKe NP d T t:,;^„H4 NwW. ®�., �•••• Y. E bb94T dE•�rAONTRA TOVWa&DLLR? MSE Y TOPLBUCWATER {' OT 9E%9 THEE THE WNTPACTOR ISAONSEOPAL 6UBSMaCE IfFORIMHTI0N�5HOWN ONTHESEPIANSI�WNCEPIUAL RTIU Aho M Ip%y 1 e ^y. 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A-A VIEW SECTION ...,_.. w :..: r"Irr°'a" M K SECTION S-B VIEWfl�woffm PLANS "wAuA411Br�lawwml4 ull-wTRnl dNTEK as SAN-Y PPE N I .o 4 TO O c c,.x- .. ` TITI„-.,._USA uDr'a IrWDsa„ra nrla0$dONwarHr utiDp'fNPpaearr.WanarNB wv'u,urXrpJrA,aksb'usnrly w,'wcrn crq'. w.^cirsu anwtrM 07 ter'^ 'dw�,arRdG MIN: 259.00 Structural D�raLLwing N uau a d n H q9 pT,B'mv A AwC�MIN: _ Wnruru nnwwNTepN�da'eADeurfrrmm'ReH Mrt,PSa:EB'BSrwu.ONa"B`Swr+rTln'^nrdfRW wgOw. lJ r Npa�"4PR4&.CrvuR'.N4 Ca#,RIWCk. 5 iB422a2Dw 1IJ�E °EOM LOT Td ERWNRECTGRANUARNACTORT WMPACTEDT09YA M4%IMJM DENSITY AT THEOPIIMUA MgSTWE EJ.BES BYSTANDARD RiO I TEST ALLBA�ALSHM � r. AREA O B ED TOPUUGWATER 132 LNOiNEAR EE ND,OW)W7EBIFI AroS WRHIN O TE PROPERtt u rnmvmvv p RYE„ SITE PLAN - — r gdbprB ., ... SCALE,•,30L' w.fW Tx - aWwa.adW CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2N PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. 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FNObla'?"alYR%moAmD I:f,lm w4 oR _ LAL�Ca�C a BZO WBAro �b ASSHDWN s.c.T.M.:DIST.IODDPROPOSED RRESIDENCE LOT 15 MAP OF PARADISE Ed ea"aGwau�N L•+raraurx poop�N°INAANWPNfigAa1GAa� HWDf �RWNNMO " DPINt�"D Condon Engineering P.C. iADR,a ',YaNat B'rldr'%u NrDOCda"kN'7 w-AxtNNRmuDNe°P;aw ^yf¢ItFAedNbAMN'@N.IwGTNTA rRk"a!k#eipq WwwfwRDu'IuD ECwL BVR 4.BAY FILE No.6163 FILED NDVETABER 4,197fi I/A UNIT DETAILAPPRONEDECLAL 1755 Sigsbee Road DISTRIBUTION BOX DETAIL LEACHING GALLEY DETAIL, D.-W.JJc 920 KIMBERLY LANE OF )29Mal-ULk, (631)29ew York-2652 SOUTHOLD,NY SANITARY SEPTIC SYSTEM PROFILE (631)29B-1986(631)298-2651 fax NOTTosGLE Oale:3lJ72012 `'",condonengfneering,D0111 SANITARY PLAN 13 � ,. /s S� 3 DRAINAGE CALCULATIONS AREA OF RESIDENCE (DW) DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) a40 5F x (2/12 FT) x 1.0 = 157 CU. FT. USE: (2) V DIAMETER x 4' HIGH POOL (2) V X 4' STORM DRAIN RING = 337.8 CU. FT. PROVIDED REQUIRED 337.8 CU. FT. > 157 CU. FT. EN RE51 DENGE, TWO STORY, TWO BEDROOMS, Q40 sf GFA, 1,880 sf tota EN Al OWT5 SEPTIC SYSTEM 5GDH5 REF # R-22-0700 - PROPOSED I/A FUJI OLEAN U5A WA5TEWA<TER TREATMENT SYSTEM MODEL GEN-7 - GLEANOUT - DISTRIBUTION BOX (DB) - NEW (4) 8.5' x 4.75' x 4' DEEP LEA<GH I NG GALLEY ROXANNE ROAD N 84"22'20" E 179.12' 1 . X N w (7 ITE DAT A" EXISTING TENN15 z d COURT O SCTM # 1000-70-13-20.15 o � O O Z L6 PROPERTY: 920 KIMBERLY LANE ,,-PROPOSED WATER ADDRESS SOUTHOLD, NY 11971 Q O NEW ' SERV I GE DW o A5PHALT OWNER: LAUREN 1107 5th AVORDON E, APT 7�N,JAY NY, NY 110128BAUM 4x8 DRIVEWAY SITE: 40,707 sf = 0.935 ac ZONING: R-40 ►w� EN � SURVEYOR: Nathan Taft Corwin III center line WALKWAY PO Box 16 PAVING ON 1586 Main