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HomeMy WebLinkAbout46718-Z �s�Fay TOWN OF SOUTHOLD jo �cyay BUILDING DEPARTMENT h s TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46718 Date: 8/20/2021 Permission is hereby granted to: Culp, Elizabeth 385 Haywaters Dr Cutchogue, NY 11935 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. At premises located at: ` I D�a \ /0 l 0 50 Oak Dr., Cutcho ue 1 V SCTM #473889 oci% 1 Sec/Block/Lot# 104.-5-25 Pursuant to application dated 7/19/2021 and approved by the Building Inspector. To expire on 2119/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,060.00 CO-ADDITION TO DWELLING $50.00 Total: $1,110.00 Building Inspector FIELD.INSPECTION REPORT DATE .C(J1VMIVL�NTS 6;0777r 7- J FOUNDATION(IST) ----------- ------- .-7777777-77777. :. lc� c FOUNDATION (2ND) .. 77 � . RQUGH FRAIVIING: i t� �y. PLUlYIBIN.G: INSULATION.PER N.Y. STATE ENERGY CODE FINAL', . ADD1TIOiYAQ1VI1T$ t. p 0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �41� � t Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn�gov Date Received ,� APPLICATIONAPPLICATIONFOR BUILDING PERI!/IIT 't�I � DI���i.�,J L For Office Use Only PERMIT NO. Building Inspector: J U L 1 9 2021 Applications and forms must be filled out in their entirety'.`Incompiete B LDIRG DEPT• applications will not be accepted. Where the Applicant is riot the owner,an T(�F >>*T V SOJTTFIOLD Owner's Authorization form(Page 2)shall be completed. Date:7/16/21 OWNER(S)OF PROPERTY: Name: Elizabeth CulpscTM# 1000- 1 L4- S - aS Project Address:50 Oak Drive Cutchogue NY 11935 Phone#:917-698-7961 Email:elizabeth.chou@gmail.com Mailing Address:385 Haywaters Dr Cutchogue NY 11935 CONTACT PERSON: Name:AMP_Architecture, Jess Magee Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-01,60 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ®Yes ❑No 1 r n�PROPERTY INFORMATION nn Existing use of property:Si le Ramd Vesidmof Intended use of property:( [e_ I�C�'ll l pall Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 9No IF YES, PROVIDE A COPY. Check Box 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 a 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): 21Authorized Agent ❑Owner Signatureofof Applicant: Date: STATE OF NEW YORK) SS: CO UNTY OF ) I IlY l' C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) abov amed, (S)he is the (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 the . OBARBARA H. TANDY Sworn before me this Notary Public,State Of NeIN York No. 01 TA6086001 Qualified In Suffolk County day of c , 20 vl) Commission Expires 01/13/20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, FIDS residing at )) s Dy, {Mhm do hereby authorize '01\`��'� �V��, l C��� to apply on my behalf to the Town of Southold Building Department for approval as described herein. LA �� J -1116121 Own r' Signature Date Print Owner's Name 2 Pontino, Susan From: Jessica Magee <jmagee@amparchitect.com> Sent: Tuesday,January 10, 2023 9:23 AM To: Pontino, Susan Subject: Re: Culp, 50 Oak Dr, Cutchogue Hi Sue, Okay thanks for letting me know. I don't think the owner was ready to move forward because we haven't heard from her in a while. Thank you, On Tue,Jan 10, 2023 at 9:05 AM Pontino,Susan<susan.pontino@town.southold.nv.us>wrote: Good morning Jess, I'm starting to go through some old permits that were issued and never paid/picked up. This permit for Culp was issued on August 20, 2021. 1 am voiding the permit as it has been well over a year. If you have any questions please let me know. Thank you. s VS 01 VV dowel, sewior o f face Ass%sta wt susanp@southoldtowW.gov Southold Town Building Department PO Box 1 179 Southold NY 11971 1 Town Hall Annexe Telephone(631)765-1802 54375 Main Road ac Fax(631)765-9502 P. O.Box 1179 Ze Southold, NY 11971-0959 w '� Py BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 7/16/21 Owner: Elizabeth Culp Location of Property: 50 Oak Drive Cutchouge NY 11935 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) 4 lA Signature:_ Name (person submitting this form):; AMArchitecture,Jess Magee Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 y. ®® LOT,r.b ERP.IEE,- - - _ - - - -_ s.,e _ - _-. ;:. - - - Te9T u�••enT.am SITE LAYOUT NOTES `I SUFFOLK CICUNTr TAX LOT NO. 1000-104-5-25 1. TI-115 15 AN ARCHITECTS SITE PLAN 4 15 Dox lora SUBJECT TO VERIFICATION BY A LICENSED ZONE R-40 Samw.o.K�YTIwII SURVEYOR THE T OF MATION KNOKL ARCHITECTS BEST OF KNOWLEDGE. REPRESENTED ON THIS SITE PLAN IS TO THE DESCRIPTION AREA %LOT e4ro ® I '_OVERAGE 2.SURVEY INFORMATION HAS OBTAINED ®� SUBJECT PROFE-RTY TOTAL LOT AREA 14;28'1.9 S.F. FROM A PURVEY DATED JANUARY 29,2021 AND PREPARED BY, EMSTIK5 BUILDING 1x0 .0 S.P. 9.4% 6 ® ��® �• nig eNw PETER A.® FiLAND® PROP .0 OSED ADDITION 979.4 SF. 9 % N.Y.STATE LAND SURVEYOR LIC.°90664 ® EXCAVATION INSPECTION REQUIRED EXI9TIK 226.9 S.F. 1.2% PA 80X104 RIDGE,NY 11461 PROPOSED SEPDECK ADDITION 159.2 S.F. 09% ruD Sao ISI)640-4899 FOR SANITARY SYSTEM TOTALAREA OF ALL STRUCTURES 9161.4 SF. 6.4% 1.NOTE, MAXIMUM COVEW+GE ALLOVL�D a 20% I. FLMMAP 8.AP DATE,OR/25/200qOOD MAP R0VEY: 0IIIIIIIIIIIIIIIIII=2 BY HEALTH DEPARTMENT ,e FLOOD ZONE;%WMOX 2.INSTALLED PPOT'_LED AS RZOULT DBY T14 TO BE �® • SURFACED. INSTALLED AS REOILT F BY THe TOWN OF g AERIAL PHOTO 9 SURFACE DR HErLANDP ARE W LOCATED HITHiN 500'OF TSE PROPERTY. a. ALL REOUIRED SETBACK5 FROM THESE SCALE:NTS AREAS ARE DEPICTED ON SITE PLAN,AS APPLICABLE. -ELEVATIONS REFERENCE NAVD MISS J�J U J CONNECTED roE%IST. 9 -THE FOLLOWING LOTS WITHIN 150'OF W PUBLIC WATER FENCE \ ^ \O PROPERTY UTILIZE PUBLIC WATER AS PER SCWA: Q / w 1000-104-5-I6 NEW 1000-104-5-1I / 1000-04-5-26 PROP. LP. O 1000-104-5-24 ir°i'ar�°vc^ ku off* yr knee. l? i NEyY E.P. PROg\N\ 1000-104-9-21 EXIST.CZ-5s FOOLS LP' NEWIOOOO-104 -% TO BE REMOVED PER i KEA LP. 51 L.P. \ u SCDHS STANDARDS _ \ I gyp, NEI' 0- etwW FNE Q a n9a+_/ cn ett y\?! '\ ; % F �N S•d'tN• \` =..UT 13UAIL FOR AREAS NOT 9USJECi TO vEHICUUR TRAFiTC Abandonment of the existing sanitary system must be in N PROP. 1 , 1 NEN T \ IN AIL VIEWS,ATEFNUTE'A'IS FOR BEADS.ALTERNATE'B'IS FOR USE WAIN am E%TENSION/CWECTIOY KATER _ U 1 5`a'µ 11 conformance with the Departments requirements. $I METER Submit completed form WWM-080 as proof oF ------- ` CLEAN-OUT DETAIL DDECCK m I 1 DECK ADD111ONI � ! NEW SCALE:NTS PROP,KATER SI1PP_Y I / C.O. ` DWELLING LINE;TO MAINTAIN 10' ,/' CONNECTED TO D ) MIN.SEPARATION /" BASEMENT \ R18LI0 WATER FROM SEWAGE /' STAIR NEW HOUSE %7th DISPOSAL SYSTEM CONNECTION e / EXIST.I-STRY Nm.FR DVELLINS SANITARY LINE E /' W PROP.2-STRY ADDITION \�^ PROP.2-5;RY I (4 BEDROOMS) ` Q ADD�ON PROPOSED 5EPTI0 SYSTEM DETAIL A Z I G llAll.1-1.°1D as' \ xDT TO SCALD i / I ` (41 BEDROOM LOVER TO LOLKIN6 LoC.PITY RON / \ GRADE IFT LAST I- SE HEAVY pITY LOLKI(" IIEi_D ON INLET 19 LOVER TO 6RAOG LAST UPON LOVER(TYPJ 1 ) rn AV6.6RADG EL• Re0(X�'GD SEIFK. n 5%MAKS DLOPE \/ Z I ._______�APPROXIMATE \ SYSTEM•9.7' 10 $ wn 4•DIA "Ox y ,90, / AREA OFABANDONED y@ S SOR 99 PVL MIN.4'DIA. E [L UPIpEFFipOUI•tp µ \ tf 1'al 4 Ola EOUIV. s:'µ' a SDR DS PJL OFFSFr I OIL TANK a 8 tZ INV.EL wK PTCx ',I' 1'COA-bp _ OR So UIV. ty J lb' IM/.fti. LIRE a INV.EL11, MN MrCH k-l' LEAGIIN6 LEACMIN6 F / 69' INV.EL POOL {• I EL.PTh' \It C 1290 L�)= MPKE DFOP'T GALLON ALGESIELP FOR DADH-ffiR 5EPTIG -- MMNTENANLE t ' / eL•D.{• :. rwwc F . -� --A _- _ ACE-------- K. LOLLART.50SlR,ROUNDIN6 LPN O ' WIEHEVO TRIM AL,GONLREiE KEPTIG TANKS SMALL NOT BE WNERS eKST.KAtO.PiRAVEL / ABANDONED EXIST.WELL N LOC W WTNIN ROUN WATDI FOR iNDTALLAD 51D THAT ARE f9P/SVI)LAYER NOT PRESENT TO BE \ TO 6' WTXIN 16NEST WATER THE BORON AND SIDE PDRTIOND.M EL.4.11' WELL CAP ABANDONED `yEp A TO ID'ASOVE NK S,-PGGORD®_'CL WATER ELEVATION OF Tt�semc TANK stwLL�tyoNOI.ITHILALLY coxsrRtwrED.InI A��N xaLK rel �---�------------------ ------� CA hMERE THUD 15 NOT PRACTICABLE THE SEFTIC TAKK WIALL Be MUTER-PPOCFED!P TO ID'ABOVE T K$I T RGCORDm N 5.99'50•E PROPERTY LINE 17498' BROJNOWATER ELEVATION AYD LEAK TESTED TO ENJIRE HATER m 9Y9TM OG516M®TD ALLOw^aDAR A{O61e0aA RdIDGNLE N PDG 5COX9'DTAtDArO9 / -_ F6NTNE93 PRIOR TO OPERATOR pR rppppVµQ Rµ9 4 LIx19}RlLTIRt PCR 96WY DISNDAJ.9Y51II)R'ri^TJILYG{AMhY � O rA1dC/x RG51t%NGE9•,FlF,1RE 11 THIS Ob19N UiILIS9, � - (0)DN x Y OGeP LGACXim R,O.D 9 rNAwDc'.9x9HET1 wL.TwANwG NW waw•uffFTISNCTKIV¢e bDErtDPH 9R•SrDwYOTCw9c1x1tmo�DaADlP GetVA•Krra Itt13o•IrHaN9,Fw.cLtaIOaPOs AwRB{A.. 9.MtArLLr.AecDwwnINx,v9a eeTurGosaa.a9m LNrDALLIeT>eEo P leee LOsPcArou1Nw49YeDmm LRA�c1N9.r0Dr®0.RAwGoPINPR'aePa'RPOeLocYmaAsO UCrNFOerCsNaRLlwfaSDo•'i%Gwe.(®ORNR•wcDOaaawIoAD.Uxo.reursR DP tab.s. DSJG �JdTr OA 0-374 11 1. OF N 2. DRIVEHAYAATER 2. PROTECT: gx44. `N D.ALL.DIN}D 9HIN.L Y YAG®DO MAT TI@ TALK D MNTGRm61R D.A 2'w-e-M We4C9T RecrnoGe a.LVOwATDG-µD lila O`or LrKNIN6 a.M SGML TANG SMALL se W9rALLTD AT LNDL Ix ALL PRGaTarS IkGTN A MAN i0.EGAVLG Q a/{•, POaL99XALL Y MNxiNI�_ :4 m Z CU LP aN A1. A W wN D19TAXCE wRMM 9•TALK DDD Dn LOvALt®9µO DR PGA aMVGL. e.AW wx DisTANLG OEThBFN LFAWIN6 POaL9 AID MIALEIi LCE 911ALL DE MANRAII�. - DGtNDd YPaL TAMC AID IDIlSG DNALL Y MAITNN9. ,.µD'wN 019TµaG IeIDM°s�ALL LGAGMNa 14aoL9 Aro DGPDL TANK hl,•1L F0 MANTA4Ym. RENOVATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SITE PLAN 6RAPHIC SCALE H.S. REFERENCE NO.:R-21-0803 5GALE:I'-0°=1s'o° 50 OAK DRIVE CUTCHOGUE,NY 11935 D.Wet«teslNg,Seal Wt,/III rook MIN wabf m.,[atNv«t ebwtbrL bC etaM f«241:nc'e.Rellll the tank to the outlet Nr«t D.All NV shall be•galea m Not the tank ro wamrbghl.gee mctbn S.All o .t•Iron Ne• ,rook mWt be preWdee wIN an ID'oMeP T' 1.sepem tela.Wn b.em•w ma ar preeaet eemram,rn>.rglae°, atter the 24alar pewee b mmplem.Let ba IarNt°tale I«on s-ua, ,a.ratite Nae are ea.e N pbm rogNe prbr approval cram rhe eq Ivaleel2 apprevea borrb e.rewNg Nm Ne v9 ar ale.epeb mNc DRAWING TITLE: a�ecl�HyleMpeh)propyl.m,lhermbplaebcs,«oN«namrbro In °datl°m1 I44h =ad.The tank le approved I/womr level ro bele Departrmn!aM mWt be mrtlrbd by a Lkenwd Holas•loml Erylneer. Ilqub mpN.6ae dellecllan baRlo•are rea°mmewed!