Road m GRADE r Jamesport, New York 11947 LICENSE # 50467 20' 14' DATED 5/13/2021 4x8 �� 50' \ ONE Y'NRvFIRM ZONE X PANEL 166 NOTES: MAP OFF PARADISE BY THE BAY BASEMENT 5 ROP05ED FILED NOVEMBER 4, 1976 AS #6463 DOOR NEyq \ UNDERGROUND o A5PHALT \ _ NEW or 'm P m LINE GTRIG / CAW AA N PARKING \ It ASPHALT Z I AREA 3 DRIVEWAY GARS \ FRONT YARD 5ET- BACK • e Neck 2 per W G `G S 84022'20" W 25' 259.00' r' lu NE v v ELECTRIC m BOX 1 O Q y - 0% ffE Imm—& L IAaq rNs SCALE: 1" = 20'-0" r% 0 All m 0% mt-k imm D 'a L FB-05 ^ UM RE%'ff"15 I ED' Fm I& U 1= SOUTHOLD, NEW YORK DATE: 3-14-2024 R rTA ; jCIAU RAL TALGAT I. . . ARCHITECT 436 7th STREET fl2ao3 oQ GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT, . EXTERIOR WALL EXTERIOR WALL NEW SIDING ON 15# BUILDING (2) 2x8 MIN HEADER NEW SIDING ON 15# BUILDING PAPER ON 5/8" EXT. GR. i'L5e). TEGO ALL SLUSH PAPER ON 5/8" EXT. GR. PLYWD 30 ON 2xb STUDS ® I6" OG WJ CONNECTION5 ON 2x6 STUDS ® I6" OG W/ R-iqINSULATION, TYPICAL INSULATION, TYPICAL '-IO" ' " '-IO"i n i i n n i n n 1 01_6 ii L INDOW WELLIO4 -4 3 6 -4 6 23 3 -8 6 6" 2'•-C{"GL Cf'-2" GL2'-q" I'--T" GL 4'-Ci" 6" i n i n i u i u u IO" 6'-IO" o" THK GONG FOUNDATION WALLS �J- -� GL 14 --1 G 5 -3 -I O L 1 -1 O ON 10" THK x 24" GONG FOOTING - DHT 616 DJH616 DHT _616 = = DHT3620 DHT3620 DHT3620 DHT3620 = ry s#s REBAR coNTlNuous p TW2 310 310 TW2 310 TW3452* TW3452* TW3452* TW3452* AX 81 A 1 TYPICAL — — — O 0 = ao Tv _ - — — - — — — — — — 1 1 - w k In �I 0 p = PROVIDE-'/ I dJ holfco NALL x4 KALL Vi/ BEDROOM I ( owe '14" '� - - �j�'+� 1 cxv bath d i BRACE R-a INSULATION d- cathedral = (a Vx4' v It o _ - I cei� I I N = -I O — N CC-:4) _ �� i- N I i' N N j � 1 11 '1/8 TJI 560 FJ r = I WALK IN � BATH 5x5x1/4 STEEL COLUMN N 1 2 8 GJ 1 CLOSET -� b'4" x 8'8" p - - 1 2x4 WALL GL I ® 6" OG = 6 x 84 I GL cv 1n ON 24" SQ x 12" DEEP YV R 141 tt1 I -.I pocket door O d O m GL I GONG FTG , W/ (5) #4 N ' 24x80 N N ` - I L I (0 (4) 2x4 (V EACH WAY, SET 4 OFF 2x10 RR ® 16" OG d PO5T 1 BOTTOM, TYP „ 7 x I I "1/8 APB BASEMENT GL -—-—-—- --- I I I x 2x10 RR ® 16 OG = B€CoV� 1CBo" d 1i 111N 2x O G OG N (4) 2x6 VERSA STUDS 14" TJI 560 FJ ® 12" OG 0 v (4) 2xb VERSA STUDSUTILITY ROOM 17 `n CONTINUOUS FULL = CONTINUOUS II 1��+ in - CONTINUOUS ULL 1 +6 0C = HEIGHT OF L dJ o - HEIGHT OF L -1 BA5EMENT o 14" LVL UPSET BEAM �1 OPEN TO ~� 570RA&E 0 I SECOND PROVIDE t- PROVIDE d +lu ,1 �J� 2'-1O" N U� II FLOOR WALL - 1 2x4 WALL ROOM WALL I 1 3 8 2 R+ ,� N A }� I A BRACE _ m w/ R-19 8'Cl" high h coiling BRACE _ ION nr A3 1 x G 5 T o FLOOR GL A3 GREAT ROOM ENTRY `�1j door GL — '- '� A3 _I ry 3'8" 5' BALCONY OPEN TO - m + I — - _ 0 1 LL// 1 a ft high telling FIRST m LIVING / DINING t I o G01lE ED m m — — �0 I 2x10 CJ ® ib" OG ------- FLOOR10 f t • (I 1 ENTRY' 3x3x1/4�STEEL COLUMN I = high Gellingg I ON 24 50 x 12 DEEP 8 T N (4) 2x4 11 GONG FTG , W/ (5) #4 N O� p CD POST 0 II N o EACH WAYBOTTOM, TYP 