«Nemllatlon SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Bance WN Depa te ant°to m m me ION CRR Appd�N 7s-A r«me lO�w p°f oe.Ham P-ta•emg Is raaammawm m m A!°"t,_Q,Fba as wN 9 et a cxrem aN root below eaJ enWene a ap r. SITE me oro W we tante ro P'o blted. d- to army N.mnaaan, momuNkany pewee. PRO PLAN 9.A OIeNLa:tbn be./moruvle«ell-l-IeadlNg•wetve°Nall be PERMIT FOR APPROVAL OF CONSTRUCTION FORA s--i�oi tH` .°mea a.a'i �1a I�mLO /°4y«'I�1QO�w° Ino aro ­11111-1 N o p o f baatbn°a'L eoc v�°1°i°opeN J°m worn'that ]g a dMQrowe er p0 m.cuauw Nae a`e pluk°eE hN gam t,a c gem°re 9�ro p ee y°ee cp'a°ae.° G° NOTES PROPOSED SEPTIC SYSTEM 'enVarce Nm tank be total'. bottom Old Na.p«tbn•, m ID hdaf ebw.hkJ+a•t d.d/o,:peema gew�emr.IevoUat,Or tM eeptle tank Nall be 9.The tap o!tM eeptle talk shall rot be lommd geamr that 29 teat SINGLE FAMILY RESIDENCE ONLY S.At a Mnm m, mpcic ent Nan Nva 20-Neh car«ed awe. PRG-CAST LONLRlt=S- 10 TA"'CONST"`CFON REONRp EN S, m IlNkal y eomwemd.N case.Mere NV Ie rot p actl mit,b D «lees teen oro lent blew rNal qaa.. opmrg•wRhN D•W g am«m gam orated ov«tM Inlet and ee6tla tank°Nall be wamr-pro%F d vp m ID MGM°above tto hUf°•t lief,roapectiwly.Leven Nall be eRh«]O-WA dbmemf wamrUd,t I.Rehr«rod_--to Nall Mve a nWNRm vnh,ree•Ive etrergN dl d°d M.P.and greundwa'ar elevatbn arA bat mend m enNNe e.At a mNNvm,all oanplYp mmAelee Nall have 20-Ncll eoverea oM Neeetpool IoekNg ee•t von mvw«Nermapb•!b eaves of 9p00 palM.per•qu«.NVN(p•0 at 2D-eey9 rot. elShrroD°prbr m operaum. aeeea.openYlg°m yraae lae°ma ov«W Nlet -'V= Lown PAGE. «I gram.Au gown aM d,Mvley°himn°ban be de.IS^ad N .Mn be Bleb«20-Indf dlwfet«wamrelyht am Ng"aw, /leekbg acme wIN•Beton 9.111 of W•tad«d. 2.Miall thiekm•°Bion b°a mNlmum oI tlreo Nehe•unless the eeslyl O.In ea°ae Mm ean«em tmW«e Immlled 1 ggeurdwamr,W emt Na coven«thmmoplaetb cavern at tool gram.All rover• /��_�oo Ma been eerWled bU a New T«k LNen•ed Prere•Narlal EgNe«91 a.Illgn pre/oesbnal Nall aJaf l buoyancy mlevlallan•m prov.Na •hall b.melgvd N age«aaneD wIN•.":5-III al Nis etaMard. `J 4.When a aeplb tm:k N gaproven m be Nsmlled N a arNeway« e�Iyvy��N all appraprbm rogvMemenb Ix NN wall camwctkM.NI w Ight OI tM tank(with«wlNav!mote«Ing«Ne amltbn a W-) pprkk5«ea,Ub Wit Nn11 be denlIqq..eea eM/«ImmNee m wN•eoM Ne,boEmm orb top Nen eenmN r°W«eYg m re.l•t on app0ea wuI ba t lease 1s gime•mato rhm tM wakft°e Ne avatar eleplaeee. T=n etmplNg manlale°aro cpp-owd m ba N_'Iw N a DATE 6/9/21 //R/�F. N O. R-21-0803 N9-0D«Nd0 load ga.deelgmFoa ty MKYTO. «ee 900 peva•per sgoro lmt(peU, Tm b wee�mle latiem WII acro vsN.=,. highaet dray«p to arca,t e man Ole W II be mei Zr.!!* V expecte"t Dfaee g dwamr ebvatbn a W tG °mpkJ.9°II 4 20 beorNg m mea!Ne r°quiremenb or AA5NT6 H-20 9.9•ptl tante WII to wet«tight artl eomwcted a Bawd ad 9.Pre-caec comram sectbm WII to mood wM am O)hlrh Wtyl on top of tla[onk(e)WII rot be camimred Men eetermNtg NS-20IeaaNg. APPROVED �Wabi.mamrbro Nat«e rot e b e t m exeeesl°°ea °°'°^« nAm«�oNt°°a1m Mete emfo me m AsrM L 910. Ne a awe «W ng«tolwec wey a req Ned. D.me vele,h e t elere bn Wu be a mbN n o rage /17/21 I.OF 1 eeaay. aw.n A below rile Nle!Invert alevetbn of marholee«.d DATE:05 4. tb Conk•eMll Mw(1 camp«Groote.9ingle Writ eeptK toTb NK ARDS •e^P N9 4 BEDROOMS D.AJ1 conk.meg lee was«gybe.Two matrod,ar en.WNg rar:kemwdea Nm two romp«tnlenee WW a vo,lereme wan.Tho rue al.o-u:Gtbn waterbgw W II m either vaorm metNg«water proeewe mews eampotment sMll Mre a 11gvW velum of 9D-79%W Na req Ned Ilgvld 1.immll mptk Conks aec«awy m maMacWrer9 reeammendatbns Mlle FOR MAXIMUM OF Nods ae lalbws: a tiro aM mml system wF"mv. ebnl 1'A gee storm d.A l opplleable remit n«aatlom 9.SomplNg maWl2 olII Nave a Nelae db m«of 2 reef« Yg provimd tM matvlacWer NOII be Nplomented. an Mbe«ea of 2 loot aJ 2?wt. EXP I R ES THREE YEARS FROM DATE OF APPROVAL ,.-.,t*a* )of ma ".r ta,k`It app°a 0 90%of vaewm°Vlea) :he l'be;e bE w ORpOW OCU Er hOL `x�cn"�1a'!o V ehO`°k°^d 2.Th°eeptle mk WII w 1,amlled at level N all-Item ka,a 0.A l rower p pe perotratbm N tM a F'"-than Mld rot two mwme. DoparLn°nt-of__l;1jtt•.el.a IleNrob pabd W Uto pip. ma.nnka mlerexe In any aYaeNan of•/ab q°:mr kNJI)on a mhNvm I•° �'t gmkaC lestened m tM pip.Nth emNieae smel rotraetdele ebnp(el. 9-V JI Wek tar prap°Ny levaied ad ecmpaemd.aM flreof'- _P_;vel. OCCUPANCY 019 APPROVED AS NOTED USE IS UNLAWFUL DATE: SF' -'0•21 B.P.# Ilk' WITHOUT CEPTIFoCV, FEE41.11 a-00 BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT '65-1802 8 AM TO 4 PM FOR THE ;:CLLOWING INSPECTIONS: i. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NEVA, YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNUi PURSUANT TO CHAPTER 236 OF THE TOWN CODE. aw"MLO&MMON Fire separation All exterior lighting required as per Installed,replaced or NYS Code repaired shall conform to Chapter 172 of the Town code Must provide Manuals D.J and S as per PLUMBER CERTIFICATION NYS Energy Code ON LEAD CONTENT BEFORE _CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ALLpL�MB1 BI NG SUPPLY SYSTEM CANNOT TES&1NG gEF�IN COV SDE EXCEED 2110 OF 1% LEAD. COVERING 51TE PLAN HATCH KEY: I ] PROPOSED BUILDING AD>;>ITION - - Q. V ;,, X0 ,4 • ',.,: � .`r � ,�° ,=w, � �, � � LLI z O � T� PROP05ED DECK ADDITION K W = Nl W ' Q W � � Z F- J Lo PAOE <E"'-,r : F- m o 0 0 O O -- ---- — - ----- ---- - -- a- Lo w - - --- - --- --- - — -- ---- >- d' 00 O®OO .00 PROJECT LOCATION &SCOPE ZO PROPOSED 1 2 STORY ADDITION W/ 2 CAR O,ARAOE. I STORY j SITE PLAN &ZONING DATA o SCREEN PORCH lel/ DEr_X O\/ER. MOD I F I CACTI ON OF EX I STI NO FRAME Q W DEr_X. ----- - -- --- --- -- -------' ---- — ----- - -®®� •®® GENERAL NOTES J 00 > �t O z 0) co ENERGY TABLE J � � R G itC T / Z ONINO DATA €a STRUCTURAL DESIGN CHARTS z ---- - - -- - ------ - --- -' ----- ---—--- ------ Q z TAX MA # 1000-104-5-25 HOLD01h N ANCHOR BOLT U- � CV = STRAPPING & NAILING DETAILS Lo ix ri ZONING DISTRICT - R-40 NO ' j N = Lo FASTENING SCHEDULE ! O O LOT AREA - -0.4 ACRES - - ----- -- -- - -- ---- --- ---------- J —OO�.00 FRAMING GRAPHICS CERTIFICATE OF OCCUPANCY Z 226 12.OI.IQ58 j EL. 10.4ci _= BEAM CONNECTION PATTERNS CERT IF!CATF OF OCCUPANCY Z-24756 11.20.Iaa6 W I FIREBLOCKING DETAILS � \ C —TTI IGATE OF OCCUPANCY Z-24-757 11.20.Icia6 - ----.-___I-- _-- -- _ _ FFM. . FLOOD ZONE SHADED X — I O I .00 PROPOSED DEMOLITION PLANS V FW_- V WETLAND5 DISTRICT NO = J DEC DISTRICT -- - . L.P. --- I NO REF. NO. � A- 102 .00 I -- ----- -- - - - ---- - -- - - -- ----- ---- - - I z.; :.` PROPOSED FOUNDATION PLAN L.P. _.< SU FOL.K COUNTY HD APPROVAL R-21-080 4 r� �I L.P. gib \ o HABITABLE SPACE EXISTING ", PROPOSED fi `• a ,., P�oP° M I ! — O�_00 I PROPOSED FIRST FLOOR PLAN EL. 11.51' \G 5 NO• \ - g�P 03VBAESEMENT AREA O S.F. O S.F. 1,-185 5.F j I I � FIRS FLOOR AREA '�pm S.T. SECOND FLOOR AREA o S.F. 573 S.F. I O .00 PROPOSED SECOND FLOOR PLAN 3� TOTAL BEDROOM COUNT 3 jl 4 MINI EXIST PROP. Cp _ 4TER FRAME �', G.E. LOT GOVERAOE s FRAME — PROPOSED EXTERIOR ELEVATIONS ti \ — F PROP: I � � 2O .00 I O/S DECK c.o. \ j DESCRIPTION (FOOTPRINT) AREA 90 LOT �I COVERAGE Y 32.0' -\ PROP. GONNEGUTION \ TOTAL LOT AREA lad-14.0 S.F. - - - - - - - - - - - - - - SANITARY LINE ®20 ,00 I PROPOSED EXTERIOR ELEVATIONS 1808.0 S.F. cf.49b < EXIST. I STORY EXISTING BUILDING : w - PROP. 2 STORY -_- N " FRAME HOUSE EXISTING DECK 226.8 S.F. 1.290 l ADDITION N \ EXISTING-� STOOP 28.0 S.P. IIS -• 0.190 - -= _ - - -'- - - - -- -- - ---- --- --- -- ------- -- --- - - -- - �! j j I ; I - - - — /. BUILDING SECTION ADDITION GOND 1 4 2 STORY __ BXIS�� 32.5' LI 0.': \ PROPOC-ED DECK I' 153.2 S.P. ci8a.6 S.F. - - DESIGN DETAILS Y - - D �� � � 0.890 I in ii O PROP. PROP. DECK TOTAL AREA OF ALL STRUCTURES 3205.6 S.F. 16.690 - - -- - --- - - - ----- ----- ------ - --------- -- 12 26.3 \ SCREEN OVER P O OO N ISI H G I DESIGN DETAILS • O OR y�� - ! PORCH i L� \ "MAXIMUM LOT COVERAGE ALLOWED - 2090 I I I I n.o' �� D i I z I PRINCIPAL BUILDING ENVELOPE \i �'ECLII 'Et� SETBACKS<, MAIN BUILDING_._,.__,_____.__ 35 FRONT YARD SETBACK j - - -- -- - - - - -- - -- O ! _ REOU I RED I EXIST. PROPOSED COMPLIES I � � •00 i PROPOSED STRUCTUR.,L PLANS I W - I � I� - ' -- - ---�--- i - --- -- I I - -- FRONT YARD _ � -- 55.0 47.3 3Q.4 YES I lo� -- \� m �'- FRONT YARD DR I � ',I - - � --- - -� - -- ------ 55.01 --- --- -- - --- - --- - - - - ------- - I a � ' (oAK DRIVE) 3s.o' SS.o' 35.0' YEs �— I O� .00 PROPOSED STRUCTURAL PLANS SIDE YARD 15.01 25A 25A YES C� rn PROJECT: X SII REAR YARD 35.0' 37.0' �, 35.1' YES - -- - I- -- ---- - --------------- --- ----f I EL. �i.71 -1 I ' I' - �— I 0 •Q0 PROPOSED STRUCTURAL PLANS I CU LI' - o - - - — - - - - - - , - - - - ADDITION �— - - -- - --i DWV ...WATER SUPPLY''RISER ---- ------ ---I,', IOI .00 / 50 OAK DRIVE I CUTCHOGUE, NY 11935 A "-rNATE RS DR I � E - - - --- - - -- - DRAWING-TITLE:_-__ ___ s to 20 so - r , ..�`z..,.5`a�\\��,,. �Rt`,`xx`. ,+'s' ` r ., rvie.c id 43 ERAPHIG SCALE I"•15' �t�'°` .. e` PROJECT LOCATION�� 0 ON & SCOPE „ 51 TE FLAN _�0 4' SITE PLAN .i " & ZONING DATA T� 3\ m. tT3 `N S ` 'r m '.c , J� �. .: ' „ ,�,. PAGE: fie` ML vi 41 6, 7 pp, C„ , c� f", t S @ , "i Ew \ s , \ L i t DATE: 07/14/21 .a: 1 OF 16 µxjj >r� \ \ ,\x :tea SITE A TE POUT NOTES: L C I. THIS IS AN ARCHITECT'S SITE PLAN 4 15 . g cs N: SUBJECT TO VERIFICATION ". -, •.:`• ` �\, BY A LICENSED „ M od, 4. SURVEYOR. THE INFORMATION a, 6" w \ xr \t rpt: REPRESENTED O S PLAN w' w TE ON 15 SITE L N 15 TO THE R HI A� A G TEGTS BEST OF KNOWLEDGE. f vJ " 1 \ t Y a, 1 i 2. SURVEY INFORMATION WAS OBTAINED U 2� _1 ROMA Y DATED F SURVE D TE JAN. 23 2021 AND i' \ PREPARED BY. 'el x, TA ^ m ( YR 4” r �. �m rl R E PETER A. G OB N .. ;i LAND SURVEYOR �1�`. 41- P.O. BOX -704 RIDGE, NY 114161 +'�✓r�<; �. ..pM TELEPHONE: (631) 8441-4750 LOCATION MAP r 50ALE: NTS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER Fb = 815 UNLESS ---- I A E3 5 R E Y I A T I O N S ___- _ -- - _ -- CARPENTRY NOTES � SPG I� i GST I ONS L ( ) THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE ��ONDTRAGTGR_ti p VERIFY ALL DIMENSIONS O I 1 -_ ----_- __ WOOD FRAMING MATERIAL STANDARDS � , F EX STING FOUNDATION AS IT - _-__ - ---- __- -__ -_- ---- -_--__ _ _____ ---_ _ _ -- -- - ---_ - - -;1, V IT IS THE CONTRACTOR'S RESPONSIBILI Y TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPEGIFIGALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 1 BD. BOARD INSUL. II INSULATION '1 Q F- 0) TOGETHER AT ALL TIMES. IT Is ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ___ - -- ..- --I-__ !___________- ________________-________.____--_ D - SPECIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED �_ _ - - - - --IF------------------ ---------------- - - ------------ - - - - - -__ -_ O THE FIRS, AND 5ECOND FLOORS ARE TAKEN INTO ACCOUNT. -_ - - - - ____I[INT. -_-__ -__. ___ I __ i W � CV 8' MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR - - - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2• ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL I J T1 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING II-K KIPS (1000 LBS) F- ri I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD _ _- - - . -- _'; _ _-- _ �= - _ - -___- =_ ! W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS FS FORMAT, AS 3. 501E TO HAVE MIN. BEARING CAPACITY OF (U TON/SQ. FT., U.O.N. BM -- I BEAM -J11 MANU. 5PEC.'s MANUFACTURER'S SPECIFICATIONS I Q W }- -_ ---1 Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TECO OR APPLICABLE AS A DERIVED WORK . 4. B.O. II BOTTOM OF IMAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 0HERWISE NOTEDEST A MIN. 0= 4'-O" BELOW GRADE, UNLE55 I -_ 1! - - - - I -- --- -- - -- -- -_ o l - - - J STRUCTURE/SITE SHALL BE FIELD VERIFIED 15Y GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, 5TR:UOTURAL COMPOSITE LUMBER, 5. WALLS TO BE FOURED GONGRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MECH. MECHANICAL ! _ �- 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - - - - L ----- _= ===11'1=__-_- -------=__=_-_ __-____ --___--.----J I- _I 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM To THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE: PLACED AGAINST FOUNDATION WALLS B.O- II BOTTOM OF WALL MIN. MINIMUM j - --,_ __ _ _ _ __ _ _ ___ _ _ _____ _ _____ _ _ _ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING 15 IN PLACE. _ - -"- - - - --"'I 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, II G.J. JII CEILING J015T NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 0 O 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, T• FOOTINGS 70 BE POURED CONCRETE - - _-- " - _-_ - ---i--------------- -- CL Lo Ix O. CRETE OF SIZE SHOWN ON DRAWINGS. OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I COL. I COLUMN NYG BG 1 NEW YORK CITY BUILDING CODE T. ALL SEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY -_- - - - -__- -=J =-_-_: -_--- - -- -- 5. ANY OMISSIONS OR DI5CREPANGIE5 OF FLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE 50AID INi7HLL NCONCINGS R°R E?EAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. ; CONTINUOUS II O.G. 1''ON CENTER Z m IO" UNLE55 07HE"15E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT. THE - - - - - L TE. - _- WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY D15TINOU15HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE - OCG. II OCCUPANCY ,� q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE _- - -- ,, -__ ---J --- __11 - _ - z SHALL BE CLARIFIED WITH THE ARGHI GT G x f 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE dE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 I, PBFE J,PRELIMINARY BASE FLOOD ELEVATION � Q W DFE I DESIGN FLOOD ELEVATION _ _ -__ -__- UNLE55 APPROVED BY THE ARGHITEGT/EN6INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS �' ' DIM. ' DIMENSION P. GONG. ;POURED CONCRETE 4 ___ __ __ ___ _____ ______ DA� � OF ,000 P„�I, U.O.N. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED r - ' __- _-_ _--_ _ _.- _-_ - _ -_______ -- -- - 11. CON". 5LAE3_ TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - _ - - - - -- ---�1 � R' O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. 5EE FLOOR PLANS TIMBERS. 6 MIL. PGLYETHYLENE VAPOR $ARRIER UNDER IDECK JOISTS - 1 PL ,[PLATE I _Z a) CD FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J.D.J _ - - - - - -==___ ,_________ -= 1 - -- -_- -- -=___- _ J - --- AND OCA CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 8. DRY WELLS AS REQUIRED BY STATE LOCAL WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EA. EACH I PLYWD. _] PLYWOOD ll O 12. COPPER FLASH ALL J011d,5 WHERE SLAB ABUTS FRAMING. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. UB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABL15HING AND MONITORING _ , ELEV. ELEVATION f Z � 4 13. BRIG; VENEER TO BE AN..f4ORED WITH CORROSION RESISTANT TIES - P T PRESSURE TREATED Q Z NAILING AS PER FASTENING 5GHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 5Q. FT. " ' _ - - -'�`- - -_-_- -___ -_ __ iI - II - - -- ----' ___ ___ CERTIFICATES,IBUDER ARE GERT. OF OCCUPANCY OR COMPLETION ANDLE FOR ALL NS, APPROVALS, DOCUMENT, THE U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENT5 AS ETR FORTH INDTINO HE MANUFACTURERS E AND ANY ADDITIONALT 1 EQUIP. Ir REQUIRED - LLL J N EQUIPMENT REQ D --- -II -- __-- --_- --_ APPROVED EQUAL. EVALUATION REPORT. MAX. 52--o" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI I R15ER FLASH14. JOINT , BRICK LEDGE: AND PROVIDE WEEP HOLES, i, 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTIILLO, RA - -- ------------ I� __---_--- ,_ _ __-__ ='L- _________ _________i, ___ ___ _-_ _ __ __ ---- - _ - __ __---- (` � � AND SHALL NOT BE ALTERED OR 8E REPRODUCED WITHOUT WRITTE 13. BLOCK EXTERIGRSTUD EAM OFS AT HALF EXTERIOR SHEARHINGIGHTS AND AT 1.4. STRUCTURAL COMP051TE U51NG STRUCTURAL COMPOSITE LUMBER: SINOLE LSHALL MEET THE PROVISLIES IONS IONS OF 15. APPLY (1) GOAT OF TAR BA5ED WATERPROOFING TO EXTERIOR OF FOUND. EXT. I1, EXTERIOR RM. i ROOM I' 0 Q ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. I1 FRESH AIR INTAKE I,r --_ - J O PERMISSION FROM THE ARCHITECT. UNSUPPORTED EPOE E FROM FOOTING TO 2" ABOVE FINISH GRADE. - -II =-__ --_ _,--- TA E - - R.R- - - -- -- - { ROOF RAFTER - I' 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY - - - -- - ---- -- - - _ ___--_- --- - _-_- ---_ ____ RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS M O Y WORK IS TO BE PERFORMED IN TEMPERATURES OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO I FAR I FLOOR AREA RATIO !I BTL. STEEL I SET FORTH IN THE MANUFACTURERS GORE EVALUATION REPORT. - _ _ _-- -- _ _- ___ ___ - ____ ____ __ - _` G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED GONGRE TE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. - - - - - W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE ` SMART VENT - - I1 � 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 5FEGIFIED BY , - - --__ 14. THE CONTRACTOR SHALL KEEP PREMISS REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE I FF 11 FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ ENGINEER. 11 j- ____ __ ___ _____ _ _ _ __ ____ ____ _____ H RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE _ U --- -_ BROOM GLEAN. CONNECTED WOOD TRUSS GONSTRUGTION, THE TRUSS DESIGN DRAWINGS, 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND II FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHER_ EVER APPiiGASLE' I �� 1 THICK ii� - 15. THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION AND GENERAL F.J. - - ! FLOOR JOISTS TRK._ - -_-°---==-I�_,------------------------------------ ---------------- = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL Iq. UNLESS GTHERINISE .NDIGATED, ALL FOUNDATION FOOTINGS ARE TO 8E A I I, ----- -- - - - ,'1 V y_�, J AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. 5U5 MEET THE FROVI510N5 OF ASTM 036 SPECIFICATION FOR GYPSUM MIN. 10 REEF PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. I _ I - -- - -- - JI,' E ; FOUND. FOUNDATION T.O.W. 1 TOP OF WALL FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM 03"1 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE bxb to/lo WELDED WIRE REINFORCING. FRGS FLOOD RESISTANT GONSTRUGTION ELEVATION 1 I Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF SFEGIFIGATION FOR GYPSUM SHEATHING BOARD. CONCRE TWO 4 DEFOAVE D BARS CONTINUOUS I THE FOOTING. ALL 4 THICK I ( Q -_- __ ___ __ ______ _ __ __ ___ _ _ __ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING _ Tr 'R1=,4)7 _ _- 11- - - - - -- - --- - - - = -- :rte-,.�a: COMPLETION OF PROJECT. A5 PER PAGE G-003. I."1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SEGG�dD STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ,'i FR. 11 FRAME ,TVP. II TYPICAL MEET THE PROVISIONS OF ANSI/AHA A135.4 BA51G HARDBOARD OF ! - - - - - - _ -_ --_ _ - - i -- - - - --_ __- ___ _ __.='I :ra,;"' a AS IN SOLID & 50U>vD GONDIT,ON WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8' DEEP 8 -o BEI_Ow GRADE. FIREPROOF U.O.N. II UNLE55 OTHERWISE NOTED _:. , ,« -_ - ----- _ _ ___ _ _ _ _ __ _____ _ _ _ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. % _____ _ __ _ ___ _______ __ _____ ARCHITECT/ENGINER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGCORDANGE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I1, 1 -'L - _ - I II - _-_--__--_-- I _- __-- - .--_ __ __..._ ..--__ -- -- - __ _._ - --_ - -- - -- n :.. AOAIN5T ALL CLAIMS, TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Le) STRUCTURAL PANELS: I,- _ VERT. 11 VERTICAL ATTORNEYS FETES AR151 O OUTEOF OR RESULTING FROM THE PERFORMANCE OF I, - GYPSUM BOARD - - _ - _- _-_ _ - r..,r ...a DING TG. FOOTING ! METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD � - "__ ----- ' THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. V.I.F. 1 VERIFY IN FIELD 1 1,44 15 ATTRIBUTABLE TO BODILY INJURY, 510KNI.55, D15EASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THA7 15 SPECIFIED BY F.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - _-____-- -_- -. _-- _- _-- - - --_ - -- -_ =__----- ____!� --____--_-_-_ ---- ___ --- -- _______- -------- - --� - L-- - - - - - - - - - -- -----ll-- -- --- --- - - --- lki�, "� - - - _- ------- - - - - ---- - _ =- - -- -- - -- ----- ----- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (FS I) CONSTRUCTION AND - --_ _ _ _ ___ _:! _._______ ______.