3' �n �� 2x10 RR ® Ib" OG cxv iv x 2x10 RR ® I6" OG I r7 M I m I —I— -- +moo 0 � I I m p BEDROO 1 UP I GL DN � x cathedral I ATTIC N p CO p kitchen GL UP GL cep I STAIRS +� 1 42 �+ GL - Island 4' I NEW 5x5xl/4 STEEL m ABOVE o �o = ~ � I � 5'x"1'b° COLUMN ON 24 50 x 12 1 1 � 1 I R IERS �- 1 m DEEP GONG FTG , W/ (5) 1 lu -I SINK STAIRS 1(� #4 EACH WAY, SET 4" I 1() r") 1 I ERS OFF BOTTOM, TYP 2x8 GJ p1 (V REF II 1/8 TJI 560 FJ ST IRS 1 ® I6" O 0 BATH laundry o _ = N = _ ® I6" OG 1 I �p I �� closet Q 00 J GL 0 � KITCHEN _ GL 2x4 WALL _i RIS RS _ _j = iT = I = 1 O p c _ = 0+� I N p - — 1 W/ R-Ia lT DN _ UP _ � '� � � � � INSULATION c``I UP -_ washer I I pantry tS� _8 _I �0 s+ I PROVIDE PROVIDE and c y I = - + �o BEAM BEAM I I(� �I landing '� closet - —_ d" � 1 tub dryer g counter top cook counter to (n landln I — 1 POCKET POCKET I landing top g I P J TW2 310 TW2 310 TW2 310 TW2 310 VID DHT 616 D HT 616 DHT 616 DHT 616 emergency `9 NZ mer ennccy0 — O 3' 5' 3'-6" 3'-6" A/G exit G /G I e It 4 10 areaway f� are way G GL GL GL GL bll o 6" 12' (0 3' 7' (0 1' bil 1EMER&EN01r' d r EG 55 WI OW 30 "G 04o" GL 8° Sn Sii i Sn (Oil4'-6" 16'-10" �' (Oil 13' 10 2'-2II 41 31- 11 ,if `I' `I' GL Ir 30' Ir CI'-6" I S'UK I_` L 'MR 1 NO -2 Ir m 10 IBM r M mwo—', Im mu"a F""m L uArm" 0' "ftL 'm ft 0 FBASEMENT F L 0 SCALE: 1/4" = V-0" FLOOR AREA: 940 sq ft SCALE: 1/4" = V-0" FLOOR AREA: 940 sq ft SCALE: 1/4" = V-0" CONSTFIUCTION DFIN Am WING- � U-M ,4e � LANS mi 'm FLOOffix vmft ^ Fmdz M A N L L mwm A U I VE R E%OR`Zw) I D FE IN (."Ok Em SOUTHOLD, NEW YORK DATE: 3 / 14 / 2024 D qRC� U RAL TALGAT ti'' r• �- ARCHITECT r 9 ' 40 D 20 �Q 436 7th STREET AM GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PER" 1� ET 1�Aa RIDGE VENT TYP RIDGE VENT TYP (2) 2x8 GLAD W/ VER5ATEX PC FINr-7: ASPHALT 5H'Nr7LE 12 2 2x8 GLAD W/ VERSATEX 14" OFF SIDING I x 8 RAKE BD Ix8 FASCIA TYP W/ GUTTER I�-6�� HT 61 HT 51 HT 61 NEM 1-611 5/4 x4 TRIM TYP = 5/4 x4 TRIM TYP 1 d- TW24310 TW24310 TW24310 TW24310 TW3452* TW3452* TW3452* TW3452* m TI O _ I I G N I # I D N SECOND FLOOR 5EGOND FLOOR A R 5 8' X . FINISHED FLOOR FIN15HED FLOOR Y x ® 1 -► I L I I L HT 62 HT 62 FWT 020 Tl o SIDING N I # B I DN A R N 5 8' X STAIR LAND N . Y x _ Y STIJ05 ® I " o -1a n452* I S L I N I L TW3452* ENTRY TERRACE LL I I F G 611 FIRST FLOOR -FIRST FL09R FINISHED FLOOR FINISHED FLOOR BILGO DOO R I I I I I I A I I 1 1 FOUNDATION A3 I ( I 1 1 BELOW GRADE I �- 1 I I CMT3040 FOUNDATION 1 BELOW GRADE I I I I I BASEMENT FLOOR 1 I I BASEMENT FLOOR - - -- --- - FINISHED FLOOR - - - - --- - FINISHED FLOOR EgVRATION SCALE: 1/4" = 1'-0" RIDGE \/ENT TYP SCALE: 1/4" = 1'-0" RIDGE VENT TYP (2) 2x8 GLAD W/ VER5ATEX I r W FLASHINSIN 50#-B6 G. 2 2x8 GLAD W/ VER5ATEX " OFF SIDING 12 1 x 6 RAKE BD Ix8 FA50IA TYP W/ GUTTER HT 61 El HT 61 I,_6„ L o I�_6 SIDIt G CN I 1 N R x HT 82 HT 82 5/4 x4 TRIM TYP x = D5 @ 1 -I 1 5/4 x4 TRIM TYP TW24310 