___-_. _ ___-_I H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER 5D., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY II WHOLE OR IN PART BY ANY NEGLIGENT ACTOR OM1551ON OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH F.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR j1 WD. Ii WOOD HDR HEADER CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE - ---- -_ BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN I.qE MIGROLAM HNGR F{ANGE{Z ZR Ir ZONING RESOLUTION 1 - ------ - 1'- - -- _ -- f __ _ --_]� ---_ _- -- --_ - - _ - --'I PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E G-F LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-5TRAND HCR. -HORIZONTAL - _- - EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. I- -- __-=_--______-_L.____________________ __- _ _ -_ _--__-=____------ PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - _`- J I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF GOMMERGE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - - _ _ ----------- ------ - _- - __ I OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUG7URAL- USE PANELS OR '`� �� APPLICABLE CODESRAND GO DRPRACTICE. DEVIATIONS FROM THEIDRAWINGS FRAMIf°GSMATERIAL STANDARDS SGTION, THE INITH THE BU LDINGOOODE, APPLICABLE COME EVALUATION REPORTS. INSULA I ION $ F E N E ST�f�T I O N E 0 U I R I I E N I S TO BE THEY IN I AND SPECIFICATIONS WILL NOT BE PERMITTI=D WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 1, __ _ __,_ -_ -_- - - - - -_ ��__ - -_ _ I AUTHORIZATION OF THE ARCHITEOT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE ,i 11 I let. THE CONTRACTOR SHALL BE RESPON51B1_E FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. ,1 PROPOSED DESIGN GODS PRESCRIPTIVE VALUE I NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE COMPONENT II GOMPL I ES ONE-51XTH OF VALUE G I TTI ON (PER 2020 NYSEGGG) PERTAINING ARE TO BE FIELD VERIFIED. RATER DEP H. NHER:E NOTCHES ARE MADE ATD5UPPORT5 THEY7SHLL NOT 1.8.4.SHALL MEET DTHEi PROVISIONS O AN51/AHA AIg4.1 CELLULOSIC APPLICATIONS I 20. CONTRACTOR TO REMOVE 4 RELOCATE. A5 REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR r -_ - __ - - _- - - _ -_-_ --.- -- - --- -__- - - WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE--THIRD THE ACTUAL RAFTER DEPTH AND THE: EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. MAX. U-VALUE = 0.32 iI ! HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1 U-VALUE = 0.25 1 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 CFM/SF YES 1 I 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN AIR LEAKAGE = 0.30 GFM/SF I PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 ' i 1 SPECIFICATIONS, UNLESS NOTED OTHERWISE, 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. I - - _ _ __- - _ -= _ __ I=_______________4- 1 I 22. PROVIDE FIREBLOCKING A5 PER NEN YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EMIDDLE ONE-THIRD OF THE XCEED 25% OF HE ACTUAL LENGTH. NOTCHES IN THE DEPTH.HBORED (P5-IRDS OF AI), HE GOVERNING BUILD NGLGODE:, AND ANY ADDITION I R-4q SPRAY FOAM INSULATION '1 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 1 CEILING R-VALUE MIN. R-VALUE = 4q REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 0 YES I 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. Ij - - -- 111 7 THICK (R=7/INCH) - - PER TABLE 8402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55 EGTION. ---- - -- ---- -- - -- .- -- -- -----_ _- - _____ -__ -- - -__-_ --- ___ CONFORM TO HE S�A DARDS PEG ALL IN 2 2 SHROUGONME2 CORS SHALL EXTERIOR (2"xb") WOOD THICK = 'MIN. R-VALUE = 20 (CAVITY) YES I COPYRIGHT PROTECTION ACT OF IggO (AWC,PA), WHICH HAS SEVERE PENALTIES. R-14 SPRAY FOAM INSULATION I 25. FOR NEW WALLS, A PERFORATED SHEARW E SYSTEM IS USED. THE R-15 BATT INSULATION ADDITIONAL I- -_-- -- --- ----- - --- - ------- - ---_ II CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, FRAME kqALL R-VALUE 1! CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE G-003 8 G-004. THE FASTENING 5GHEDULE _-- _ _ _ I SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING PER TABLE 8402.1.2 - CLIMATE ZONE 4 -- N 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME S 18.2.1 SQUARE AND I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 1 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 HEX BOLTS AND SCREWS (INCH SERIES). II MIN R-VALUE = Iq 1 F- I NEN YORK STATE STATE ENERGY CONSERVATION MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 1 - II PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w I I I I FLOOR R-VALUE R-30 BATT INSULATION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'s). - --- - - -- -- ____- - - __ -- - _ -_ --- - �___'! ____- - 2 1 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARF SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: 0 ! 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 70 THE BEST OF MY KNOWLEDGE BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PEGIFICATION5 ARE IN v____;__-- -__.__I _._ _____ ______ ____ ASME 818.2.1 SQUARE AND HEX BOLTS AND SCREWS INCH SERIES . WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4 [RE]. > CONSTRUCTION MANUAL 8Y THE AMERICAN FOREST B PAPER ASSOCIATION WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, w (AF4PA) AMERICAN WOOD COUNCIL (AWG). IY ! TREATED WOOD 8 FLA5HING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS _._-_ ___ :__- _.------------------- HALL __-_ __ _____ 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HALL w/STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/ (2) I/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS * 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND - - - - -- I 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6' GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 1 -- - _ _- _ - ___ - __ - _ --- Q ,,' MEGHANIGAL GORE AND 2020 NEW YORK STATE FUEL GA5 CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 6OVERNING BUILDING CODE AND ANY T BLE RSO ,-7 I 5. ALL ELECTRICAL WORK SHALL CONFORM' To 201-1 NATIONAL ELECTRIC IN A 5HEARWLL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ' I .- - -_ _ _- CLIMATIC GEOGRAPHIC DESIGN CRITERIA - -- ----- --- - -- PROJECT: CODE, NFFA -70 AND 2020 NEW YORK 5TA17E ENERGY GON5ERVATION 5TANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ---- - -- -__ __- CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG CODE EVALUATION REPORTS. - ---- - I "GROUND SNOW LOAD I11 I I 25 LBS s 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD - __h____._______ N1 6 RISE w/ (2) /4 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. ' ALLONABLE I - - - {' CULP - DEFLECTION -_- 1 BASIC WIND SPEED- - I -----130 MPH -----I' GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER SET 6 DI5T., U.O.N. - ADDITIONAL INFO. I5 FOUND O PAGE G-00 L/180 1 ! - EXPOSURE CATEGORY ____I: --. - -E I ADDITION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL HALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE GONST'RUGTION;55TD IO-q11 AND 2018 550 HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 I 1. AT UCTION CONTINUOUS LOAD PATH BETWEEN FOOTING5, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I - ;I I SEISMIC DESIGN CATEGORY B II _______ _ _ ------------_____ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES 2.2.'1. SGREW5. SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 j 1 - - - -- 11 - -�.------- ':----- -SEVERE: .-- - -- I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). INTERIOR WALLS ff PARTITIONS H/180 WEATHERING 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. !! - _- _____.._______ ____ - - E 50 OAK DRIVE BE UEDINCLUDEDIN THE IN ACCORDANCE V41TBHILDINO, COME,MANUFACTURERSTION 2306 OF 15C REGOMMENDATIONS. ALL 2 HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE FLOORS ff PLASTERED CEILINGS L/360 - i FROST LINE DEPTH !1 3'-O " II CUTCHOGUE, NY 11935 ALS _ it - ------- ---- - -- ------- - NOTED. TER BARRIER FROM OPTION TO PPL 6 51 T R- TG GE ALL OTHER STRUCTURAL MEMBERS L/240 I TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR 5U5JEG'1 TO SALT CORROSION IN COASTAL LINE. ff 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL GONNEGTIONS SPECIFIED A5 "SIMPSON" MAY BE -"- --- DRAWING TITLE: 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED MECHANICAL CONNECTIONS: 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1 1 - .,-------. --------- --------- -------- 5U55TITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 II'ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. 1, -_ - --- __ ------------------Il---.-----------------.---- GENERAL NOTES - ---- - 111 --- - -- - -- - - .------------ - - SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS HALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/ BRITTLE: FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "5IMP5ON" MANUFACTURER. - __ ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE: OF OPENING. SPECIFICATIONS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINiSHE'S I,' L/120 i STRUCTURAL DESIGN CHARTS 5. NAILING OF ROOFING SHALL BE TO CODE. -_- --_-__- -- - --__ " - - -- ---]' 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING INDICATED IN "SIMFSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - - - -- RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE STRUGTURL DESIGN LO�4DS RAFTERS. PERMITTED LOADING VALUES ARE LESS THAN WHAT I5 SPECIFIED BY "SIMPSON" I 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED l II PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER 5EARING. '7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR '1 11, 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - - - -- _ __ -- - ----- --__--_ I' -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 1 ' fiAp% NAM11%0 AP% 0 AF% ,046 Ib WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL SE TESTED TO DETERMINE THE RESISTANCE OF USE LIVE LOAD !'DEAD LOADIN u THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - - --- - --- i! %2 u ,;!e u w 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5PECIFICATION5 OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 1, 15 sf 11 I TO THEFOUNDATION 3"x3 xIONNITH WA5HER5GA MIHOR NIMUM OF ONE ANCHIN. BOLT OR BOLTS HALLS E '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY Illi 'i p 1 DECKS 40 sf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY 8. ALL CONNECTORS SPECIFIED A5 A SIMFSON' TOP MOUNTED BEAM ,I i DATE: 07/14/21 2 OF 16 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT - ---- p P 1 AND AT PAGING NOT EXCGEEDING 4LONI CENTER LOCATED WITHIN 12' OR CORNERS GYPSUM WALL BOARD SEAM HANGER ONLY LONE WIT BE SUBSTITUTED U STITU EDNS LISTED P MOUNTED 1_ PA55ANGER VEHICLE GARAGES 50 - - I AS PER PLAN , FOUNDATIONS. ANCHOR BE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ii COMPOUND METHOD. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf ,I I5 psf ;I 2. ALL GYPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf '! 15 sf I' DEEMED APPLICABLE. P P , SITE WORK - - --- - ... - _________ - - - -- - , . -- 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM 50ARD ON CEILING AND WALLS INSULATION j I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR p p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ------------------------------ ------_------ - -- J' - - - __ 15 sf ROOMS OTHER THAN SLEEPING ROOMS 40 sf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISGREFANGY, IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf I1, 15 sf I A, RECEIVE CLARIFICATION FROM ARGHITEGT�ENGINEER PRIOR TO PROCEEDING. FOIL TO BE PLACED TOWARD WARM SIDE. P -- L EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL _ _ _ _ fh e CONCRETE PANELS OF 5/8 THIGKNE55 MINIMUM. 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS -- -- 40 psf 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE IS psf 3. EXCAVATE AND BACK FILL FOR WORK 114PICATED ON DRAWINGS. M WALLS FROM b' BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY -_ _ -___I STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 1 •, i t,: SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS GUARDRAILS AND HANDRAILS 200 sf i 15 sf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. p I P 1, ;" f' - - :, � 4. NEN AND EXISTING BACK FILL MATERIAL ARE TO 5E FREE CF NEEDS, TREE ' ROOTS, ROCKS, AND DEBRIS. ALL SURFLU° MATERIAL THAT IS UNSUITABLE 5• METAL CORNER BEAM TO 5E USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ,,.': 11 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. - q' R-30 FOR FLAT CEILINGS �'I 12 psf FOR ATTIC (; . J; ✓' ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. `°�..a.,,,,, �'. �'' -- -- --- _____I - &.25 R-30G FOR VAULTED AND CATHEDRAL CEILINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. b. FASTEN GYPSUM BOARD AS PER FASTENING 5GHEDULE ON PAGE G-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 1, - 1,_ _-_- _-_ - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION -- -- - 5.25" R-21 FOR FLOORS *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) CL # ®L_DONN DETAILS 7'rf=1CAL NAIL I GI/SfiRA F I NO R FU I R 1� NTS FOR KIND '� I � I FASTEN I NO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L I F T/ SHEAR/ LATERAL= Y `l I V D RE S TA I�l(i NOTE: THIS SG�fEDULE DOES NOT i NGLUDE NAILING FOR METAL FRAMING STRAPS Q F- a) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REGUIREMENT5, w Z O ujCN AND ROUGH OPENING FRAMING REQUIREMENTS) III J i 1H "ALL STRAPPINO TO BE V4"x 20 OAUOE" -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q uj >; FASTENER Z HOEDOWN 'A' HOEDOWNS' DESCRIPTION IZ I FASTENER SPEC 11---- -- _ - O cn _ _-- -_:- 4_- J = CONNECTION A 'I v L I N� �R I D I! AND QUANTITY SPACING J J FOR FOUNDATIONS T L0 _11<ROOF I$ GE I L I NCC FRAM I NO 1<1 I.DIM's ARE ALL MIN. BASED ON USE OF ONLY A Ibd - --____----_----.--__-------- ----- - -. ---- - -- -- J 0 O ENDWALL ""~ " COMMON NAIL w/o PREBORED HOLES. -- ---- -- - - 1'---- - --- O O (3) 2x FULL (3) 2x FULL AT RAFTER TO RIDGE " "2„ RAFTER TO TOP PLATE (TOE-NAIL) 5EE PAGE G-0o3 PER RAFTER Lo it ENDWAL_ CORNER STUD "•"•.✓'""" 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE ------------------------- �" Ct' m HEIGHT STUD CONNECTED STUDCORNER CONNECTEDHEIGHT STUD TRANSFER SHEAR `~ \ 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) -— �i -5EE PAGE G-003 - PER JOIST �'I O CONNECTED TO "'" R•R• 2 n 5ERVICE CONNECTION: l TRANSFER SHEAR IIX „ (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL = J.. FOR STRAP - _3_ _8_d COMMON `� • • • • • • • HOLES,SET NEW MEMBER. CEILING J015T TO PARALLEL RAFTER (PAGE-NAIL) 5EE PAGE G-003 EACH LAP Z 2-Ibd COMMON SIMPSON' HDQS 2-Ibd COMMON NAILS ® EA. END OF STRAP. . • • - --- - - - -- - -- - ---- -- -- ---- - - - ---- --- NAILS ® b" O.G. 6 • . • ---- - , -- ---- -- HOLDOWN ANCHOR ON PLANS 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED I NAI-5 ® b" O.G. 8 LOCATIONS NOTED 10" O.G. IF BLOCKED ` • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON ( EACH LAP Q J 10"O.G. IF BLOCKED /� CORNER POST ...��� FOR ROOF SLOPES UNDER 5:12 HIT;+ ?, 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO - - - -- - - --------- - - - -- - - - - -- -- -- -- J CORNER P05T J� TIES - j I ` GRAPHIC BELOW) END OF THE NAIL TO A q0 ANGLE,SEE - --_-._-___-__--- __-_____-.-_.-___-- - -- - I SEE PAGE 5-003 II PER TIE = > It 0 ROOF SPANS OF 24 OR GFiEATLR, COLLAR TIE TO RAFTER (PAGE-NAIL) SIMP50N HDQS USE 4 8 d COMMON NAILS ® G. G. - - --- - -- -- -----{i----- -- - I 'L_ C� HOLDOWN ANCHOR ® - I ! - BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON I EACH END J ~��' "` EA. END OF STRAP FOR ROOF I ry b.DIMENSIONS ARE DERIVED FROM TFfE NDS COMMENTARY rq SECTION 12.4 PLACEMENT OF NAILS # SPIKES S TABLE rq LOCATIONS NOTED 'I SLOPES OF 5:12 AND GREATER. - - ----------------- ----.-.----'�----------------------___a `�' O ON PLANS ( CR 4-1. RIM BOARD TO RAFTER (END NAIL) 2-I66 COMMON EACH END Z Z ei CONNECTION BI I$ E32 -_- - -__ - -- --- - ---"-— -- - - ---- -- - - -- _ - _ � ,� cy I ' A7 RAFTER TO TOP PLATE TO STUD vLu CD - j _. WALL FRAM I NO CONNECTION:_ - � Ix 'x-11 HOEDOWN INSTALLATION OPTIONS: . N = ISS �2 �^ TOP PLATE TO TOP PLATE (FACE-NAIL) lI 2-Ibd COMMON ' iI PER FOOT O Q FOR NEW P. GONG. FOUND.s - 3 B HOLDOWN CAST IN PLACE w/'7/8"(P THREADED ROD DD / - FOR STRAP d COMMON NAILS ' EA. END OF STRAP: • � - - -- - --------- -------------- -- FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s see WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) - --_ 4-Ibd COMMON - JOISTS - EA. SIDE 1/8"(D THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO - NOS GEOMETRY EXCEEDS THAT PERMITTED IN }} _ - CONCRETE w/ SIMPSON SET(HIGH STRENGTH EPDXY B I IN " - -- - ---�; 2-Ibd COMMON 24" O.G. "SIMPSON' W MAX. NAIL G GRID ABOVE UTILIZE • • STUD TO STUD (FACE NAIL) j , IADHESIVE), b FOR TEMP.s O F-40 F USE 51MP50NI AT SIMP50N # H2A (OR EQUAL) RAFTER TIE . . - 1 --- - - -- - - - ---- -- - --- ----� (HIGH STRENGTH ACRYLIC ADHESIVE) .. HEADER To HEADER (FACE NAIL) -- I, Ibd COMMON Ib" O.G. ALONG EDGS w TOP or BOTTOM PLATE TO STUD (END-NAIL) ', 2-Ibd COMMON FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN 'e i-OiS TOErdAILING - 3 8 d COMMON NAILS �•••.. - - ---- ---� �' FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • PER STUD W USE SAME w/7/8"m THREADED ROD CONNECTION 4 0,. G.J. TO R_R. - q IFS d COMMON NAILS AT G.J. TO G J. GO EGTI - -----I I ~ - - - -- REOUIREMENT5 FOR -•..... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2 Ibd COMMON 12 PER FOOT V RAISEDAPPLICABLE) OR EA. PLATE TO STUD ABOVE 8 OR BELOW END.Jo15T, or-BLOCKING (FACE-NAIL) - - = J o - NN I6 ON: -- -- V HOEDOWN �G� HOEDOWN 'D' 2-_ __16_d COMMON NAILS FOR G.J. TO G.J. d COMMON NAILS FLOOR FRAMINO Q FOR NEW d EXIST. FOR NEWLY POURED GONNEGTION GI 1$ 02 • i 4-Sd COMMON PER JOIST - FOUNDATIONS • 'M ENDWALL � FOUNDATION ® ONE STORY ONLY • - � - -_ or - - I ----- = (3) 2x FULL_ BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUDCORNER STUD CONNECTED TO TRANSFER SHEAR o -- ----- ---- - - --------- - ------I I- EACH END SIMPSON" HDQS (3) 2x FULL .. . AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL)-- ---- ------ IL---2-8d COMMON ---._:I------------ --- -_-�' 1 ° BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON �" .. __... _. _ - - --- - - - - - 1 - - - -- - -- -- --- 1 -- ---- --- - --- LOCATIONS NOTED HE STUD �." ' i j TOP PLATE (TOE-NAIL) NAILS ® b" O.G. B TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK ON PLANS 10" O.G. IF BLOCKED I G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST 1 I NAILS ® EA. END OF STRAPo ° I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST NAILS ® 6" O.G. i BELOW FOR . PLATE TO d COMMON s OR -- --------- --- ------ --------� -- --- - --- -- - - --- " 2-I6d COMMON - o BAND JOIST O SILL - -- 3=I6d COMMON PER JOIST - - --- '• I iL 5_ T LL r TOP PLATE (TOE NAIL) 2-16d COMMON I PER FOOT � I I • `` ROOF SHEATH I NO , - ' - I I STRUCTURAL PANELS: INTERIOR ZONE 1' 8d COMMON i b" EDGE / 112" FIELD i „ SOLID s ad COMMON I b" EDGE / �" FIELD _ SIMPSON" STHDI4RJ CONNECTION DI I$ D2 BLOCKING PERIMETER EDGE ZONE HOLDOWN INSTALLATION OPTION_i ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d COMMON I 4" O.G. c UP TO a' RAKE OVERHANG FOR NEW P. GONG. FOUND.'s -- HOLDOWN CAST IN PLACE v4/1/5"4) THREADED ROD ~"` • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO 5HEA7H I NO . j 7/6 THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO _ ----.----.