IN511LA11CN T'rFICAL El TW24310 I m 51D N I BUILDING W3052 W3 52 W3052 E / " E G 6 5 I6' I _ 5EGOND FLOOR_ IN U TI P G SECOND FLOOR FINISHED FLOOR LIZ FINISHED FLOOR HT�62 HT 62 j c HT 62 H�62 T I cAr Ix8 FA5G1 TYP HT 82 BE Y D 5"xlO" BRACE AN DING NEW STONE EL [= Vpj1"11o1mb L52* TW3452* TW3452* TW3452* W3052 36 ° TW3052 ENTRY TERRACE T I B O - _ FIRST FLOOR FIRST FLOORIN D E L U M I D N E Wilk- -tj "ito t M MA am IILFINISHED FLOOR FINISHED FLOOR T TT �!LSOUTHOLD, NEW YORK AR281 I I I DATE: 3 / 14 / 2024 FOUNDATION BELOW GRADE I I A3 1 ED Aqc``� . TAj So" OUTH ELEVAT10 [mm Em A 0 0'& T E L FaVA" TlOplkmm FOUNDATION ; Q U RA L TA L G AT BELOW GRADE „ = „ = i ` ', ARCHITECT SCALE: 1/4 1 -0 I I SCALE: 1/4 1 -0 02" 40 436 7th STREET NE -L BASEMENT FLOOR I I BASEMENT FLOOR G R E E N P O RT, NEW YO R K 11944 _ -- - - -- -- --- -- - -- ---- -- ---- - -- - ---- - - --� FINISHED FLOOR � -- -- - -- -- - - --- -- - - -- - - - - -- - --- - - -- -- -- T � FINISHED FLOOR (631)477-8963 • LL�- BUILDING PERMIT SET D(5E \/ENT TYP 1) II -7/5" L\/L RIDGE 12 ou TYPICAL ROOF Q 5 ®\1 ASPHALT ROOF SHINGLES ON +�o 30# BUILDING PAPER ON 3/4" EXT. 6R. PLYWD �6 oc 2x8 CT @ 16 " OC �+e cv Cv �C R-30 INSULATION TYPICAL �c /4" PLYWOOD CATHEDRAL SUBFLOOR CEILING 2x10 CJ © 16 " OC SECOND FLOOR PLATE STRUCTURE BEYOND 1/2" GYP BD TYP 1/2" GYP R-60 I'-6" (3) 2xl BD TYP INSULATYPICTION " 1'-6 GIRDER OFF I T \/ENT5 TYP -�y XTERIOR WALL AILING NEW SIDING ON 15# BUILDING BEDROOM SECOND FLOOR PAPER ON 5/SE EXT. 6R. PLYWD BALCONY ON 2x6 STUDS ® 16" OG W/ R-ia INSULATION, TYPICAL 2x8 LEDGER W/ 1/4" TIMBER LOK 2x6 RR ® 1(0" OG TEGO TO LEDGER SECOND FLOOR FINISHED FLOOD: - 14" TJI 560 FJ ® 12" OC CONTINUOUS 12 I) 2x8 GJ EACH FIRST FLOOR PLATE -7 51 DE OF BRACE W/ WEB STIFFENER M.S. 1/2" GYP BD TYP (3) 14" L\/L GIRDER �- 5' I'-6" 3) 2x8 GIRDER -! L I V I NG ROOM — o O "x 10" BRACE /4"x6" LAG SCREW INTO STUD WALL NEW STONE ENTRY 3) 2x(o" POST TERRACE FIRST FLOOR FINISHED FLOOR TOP OF GONG FOUNDATION GRADE ° 0, 11 -7/5" TJI 560 FJ © 12" OC ° EB STIFFENER 2 #5 REBAR 2 #5 REBAR CONTINUOUS 3) 11 '7/5 L\/L CONTINUOUS TYPICAL GIRDER TYPICAL 2x4 WALL W/ R-Icl T R C T 10 1"'mm ELN." Irk EAU$ 1/2" -� = BASEMENT �� BASEMENT GYP BD O UTILITY 50 x 112" DEEP GONG FT6/4 STEEL COLUMN N W/ O" THK POURED U I L D& I G S E C 1] (0" ' STORAC�� ROOM (3) #4 EACH WAY, SET 4" OFF OONC ROOM WALL FOUNDATION BOTTOM, TYP %w`h I D PE NAO% 4" THK GONG SLAB EN 1011x24" GONG SOUTHOLD, NEW YORK W/ 6X6 10/10 WWM FOOTING W/ 3#5 REBAR DATE: 3 / 14 / 2024 CONTINUOUS TYPICAL _, A1,c-N TAI BASEMENT FLOOR FINISHED FLOOR `-A U RA L TA L G AT TOP OF GONG FOOTING i ARCHITECT j- jo ®f ®® 436 7th STREET lmou Li Ll Ii GREENPORT, NEW YORK 11944 (631)477-8963 SCALE: 1/2" = V-0" BUILDING PERMIT SET i I---- 3" VENT THRU ROOF SECOND FLOOR BATH � I _ _ _ _ _ _ _SECOND FLOOR BATH _ _ _ _ _ _ _ � LAUNDRY 2" VENT - - - - - � � � � � � 2=VENT � WASHER