------------_=- ----- ---- _- ------- - - -- ---- - - - _I �� " ' � '� � PLATE(S) CONNECTION: D2 � FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s .. GYP..UM WALLBOARD 5d COOLERS � ' CONCRETE w/ "5IMP50N" SET (HIGH STRENGTH EPDXY 1/2" MIN. IL ----_ _ __ _ __ _ - ° " CORNER o ° FOR STRAP - 3 8 d COMMON NAILS ® EA. -=T'-EDGE / 10=-FIELD ADHESIVE), 4 FOR TEMP .s O F-40 F USE 51MP50N' AT � I I (HIGH STRENGTH AGRYL.IC ADHESIVE) ONE #4 REBAR • SPECIFIED ON DI ~C-"' ° END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHINO FOR EXIST. / NEW G.M.U. (GOrdG. BLOCK) TYP. FOUND. NOTE `. • -- -"__-- --- -- -_ : ;- _ -- - --- --- -- - FILL TOP 2 GOUR5E5 SOLID t CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - H/1/95"(P THREADED ROD 2 Ih_ d COMMON NAILS -- - - - -- - -- -----j - -- --- STRUCTURAL PANELS ad COMMON _ b EDGE / 12 FIELD - STRAP w/(3) GYPSUM WALLBOARD -- - - - - ----- --- - - - -'' --f'---OE 1 FI "• P,;_TERNATE CONFIGURATION - ABOVE STUD TO --- I, 5d COOLERS- - - 7 EDGE / 10 FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR z . _ 8d NAILS® EA.END - --- -------- NA I L� 1��7/STRAFE I NO WINDOW/DO®R HEADER STANDARD/ALTERNA I E 1 nUAL) � PLATFORM TO SILL PLATES ^ �. � ... of EA.STRAP ro � I I I EA.JOIST-(FOR ALTERNATE USE ---- -- - - _ -- - - -- O FLOOR SHEATH I NO SUBFEOOR NOTATION: STRUCTURAL PANELS. �� I' 'I W ---'I -- -- --- ---� -- SIMPSON H2.5A) - U I" or LE55: ad COMMON B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT(APPLY TO DOORS) WFGM, TABLE 3.235,P. 2qU " _ •".. GREATER THAN I": I IOd COMMON 1 6" EDGE EVOE / 12" FIELD X -- GONNEGTION E _..""" Y �" "" 12 FIELD r G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM, TABLE 3.23G,P. 2q2; "- . - -- - - --" -- - --_ F ALTERNATE AS PER TABLE 3.230, P. 2q3) ...��� • __ -- -- MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT--UF 3 OR MORE SUPi=ORTS � (THAT EXCEED FRAMING 5TANDARDS, IT 15 REa'D FOR FRAMER TO HAVE A R L_OGK I NC OR T ORM 1 10OD RAM I NC a 0 WORKINGS KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWCI DETAIL BOOK CONNECTION PATTERN SCHEDULE II � 0 _ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) 0 W z_ Q a 1/4 OF A YNHEN GIF?DERS MADE UP OF JOISTS NAILEDCN ' CONNECTION DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER J vi BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I�- V-I � PATTERN - MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER _- - AS FIRE-STOPPING. W Q NON-LOAD B.. >- ARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.C.o.c. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRE5LOPPING. F- Z STUDS B (3)ROWS IOd NAILS m 12"O.C.ocp THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O to SUBFLOOR SUBFLOOR (2)ROWS I/2" m DOLTS o 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� = Z G DBL.® ENDS TWO-PIECE II PLATE SERVE AS FIRESTOPPINO. J_ � J E PLATE -- BUILT UP GIRDER P MAX.32" NAILING_ Lo SOLE PLATE D - 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE (2)ROWS 1/2" m BOLT5 O Ib"O.G. SOL L TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. r E (2)ROWS I/2" m BOLT5• 24' O.G. I yi, O O SIDE WiT�i IOd NAILS, TWO NEAR EACH END OF j - - I, (L LA m BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPll SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROWS 3 3/8"TRU55LOGK SCREWS m 12 O.C. s I/4 of A OF I& iNGHE5 BETWEEN NAILS IN A HORIZONTAL I, OR OF NONCOM-BUSTIBLE FILL. m scREwED oN(I)SIVE of MEMBERLINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z SIDE w/ IOd NAILS TWO NEAR EACH END OF EACH l FOR PLATFORM FRAME CONSTRUCTION: THE 50LE O I , , (2)ROWS 3-3/b"TRE OF MK SCREWS m Ib"O.C. AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN BETWEEN NAILS IN A HORIZONTAL LINE. II' _ H SCREWED ON(I)SIDE OF MEMBER I JOISTS SERVE AS FIRE5TOPPING. f— , JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" i ��II I I' � (2)ROWS 3-3/8"TRUsSLOGK SCREWS m 24' O.C. P ( ' SCREWED ON(I)SIDE OF MEMBER_ THREE-PIECE JOIST Z MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS o 12"O.G. - 7. FOR PLATFORM FRAME CONSTRUCTION; THE SOLE AND C( W JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d L 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. J OO MATCHED 51ZE OF BLOCKING (2)ROWS 5' TRUSSLOCK SCREWS• Ib' O.C. 4 ! j FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER IN& - > PIECE, INCLUDING INTERMIDIATE JOINTS AND w/ THE UNDER NON-LOAD BEARING 3 Q THAN 3 - -I 8. THE HEADER SERVES AS FIRE-STOPPING. _Z (� BETWEEN 1/b n STUD SCREWED ON BOTH SIDE OF MEMBER d I/4 OFA 2 BETWEEN NAILS IN A HORIZONTAL LINE. PARTITIONS ® 32" O.G. DOUBLEKPLATE L (2)Rows 5"TRUSSLOGK SCREWS• 24' O.G. OTHERS STAGGERED w/ A DISTANCE OF NOT MOREIII q q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J rI !i IIJ0 I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Y p FOUR-PIECE OIDER5 ARE TO BE A55EMLED A5 „ ' IO GE I L I NO BRAG I NG NOTE: _ /� 6 STRINGER TO SERVE AS FIRESTOPPING. Q Z CANTI LE\/ERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED ?, 1 GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. / 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J N d CONNECTION PATTERN B'WHEN 10"OR LARGER r FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- �STUD 2.WHEN SCREWING OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO m rI OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH �" (� SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPINO SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q Q SUBFLOOR / LATERAL BRACE ® 6' O.G. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING rI J O / BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL _ PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON S I A I I 'I� I/-' F l� 77 E R'�I S FOR S 1�E LOADED O A R E D 5 E A'1',-S / I c • FLUSH I U S H 5 EN�5) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE lo)8d I `l is V�/ i I �t l� l.a J� ` 1� -LOCATIONS REQUIRUNG FIRESTOPPING- A5 FIRESTOPPINO. W NAILS FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPI46 -- - ---- - - -- --- - - -- - - - - - 5TOPPIN6 STOPPING FIRE- FIRE- , FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPIN6 STOPPING 5O� 0 MULTI W ,I E-PIECE MEMBERS - - 2 ROWS X,' J015T * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED' y J 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS 16d s Rows Ibd 2 ROMV 2 ROWSJ� VERTICAL V J BLOCKING w/(4) IOd NAILS COMMON COMMON Sol*s•24' ISOLI eoLTs FIRESTOPPIN6 WHEN _ 20 a.STRAP O 12"O.G o.C.5TA66CRED�i - O 6"O.G. GOVERIN615 APPLIED O 12"O.G. O 12"O.G. TO UNDERSIDE OF STUD 6YP5UM BOARD g - - --- TWO ROWS 12"U.G. THREE ROW5 12"O.C. LOCATION I LOCATION 2 LOCATION 5 -1015 DOUBLE PLATE * 5d COOLER NAILS m lo" O.G. (10) 8d NAIL BEAM SELECTION w/ STD. NAILING LOCATION 4 NOTE: ENDWALL STUDS A5 NOTED IN NOTES -1 8 8 s JOIST SHALL BE LOCATED DIRECTLY . NONGOMBII TIB 6 u���TE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESroPPIN6 LOCATION OVER STUDS,UNLE55 TOP PLATE IS 4" • EDGE/12"® FIELD FULLY BLOCKED SOLE of GIRDER DESIGNED TO CARRY 'SHE LOAD SCREWS ab - tY4"TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES FIRESTOPPIN6 WOOD FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA65;=RED TWO ROWS b'O.C. LOCATION 5 LOCATION b A FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL �'" - °,�"""• INTERIOR STUD DETAIL \ / THIGKNE55 OF THE MEMBER.USE wA5Hl UNDER HEAD AND N.M. -. O Y ERLA I D ROOF s.STA66ER EACH ROW OF FASTENERS BY 12'. 2"SPADE NOT ATTAGHMENT © \VALLEY 4•FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED NONGOMIDUSTISLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOFPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4.O.G.NAIL SPACING. LOCATION 7 STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ -1.2 ROWS OF Ibd COMMON NAILS(I2'O.GJ FOR DEPTHS 12"OR LE-95 4 ad NAILS FIRESTOPPIN6 LOCATION 8 LOCATION 9 ® EA.END m R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTH,OF 14",Ib"t I6•. LOCATION IO FULL WIDTH 2"x BLOGKIN ZO W — 0 �ONSTRUO�fi I ON DE=TAILS WIND LOAD FATH CONNEC=TION DETAILS S I I TOP PLATE ! DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION I7ETA I L EXIST.OR NEW NEW R.R.SET w/1 R.R.BELOW UPPER:TOP PLATE LAPS 4 IOd ,,-CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP FLATS SPIKED TO R.R.'s ALIGN NEW E EX. R.R. .R.AS HOW 5 KING S TUDS I I PLAN VIEW I I : i � I NOTE: 51MILAR 6 SHED' WOOD JOIST WOOD JO I S GRI PPLE STUD ROOF,R.R. IN LINE i I I BLOCK I NO-- --- JOIST HANGER HEADER OENERAL REOU I REMENTS FOR O ENERAL REQUIREMENTS FOR - -- - ` - INSTALLATION OF If I NCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER � JACK STUDS -- - " WOOD GIRDER WOOD JOIST - -- - - . - }-- --- --- --- -- -- MAIN MEMBER - - W w Q I ! I iOe � LJJ JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH W 1 TH OI RDER/HEADER TYP I GAL HEADER GONNECTI ON I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: wmlelDIAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. )S THE LENGTH OF THE NAIL FROM THE MEMBER END, �' 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 5HOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER LP A MIN. OF (5) NAIL DIAM.'5 AT A cl ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL 5. To AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST NAL-L STUD WALL 57UD - ---- -- "--- --------------" WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. • 50 OAK DRIVE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE CUTCH OG U E, NY 11935 GH I M. CHASE SECUR I NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51 M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS TO ATTIC FLOOR S BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) _ PAGE: TOP PLATE C O J KIND I I `>,L! ES 57AN7 GO I S7RU�T O I `l CONN �TORmJ CHIM. CHASE WALL O Q p CONNECTION LOCATION: NOTES: PART NUMBER: I',- - --- --- -- - - -- _ -- -- - - -- - I o '"w v RI DC-�E-TO-RI�FTERS ''� G520 � 21 " �L PP TO G FAIR O RAFTERS <30 W 10 ® RAFTER-TO-1rdALL H-7 APPLY TO EACH RAFTER D_ z Q z — -- - DATE: 07/14/21 4 OF 16 ROOF O tu R - - I - - -------- -- -- - -- - ------- - - I -1 o ( RAI TER TO PLATE H8 or H2.5 APPLY TO EACH RAFTER REa'D BLOCKING -�p PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD tu TO ALIGN w/STRAPPING w - - - - - - ® EA. LEVEL ELE FIRSTOFL ® z 4 K 2ND. FLOOR WALL-TO-DIST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD FLOOR/CLO. ® HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLD��OWN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END - C520 WRAP UNDER DOUBLE SILL PLATE I, (USE WITH 3 SQUARE WASHERS) ti,,��.