LAV I LAV � ��G LAV I I I � TUB SHOWER SECOND FLOOR 3" WASTE 2" VENT _ HALF BATH _� _ _ I _ _ KITCHEN 2" VENT BUILDING -�- EXTERIOR WALL WG � KITCHEN LAV I I I SINK � FIRST FLOOR FRESH AIR VENT 3" Y`lASTE 3" WASTE DRAIN LINE TO SEPTIC TANK 3" WASTE CONS��� V�IO � UMAWING"6' 4" G.I. 4��X3" C.I. � L U M B I � GRX I S E R DkIi�I� �AIV1 HOUSE TRAP BASEMENT mum BI f� C� RI SES DIACRA�ii�e�� D � L �AU f�i ��S i � � � C �P L SOUTHOLD, NEW YORK SCALE: NTS DATE: 3 / 14 / 2024 Tq[Oq URAL TALGAT ARCHITECT 436 7th STREET 9T� �2�� GREENPORT, NEW YORK 11944 �.. FAF hBP�y0 BUILDING PER 'TSET (631)477-8963 E�� WIND-BORNE: DEBRIS PROTECTION FOR OPENINGS � �:� STRUCTURAL R��I�Y�I BY ST�1�� MAR�SGA, P� FOR WALL OPE1�11 NCB PROTEGTI ON OF 120 MPH 3-SEGOND Yell ND GUSTS � . 188-0�7 WEST MONTAUK �I GHV�IAY, HAMPTON BAYS, NY 110146 ( MAXIMUM MEAN ROOF I C�HT: 559 SIMP50N LSTA - 20 GAGE PHONE C I �28 �f480 RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA■ ° 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY CLASSIFICATION DESIGN IN ACCORDANCE WITH AMERICAN IN VIEW OF STRAP. SINGLE FAM I L`r RESIDENTIAL FOREST PRODUCTS WOOD FRAME r ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE pp SHUTTER ASSEMBLY REQUIRED - 24 FROM EDGE PRESCRIPTIVE METHOD I N.T.S. HEIGHT s��- \ � ° - FOR PANEL SPANS: O •c 4O WIDE SPpN ( � � 55 -O" MAXIMUM GROUND SNOW LOAD - 45 P5F. 23/32" (5/4") APA SPAN-RATED 45/24 5HEATHIN6 GRADE PLYWOOD 1 FIRST LEVEL - 40 PSF. L.L. (OVERLAP AROUND OPENINGS 4") I \ LIVING AREAS - 40 PSF. L.L. i ALTERNATE POSITION OF ASSEMBLY: I - 1 HURRICANE RMPS A 3CLIP USE BEDROOMS - 50 PSF. L.L. ' FIRE AREA WIND SPEED - 150 MPH ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING IN/ °I I #I0x3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RESIDENCE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW 0 i(O" O.G. SIMPSON H2 HURRICANE WEATHERING - SEVERE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM #1 O TEE NUTS ATTACHED TO BLDG. W #I Ox I-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - MACHINE BOLT ® 12" O.G. o�.' I PI L ALL RA S EACH � FROST LINE DEPTH - �6„ TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEA\P'r APA RATED PLYWOOD TO CON\/ANTI OVAL LIGHT FRAME HOOD DECAY - SLIGHT \ s 1 a EXTEND TO TOP OF TOP PROVIDE 8d COMMON GONSTRUGTI ON I PLATE. NAILS a 4" O.G. AT ICE SHIELD UNDERLAYMENT REaU I RED - YES EXTERIOR EDGE OF ALL - 1 SHEATHING. GENERAL NOTES I 1 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NY5 RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. MULTIPLE SECTION ASSEMBLY: 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 1 I I/4 THICK BOLTS ® 2 ZOO MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 11 1 I 1 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 14- 1 cr LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 1 1 1 I i 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 I I I 1 PLYWOOD SHEATHING STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. EXCEPT AS NOTED ON DRAWING.PARTITIONS, TO OVER LAP BOX 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND I 1 1 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 5/4" DIAMETER. 