�W, ' • SIDE VIEW FLAN YIEW T. 00 - D R-5 PLATE - - - -- - - - - USE THE FOLLOWINO OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. - - NEW PARTIAL HEIGHT O z O O _ EXISTING TO BE DEMOLISHED Lu WD L = N WHEN APPLICABLE) Z OOFRAME (L.G. STL. ! J ^ � EXISTING TO REMAIN NEW W FOUNDATION ALL w NEW WOOD FRAME (L.G. Q W 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL EXI5T. FRAME _ WOOD FRAME (L.G. STI_. P05T FOR 4 WALLS DECK _ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i 227 5q,, Ft. JLO POST FOR b" WALL5), U.O.N. O O NEW 2-HR FIRE RATED' O O O WOOD FRAME (L.G. 5TI_. L0m WHEN APPLICABLE) Z — --- O Z w ® J ----- - - - - EXIST. AWN. - --- Z CDO - - - - - - w Z �: � I Z r-I I � N EXIST. LL w (D BASEMENT In r-I -UNFINISHED- O V I` L0 X ° O a T-I J O EXIST. F.J. EXIST. SLAB ON X G GRADE TO BE W x ° x � � w DEMOLISHED 6'-0" MAX. * 6'-0" MAX. Y PROVIDE TEMPORARY SHORING DIRECTLY I� F= @ w ; BENEATH FIRST LEVEL SHORING POSTS AS N X PER TEMPORARY SHORING/DEMO Lu SEQUENCING NOTES $ DETAIL. N () (2) 2 xl2 TEMP. I X NAIL 2"x4" INTO POST c01V GIRDER PER PLANS - ILU w/(6) IOD NAILS A-101 HEARTH 2"x4" BRACING NAILED -- --�---. - ----- g - - - - U Ir 0 �! INTO TEMP. C71RDER EXIST. (3) 2"x10" EXIST. (3) 2"x10" ! EXIST. (3) 2"x10" lu Q FLUSH 5M. FLUSH BM. FLUSH BM. lu 0.L Q NAIL POST INTO SHOE I 'L - EXIST. 3 2"x10" EXIST. 3 2"x10" EXI5T. 3 2"x10" ' PLATE w/ (5) IOD NAILS - 9--- - 6 (2) 2"x4" P05T FLUSH BM. FLUSH BM. FLUSH BM. +9;. SPACED 0 5'-0" O.G. HW I „ ;° t (1) Tri ® t 8 EXIST. DEMOL15H PORTION OF 2) R - SRA NAIL SHOE PLATE INTO EXIST. GONG. SLAB ® 24' - EXIST. FOUND. WALL TO ® � 10" UP (I I 2"x8" P.T. CONTINUOUS CREATE ACCESS ('PER J O.G. w/ (2) X-CP 72 PStL *' 5:36 3 IN. CONCRETE NAILS SHOE PLATE FOUNDATIOI`! PLAN) BY HILTI (OR EQUAL) O p EXIST. GONG. SLAB x_ ryyy EXIST. OIL TANK ® I EXIST. V� V u X BASEMENT u ui -UNFINI5HEI;­ O XO I �� I SHOR I NC DETAIL lu [A-10 1.00 50ALE: 5/4 = 1'-0" EXIST. I i 2'81WXI'2"H AWN. i I � EXIST. - 2'8"M17'H AWN. III ! I I FROF05EI ) FOUN7ATI ON DEMOLITION FLAN --- 5GALE: 1/4" = I'-O" LLI 0 I ' W � I c EXIST. SCREEN PORCH T I it OEXISTING W!NDO✓15 TO nE� EXI5T. WINDOWS TO BE 0 BE DEMOLISHED7 F RELGGA�iD .&S OFFICE REMOVED EXIST. EXIST. (2)EXIST. �— I'8"WX3'O"H D.H. I'8"WX3'O"H D.H. 2'3"WX4'O"H D.H. PROJECT: DO NOT DAMAG-- 11 -- ._.. -- I -1 Li CULT EXIST. EXIE_T. DININCG EXIST. BATHROOM ADDITION ROOM BATHROOM - - EXIST. F.J. u w EXIST. LIVING -- -- - - — ----- \11,_EX15T. DOORS TO BE ROOM Pyr cV�D 50 OAK DRIVE iiPROVIDE TEMPORARY 5HOR1N& AS CUTCHOGUE NY 11935 EXIST. 6'-v" MAX.-- V-0" MAX. EXIST. MASTER f SCREEN PORCH -- PER TEMPORARY SHORING/DEMO pl -ff -- —�----- - - - SEQUENCING NOTES d DETAIL. EXIST. BEDROOM (2) 2 xl2 TEMP. GL ADDITIONALLY, PROVIDE SHORING AT . O ' � FOUNDATION LEVEL DIRECTLY " NAIL 2x4 INTO POST \"1::2"x4" IRDER PER PLANS I � BENEATH FIRST LEVEL SHORING POSTS. - w/(6) IOD NAILS � � 1 N TITLE_____________-__ EXIST. BRACING NAILED REF. 2 WALK-IN PROPOSED DEMOLITION PLANS EXIST. PORTION OF WALL A-101 - �I CL. INTO TEMP. GIRDER - _ TO BE REMOVED '�- - - HEARTH EXIST. = XU uu Y NAIL PLATE P4/ (e?) IIOD NAILS NTO SHOE EXIST. Q (2) 2"x4" P05T EXI5T. DOOR TO BE I REMOVED z - SPACED ® 5-O O.G. U < �� GL. EXIST. EXIST, N PAGE: NAIL SHOE PLATE EXIST. SCREEN PORCH TO EXIST. N II GL. HALLWAY - BE DEMOLISHED x in 2x8 P.T. CONTINUOUS - INTO EXIST. F.J. w/ (4) KITCHEN X p EXIST. (12) RI 0 8" __________._.� ui Lu - 001 IOd COMMON NAILS SHOE PLATE r F.- ! � „ I DN (I I) Tr ® t 10 a EACH J015T) XIST. WD. SUBFLOOR :L01moo ALL EXISTING CABINETS, PLUMBING FIXTURES d 2 EXIST. F.J. APPLIANCES TO BE REMOVED EXIST. Q EXIST. ; I GL. DEMOLITION NOTE: HALLWAY DATE: 07/14/21 5 OF 16 PROVIDE SHORING AND SUPPORT TO ALL AFFECTED N STRUCTURAL MEMBER5 PRIOR TO THE COMMENCEMENT X OF ANY DEMOLITION OR CONSTRUCTION. � I tU N I .- 51 IOR I N`./ �ET /` I J.. EXIST. DROPPED BM. TO REMAIN ---- f� _ _ _ EXIST. EXIST. GL. EX 15T. EXISTING WINDOW(5) TO BE BEDROOM BEDROOM TEMPORARY 5HORING/DEMO SEQUENCING NOTES: RELOCATED ® LAUNDRY I. INSTALL TEMP. P0575 d GIRDER PER DEMOLITION DO NOT DAMAG PLAN d PER DETAILS. 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE Lj EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. POSTS 4 GIRDERS. EXIST. EXIST. EXIST. EXIST. 1 `7"WX4'O"H D.H. 31I"WXWO"H PIG. I'7"WX4'0"H D.H. (2)EXI5T. (2)EXI5T. I 05E� F I R5T FLOOR J��M® I TI �«O� FLAN j`"'� 2'3"WX4'0"H D.H. 2'3"WX4'O"H D.H. ��O J.._ N 5GALE: 1/4" = 1'-0" 0ENERAL 5"1' SOL <E`r : p _ � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT; WOOD FRAME (L.G. 57L. J = N EXISTING TO REMAIN WHEN APPLICABLE) W NEW FOUNDATION WALL 1 - ,�'''ll'I ',T:ri''_ m Q w >- NEW WOOD FRAME (L G. STL. WHEN APPLICABLE) -T, II H MIN. 2 2"x4" STRUCTURAL NEW I-HR FIRE RATEC � ( ) J WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J H J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b WALLS), U.O.N. IX b) O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 57L. (L � m WHEN APPLICABLE) Z O F- m FLOOR PLAN N07E5 Lu Q w J J 00 OO TYPICAL P. GONG. FOOTING a WALL CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD ZCfl d SILL SEAL • ANCHOR BOLTS AS PER PAGE 0-003 � C, • P. GONG. FOUND. WALL AS PER, DETAIL UPON b'-4y2" 4 Q Z 4 • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR V.I.F • B.O. FOOTING V-0" BELOW GRADE MIN. _ _ 4__ -�_2 _ ---- ----------- ---------- � - --- q N • 1/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN NEW 3 2"x ''T'. . FLUSH BM. ' I W W Cfl APPLICABLE) _._...__.._._ �R� ILo = � 11'� • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 3z 0 J O STOOPS (WHEN APPLICABLE) _.__..-..__•.__.._.__W _..__. _.._.... Q U INCREASEDEPTH OF EXI5T D.J. • MASON TO ACCOUNT FOR FINIEi STONE ON THIN SET FOR HEIGHT OF WALL # SLAB (WHEN APPLICABLE) oN �u FLUSH BEAMS A5 REQ'D TO MATCH NEW 2 2"xb" P.T. x .p5 , > DEPTH OF EXIST. DECK MEMBERS FLUSH BEAMS w/ GALV. LU526-2 HNGRS I z W (� COMPACT STONE CRUSHED STONE BASE, EXIST. FRAME NEIN (3) 2"xb NEL 3 2"xb" � ® NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M.REINFORCEMENT, Ob" GRUSH LL. T. P.T. FLUSH EsM. 2B NEW 4" THK. UN-REINFORCED P. GONG. SLAB 2 DECK - 5'- Sq Ft. 5'-TV �2.' W — ! i 4s U O FREEZE PROOF HOSE BIB: - =3 FASTENED w/MASONRY ANCHORGI 'S (PRE5E 4 J � LOCATION T.S.D. IN FIELD - CONSULT w/ OWNER) / -g > Q WOOD DECK FOUNDATION (SONOTUBE ONLY) (TYP.): 4� Q 4"x4" P.T. P05T UPON 12"cD P. GONG. PIER AS PER DETAIL - --- b/A-401. WOOD DECK FOUNDATION (18"x18"x12" FTG): - - - - _ — — — _ _ - - * � ls`� �.. r 4B 4"x4" P.T. P05T UPON 12"0 P. GONG. PIER UPON I5"xI6"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL 9PIN NEW FOUND. WALL 3z/A-401 _® _ > -' ~ EXIST. m 8 FTG. INTO EXIST. OTYPICAL LEDGER BOARD ® EXT. DECK: I �`-3'-2" II'-II" 3 N IN DETAIL ON 2'b"WXI'2"H AWN. - - - --- - - - - - - - - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I ASU5HO x - - - 2. SECURED w/(2) 5/5" 0 x 5" LANG H.D. GAL. LAG - - - - --_- - - - -- -[/A-401WOL LL 6 FTG. BOLTS ® Ib" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY SIMPSON' (OR Q I ', w EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. j EXIST. 5. SEE NOTED DETAIL w BASEMENT ' NEW 2"x10' F.J. V -UNFINISHED- FOR WOOD STAIRS a GRADE_ O 4" THK. P. GONG. PAD a" WIDE x REOV LENGTH UPON MAX. I6' O.G., U.O.N. (MIN. 3 STRINGERS) NEW 2 3M. x9.5" THO.P2.0E LVL N ® u b" GRAVEL UNDER 2'x12" P.T. STAIR 5TRINGERS FLUSH BM. BENEATH LAUNDRY � RB ROOM/ENTRY WALL AOVE x Q 4":I' PITCH LOCATE NEW COLUMN x cV I N - j � ! 12 DIRECTLY BENEATH � 10 NEW POST ABOVE I ry O BEAM POCKET (TYP.) x ® HOLDOWN: NEW GARAGE HOLDOWN 'B' AS PER PAGE 0-003 SLAB ON GRADE V.I F' V.I - -� Ilu I !.I HEARTH I _ HOLDOWN: 10 a BB EXIST.(3) 2"x10" 9 EXIST. (3) 2"x10" _ EXIST. (3) 2"x10" w z 0 LU HOEDOWN 'D' AS PER PAGE 6-003 0 5 FLUSH BM. FLUSH BM. FLUSH BM. o 12 A-401 NEWUNDB OPENING PER v CRAWL5PAGE iv NEN VENT H/ MI AREA VENTS ' z ____ ( EXIST. 3 2"x10" EXIST. 3 2 x10 EXIST. 3 2 xl0 Oq NEW VENT w/MIN. I S.F. NET VENTILATION 9. 2020 IRC, R4095; INSTALL AS PER MANU. SPEG'S WITHIN 3'-0" OF BUILDING CORNERS z N p I'I Q w ( HW (I�) R III FLUSH BM. FLUSH BM. FLUSH BM. j 1 ® t 8" EXIST. TYP. 5TL. COL.: x �p I ' O v 10 3-1/2" O.D. SCH 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) N 2B z ry (i1 0.Q (I I) Tr ® I UP BY SIMS STEEL (OR EQUAL) q 4":1' PITCH w to II 24"x24"x12" DEEP P. GONG. PAD FOOTING ~ --- —_ = o z AS PER DETAIL 2/A-301. NLLI m �t EXIST. OIL TANK ® I EXIST. O o ----- ! 12 36"x36"x18 x DEEP P. GONG. PAD FOOTING I I -_ w -UNFINISHED- X0 - - ---�--- -- .i BASEMENT AS PER DETAIL 3/A-301. I I I NEW (5) :2NFLU5H BM. BENEATH cY STEPPED FOOTING --- ------ - - - - ' POSTS TO BEAMS ABOVE -�---- — + -- 13 NEN FTG. TO STEP AS NEEDED TD ALIGN WITH EXIST. FTG., ( 13 c PN NEW FOUND. WALL AS PER DETAIL"i/A-401. V.I.F. EXIST. FTG. DEPTH. 1 m d FTG. INTO EXIST. w Lu j FOUND. WALL d FTG. Q in AS SHOWN IN DETAIL 7/A-401 501L BEARING CAPACITY NOTE: - ---- -- -- -- -- . __ __ _ _- - - -- EXIST. PROJECT: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E 5 x -ry aB BEARING CAPACITY OF 1.0 TONS/5.F. Vw 2'95"WXI'2"H AWN. � 1 "xb" 11 N 1O - ----- CU LP A-401 A-401 NEW MASONRY - - - I `. ' - ADDITION EXIST. 3 PATIO ABOVE ! 2_ 4A c�/2 b 2'a"WXI'2"H AWN. I I � BACKFILL -- -- - -------------- - COMPACT I 50 OAK DRIVE EVERY b". PROVIDE 3" ! - CUTCHOGUE, NY 11935 GONG. SLAB W/ STONE FINISH II I DRAWING TITLE: ------- PROPOSED FOUNDATION PLAN O" 0 r PAGE: 0 5 10 11- 120 A-:102m00 FROFOSF_17 FOUNrI )ATI CN FLAN GRAPHICSCALE 1/4"=V-0" SCALE: I/4" = I'-O" O S.F. HAE31 TABLE SFAr_,E; 1545.8 S.F. OROSS AREA DATE: 08/10/21 6 OF 16 1 7 20L i r.2' i 0ENERAL ERAL SNr�50L E� : ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-003" FOR NAILING 4 5TRAPPIN5 _ ,\' d DETAILS. F - NEW PARTIAL HEIGHT WINDOW CHART - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. a__. -_ - - _ ...- -- _ _. / Lu N __. w.. .,n _ ......,k .. _,I. .w. ... - . _. Z Lu WHEN APPLICABLE) -3 ,I EGRESS rJ ICLEAR ; EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION 1 INO - -_ -___ ---- 1 NEW WOOD FRAME (1..G. NEW FOUNDATION WALL TAG TYPE MODEL # I HiDTH REO�D 20" r I\11 J Q W >_ STL. WHEN APPLICABLE) WIDTH -- -- HEIGHT REOD:24 �I L / Z HEIGHT 1 WIDTH HEIGHT ,OPEN REO'D: 5.77 S.F.I NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL - - ' I PICTURE P3035 3-o � ' -- -,_ 3 4 :: _ : 5 2: - - r J ��TL. POST FOR 4 WALLS CIRCLEI, : " II :: J I- J WOOD FRAME (L.G. . (MIN. (2) 2 xb STRUCTURAL - - - -- - �._ _. _. .. -- - - - -�- I-----'- -- - - --- - �I WHEN APPLICABLE) B DOUBLE-HUNG TW2436 2-o I. 2-O :2'-0 2-O G (2) G R20 - - - ---- - 0 POST FOR 6 WALLS), U.O.N. I II, PICT_URE_ I 1 NEW 2-HR FIRE RATED - - - - - - - _ - ! ',_...:_ !._. :. _.: 2-6 3-� -3 O O O WOOD FRAME (L.G. °iTL. I � � m WHEN APPL I GABLE) j r1> RELOCATE SEE PLANS 2'-'7" 3'-o" jl O -= KITCHEN D.H ELEV. - - - j� -CIRCLE ' _,:_ - -- ClIR3o - J 3-O 3-O 2-II 2-II FLOOR PLAN MOTES -e= - = -PICTURE Q F - -- TRASERIES NSOM - - 5016- _ 5�-0 _..