1 1 I I 51MP50N MST2'7 1 1/2" WIDE - 20 GAGE 1 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I 1 1 I I 1 METAL STRAP @46" 00. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER It I'f VERIFIED BY CONTRAGTOR(5) PRIOR TO START OF AND OWNER. I I I I I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS SHUTTER ASSEMBLY I 2 x 6 @16" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BAGKFILL AGAINST FOUNDATION WALLS N.T.S. i I i 1 I I STUDS BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPAN5:4' OR WIDER SPAN 10, THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO a5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 23/32" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I i I i RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND CIPENINC75 4") WRAP + NAIL STRAP 2x4 STRONG-BACKS ® 24" Or-, AROUND SILL PLATE 4 - 8d NAILS '1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ASSEMBLY: AT ANCHOR BOLT SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY I I SIMP50N MST2'7 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. 1). PREA55EMBLE PL11'WOOD TO 2x4'5: # IOx3" (W/ WASHERS) GALVINIZED OR 1 I/2" WIDE - 20 GAGE STAINLESS STEEL WOOD 5GREW (9 12" O.G. 1 i METAL STRAP *48" OG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOx3" (W/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL :: R ; ,. ad NAILS ® 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL 5LEEPING ROOMS IN THE WOOD 50REW ® I6" O.G. HOUSE BE UPGRADED WITH HARD WIRED 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: >. .-:: Q. PROVIDE FLASHING AT ALL ROOF BREAKS, #10 TEE NUTS ATTACHED TO BLDG. W/ #I0xl-1/2 ( W/ WASHERS) 2 - #5 REBAR ' ; ;r;: 2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. ::t; A00 TREATED. AND DECKS ETC..MACHINE BOLT 12 O.G. 25. THE NY5 CODES ALSO APPLY TO ACCESSORY { STRUCTURE DE51 GN. SEE FOUNDATION DWG. . " 10. DO NOT SCALE DRAWINGS. WINDOWS - GLAZED OPENING FOR DESIGN. y'�.' }: 5/8" x 12" A.B. ®48" OG. :•'.'• 'r. w/FENDER WASHER. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. '.;; ;:t;;; 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD IN ACCORDANCE WITH LARGE MISSILE TEST OF FOR THE INSPECTION OR SUPERVISION OF ASTM E Igct6 AND OF ASTM 1886. THIS CONSTRUCTION PROJECT. FEDERAL, STATE CONTRACTOR MAY U5E WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE HARDWARE PROVIDED. FASTENERS UT TO FIT RTOI EODESIGITH SHALL NED TO CRITICAL LOAD PATH CONTRACTOR.THA RESPONSIBILITY OF THE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2504.�.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c.. EXTERIOR EDGES AND 6 d @ 12" ox.. BETTER. I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. a SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATTE 3-Ibd (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE RAILING JOIST/TO PLATE 4-8d (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR J015T5. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING JOI5T/PARALLEL RAFTER 8-16d (FACE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) 4. ALL HEADERS R AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, a -O AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER U h COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o to ° RIM BOARD/RAFTER 4-16d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PAC I F I G GPI SERIES WOOD-I-BEAMS AND LVL a TOP PLATE/TOP PLATE 2_16d (PAGE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP PLATE AT INTERSECTIONS 4 Ibd (FACED NAILED) @) 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS HEADER/HEADER 16d (FACE NAILED) -� 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REG2UIRED AT ALL LOAD AND o �10 TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) stairs etc.. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" BOTTOM PLATE/FLOOR JOIST 3_Ibd (FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o JOIST/SILL, TOP PLATE or GIRDER 4 Sd (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL a BRIDGING/JOIST 2-I0d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF h COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/JOIST 2-I0d (TOE NAILED) RECOMMENDATIONS. BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Io° o (45 O LEDGER STRIPBEAM 4-16d (FACE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY „ JOIST ON LEDGERBEAM 3-16d (TOE NAILED) "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2 VIA. O HBAND JOIST/JOIST 3-Ibd (END NAILED) GALVANIZED MACHINE BOLTS @) 12" O.G.. h BAND JOIST/SILL or TOP PLATE 16d (TOE NAILED) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. 3- GABLE ROOFS PLYWOOD ROOF DECKING 5- ®4" O.G. EDGES, ®8" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO 0 o SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE GONSTRUGTION AND SHALL NOT BE o O 10 < o <,4s STRIP SHEATHING Sd (ONE/RAFTER) CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 10 < o �3o PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. PROVIDE 8d COMMON NAILS ® 4' O.G. PLYWOOD SUBFLOOR DECKING 86 @6" O.G. EDGES, @12" O.G. FIELD AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOF5 AT INTERIOR PORTIONS OF ROOF - TYP. llf- 109 O (300 D Em- LB' 'A"' U M 'R� %0jw% I N SOUTHOL,D,_ ,- NEW YORK PROVIDE 45d NAILS a 4 O.G. T PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GASES COMPONENT AND CLADDING PRESSURE ZONES �\� R�Dq�, DATE: 3 / 14 / 2024 n U RAL TALGAT T__ RUC ¢ o2ao`�°�pQ ARCHITECT fl�% r=.U MAIF"IlL L IftImm 0 ow" S (01A%- Em) ETAILSAfi 436 7th STREET BUILDING PERMT SET GREENPORT, 77 89 ORK 11944