- --� I t_6:: �.{ - -41-11 -= ---I -5- " _ J DOOR NOTE: I. jj IR� GATE _ - --- -_- i'' J 00 Z O 2.INSTAL PLANS NEW EXTERIOR DOORS WHEN GALLED �! G (2) I!, ROOM D.H ELEV. ..._.._ -.21- ._-.._-.. _ji.-.- 4'-O I----- ----.---------.-- --- _ ----II !"{ Cfl I. INSTALL NEW INTERIOR DOORS WHEN GALLED DINNINOSES PLANS -- - - - - - - - L J rI OUT ON PLANS BY 'THERMATRV (OR EQUAL). O 3. DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S 3.PROVIDE (2) 2"x8 �" HDR., U.O.N. Z N 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING LL W (DELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lo W r-I OSTAIR 4 RAILING NOTE: Lo 1. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI O Q 4 MIN. lo" Tr - RISERS SHALL BE CLOSED q'-2" V.I.F.- 2. .I.F.2. 42" HIGH GUARDRAIL $ SPINDLE SPACING „_,_._......_-_.._....._ NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; : 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT - " To ALLOW PASSAGE of A 4" 0 SPHERE m 3. GRIPPABLE RAIL AS PER CODE L ® WOOD FRAME STAIR: D 1. SEE NOTE ABOVE FOR STAIR E RAILING INFO. PORTION OF NEW FRAME F- 2.RAILINGS SHALL BE WOOD OR PVC. DECK EXIST. FRAME �U DECK ADDITION 4 227 5c1. Ft. 153 50l. Ft. Li = i J SMOKE DETECTOR / CO DE17ECTOR NOTES: U '3. - J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ' Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR i f I r HARD HIRED TO EACH OTHER w/BATTERY BACKUP. - 2.INSTALL ALL AS PER MANU. 5PEG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE HITH LOCAL CODE OWINDOW NOTE: 20'-0" 4 I. ALL NEH WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING D OUT 5HOWE m ao o, (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR > K/HEAD SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWS d CONTROL EXIST. EXIST. (2)EX15T. AND DOORS" ON PAGE G-002 IF CASEMENT 7'-'ly2" q'-4y2" 3'-0" 5'-3" 6'-q" m a a I'8"WX3'O"H D.H. I'8"HX3'O"H D.H. 2'3"HX4'O"H D.H. cv cv HINDOHS - ALL CSMNT HNDHS SHALL HAVE - -- F 4 4 STRAIGHT ARM HINGE KHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG HNDHS TO BE -- - O D G TILT WASH cV ._ _ _..,__.. _.__ - a 3. ALL GLAZING HITHIN IS" OF FF TO BE TEMP. GL. Q EXIST.RADIATORS 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND } z [Q, EXIST. _- WINDOWS (TYP. FOR ALL) U.O.N. - a m w p BATHROOM BATHROOM j -===--=1 Q 5 IL ry EXIST. DINING EXIST. LIVING EGRESS NOTE: I, II CODE, SECTION R310.2.1;THE FOLLOHINO MEANS OF (� '� O _ (I p ROOM ROOM z - -- IN COMPLIANCE WITH NEW YORK STATE BUILDING O VVV Q U _ NOTE:D O GT O : DISCO GT Q EGRESS SHALL BE FOLLOWED: ,�• ,�✓ ' r dJ NET CLEAR OPENINS........... 5.'I 5: r z -11 EXIST.RADIATORS EXIST.RADIATORS _ _ EXIST. MASTER NET CLEAR WIDTH.............. 20 MINIMUM -� (� F. -A EXIST. �X p �� II w _ BEDROOM . v "I I PANTRY - z p L. i I�►�� NEW LAUNDRY ROOM: �i p NOTE, D 5Go GT N V O5'-8" 3-O" - EXIST.RADIATORSlu tu EXIST. I. NEW WASH /DRY HOOK UP 16-1 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s W SIZE OF EOUIP. DUTCH DOOR�1 WALK-IN i 3.PROVIDE HOOK UPS AS REO'S PER MANU. OVERHEAD-\ 3 6� - -- -- Z -- -_ � GL. I I O DOOR 3 xb HEARTH EXIST. ---- - GL. v - - --- - - DRYER EXHAUST NOTE: NEW (3) RI ® 1-f Itu I. DUCT SHALL TERMINATE TO EXTERIOR .p (V NEH 5TL. �3-6" Q Q UP (2) Tr ® t to NEW -- MIGRo.'I 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY cr COLUMN I OPENINGS N I INSULATED /GO ENTRY a EGILT r -0 10" ISLAND 3. DUCT SIZE AS PER MANU. IHR SELF 4' x DW, - l�r OUNTER z z,O EXIST. EXIST. F lo'-o" �Y l0'-O° 2 NEw X u DEPTH * GL. HALLWAY X° 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER CLOSING DOOR m I I I I S. TRANSITION DUCTS SHALL NOT BE CONGEALED HITHIN Q CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO i K 2 j � I EXIST. (2) RI ® I' -_------ _ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM z UP 3_6"-� - - - - - - - ! -EXIST. AG SHALL BE LIMITED TO SINGLE: LENGTHS,NOT TO _ - Z 1 I � p CONDENSER w EXCEED 8 FEET AND SHALL !3E LISTED AND LABELED I N I _ _ r ---- _ I � IN ACCORDANCE KITH UL 215!3A. NEW 2 GAR -H MODIFIED -- x 6.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RIGID = GARAGE - ® ® ' EXIST. O KITCHEN m Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4'1O S.F. RUNNING IN THE DIRECTION 01= AIR FLOH. EXHAUST is m EXIST. d� > DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL c c - - HALLWAY w SCREWS - N --- --- -- - ---I-- --- l 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OTE: D SGo EGr 10 - I UPPERS UPPERS EXIST.RADIATORS - ----- tu X N LAXATION TO THE HALL T ROOF TERMINATION. THE q,KxB,H 3'-I"�9-3' O"- 3' O" =_ EXIST. ry � MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I L FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° OVERHEAD T EXIST. GL EXIST. Q BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES DOOR 4 A I BREAKFAST BEDROOM BEDROOM [] NOT INCLUDE THE TRANSITION DUCT. �i �`--3'-II" x LANDING m NOOK 7'-10" O D O GT O D SGO GT (� EXIST. EXIST.RADIATORS EXIST.RADIATORS PROJECT: iv STOOP - EXIST. EXIST. EXIST. i -- - ---- EXIST. CULP I"1"WXWO"H D.H. 3'II"HX4'O"H PIG. I'7"WX4'O"H D.H. GL. NEW _ -- _ ADDITION I 5T Tr, ® t 12.. UP _ ------------------------------ ----- - ------ -------- Z (2)EXI5T. (2)EXIST. m w NEW SCREEN 2'3"Kx4'O"H D.H. 2'3"wx4'O"H D.H. 50 OAK DRIVE Q v PORCH _ 184 5q. Ft. m z CUTCHOGUE, NY 11935 " wo �� m° =° DRAWING TITLE: ' p m o PROPOSED FIRST FLOOR PLAN (3) EQUAL 'B' 5'0" FLOOR TO CEILING Lu D PAGE: y 0 5 10 20 O_ i�fi�'OPOSED FIRST FLOOR I OOR PLAN GRAPHIC SCALE 1/4"=1'-0" +- A-103m00 1,-T85 S.E. HA51TA5LE Si�AGE; 2,468 S.F. CROSS AREA SCALE: 1/4" = 1'-O" DATE: 08/1.0/21 7 OF 16 e 0ENERAL SYl"50L <EY : O ~ � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT u j = N WOOD FRAME (L.E STL. ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING ` ' EXISTING TO REMAIN WHEN APPLICABLE) DETAILS. - _.. _._ .. _._ _ _ _._._ __ -M._..._:-...._____-_._... �l ,I1 i �,r._ "'� I— __.. nl TF �"� NEW WOOD FRAME (L..G. NEW FOUNDATION WALL _ L I WINDOYJ CHART W e� i >; , STL. WHEN APPLICABLE) - `. µ EGRESS 1 / Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ROUGH OPENING WINDOW DIMENSION j' OPENCLEAING 0 Z POST FOR 4 WALLS j WIDTH REQ'D: 20" J _ WOOD FRAME (L.G. STL. � �� I TAO TYPE MODEL # WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -- - „ WIDTH � HEIGHT WIDTH HE �'OPEN REa DD�5:1 s.F.' P05T FOR 6 WALLS), U.O.N. _ ��, -_ O NEW 2-HR FIRE RATED A PICTURE P5055 v-O i 3'-5 9" 2'-II g" 5--4 E" 0 WOOD FRAME (L.G. STL. _ -- - - Lo w WHEN APPLICABLE) - B I j C I R20 ,2'-0 „ 2'-O " 2-0 2'-O �„ i �' � m GIRGLE I PICTURE ,I Z O f G (2) DOUBLE-HUNG — TW2456 2,-6 I 5-8 I' Zr- i m F 0 -- I FLOOR PLAN NOTES RELOCATE SEE PLANS Z 8 ELEV. .21-111 3'-O" J KITCHEN D.H _:-::.,,____._.___�_!;____--- _--.. DOOR NOTE: CIRCLE �l- 00 I. INSTALL NEW INTERIOR DOORS WHEN GALLED E PICTURE -, 2'-11--_ I6 2'-11 Z C) O I GIR30 [ 3-0 3-D 1; „ 2.INSTALL NEW EXTERIOR DOOR_i WHEN GALLED Tfi?ANSOM OUT ON PLANS BY JELD-WEN' (OR EQUAL). ^ __ _ _ 5016 OUT ON PLANS BY THERMATRU' (OR EQUAL). Oo SERIES 4.INSTALL AS PER MANU SPEC.s RELOCATE Z �' �” 3.DOOR TYPE TO SELECT 1, SEE PLANS ( I l 3.PROVIDE (2) 2"x5" HDR., U.O.N. G (2) D NhING d ELEV. - 4-O Q 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING ROOM D.H IL _____, ,- - -- -_- l:-_--.----- -_-_--- - -.i= L� J cV `_ - - _ _, _. ELEMENTS AROUND DOORS (TY P. FOR ALL) U.O.N. Lo M CD OSTAIR $ RAILING NOTE: I` = Ln I. ALL NEW STAIRS SHALL HAVE: MAX. 1-3/4" RI O Q 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PA5SA6E OF A 4" 4) SPHERE; 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" (P SPHERE 3. GRIPPABLE RAIL AS PER CODE W ® WOOD FRAME STAIR: 3 _ 2'-6" 1. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. -'I F- 2.RAILINGS SHALL BE WOOD OR PVC. 28 Lu SMOKE DETECTOR / GO DETf=GTOR NOTES: Y U J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT <(> O_ SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2'_p" 5'-'ly2" I6'-4y2" N 2'- - Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. G 4 G 4 2.INSTALL ALL AS PER MANU. SF'EC.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR _ IN COMPLIANCE WITH LOCAL CODE (CENTER ON WINDONU OWINDOW NOTE: I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, OR 6LIDIN6 PROVIDE NEW HOT WATER COIL, (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR = FREE STANDING HALF WALL NEW OFFICE PIPE HOT WATER FROM EXIST. �1• SUBSTITUTIONS,5EE NOTE #q IN. „GLASS WINDOWS ~`"i FLOOR MOUNT NEW MASTER i O 96 5q•. Ft. , BOILER TO NEW HOT WATER COIL. AND DOORS" ON PAGE 6-002 IF CASEMENT dJ ," `\ TUB FAUCET 4'x4' h w n - BATHROOM WINDOWS - ALL 05MNT WNDW5 SHALL HAVE ~�" 120 5 Ft. SHOWER ` EXIST. AIR ::.,.: :.,::...::, a' ti STRAIGHT ARM HINGE WHEN m•N"" gNrr �TILE� I HANDLER 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 6 V TILT WASH \ 01 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. :,,,,,,,, 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND w "" „ M` F `•\ PROVIDE NEW DUCT WORK TO ADDITION�/ WINDOWS iFOR ALL) U.O.N. ,' ...': ::,: 5 O FOR COOLING AND HEATING EXIST. RIDGE a EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING —"I,-II — EXIST. RIDGE CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF I EGRESS SHALL BE FOLLOWED: 4x i I N I NEW MASTER -04 E . SITTING AREA NET CLEAR OPENINO........... 5.1 S.F. NEW WALK-IN 3 5 I 11 � � 65 • � j NET CLEAR HEIGHT............... 24 MINIMUM NET CLEAR WIDTH................. 20' MINIMUM N - FLAT GEILING� NEW LAUNDRY ROOM: °j SM/GO • O 1. NEW WASH /DRY HOOK UP SM/CO 2.COORDINATE LAUND. ROOM d DOOR DIM.'s NEW 2 H/SIZE OF EQUIP. OC DNv•- �� +S I 3.PROVIDE HOOK UPS AS REQ'S PER MANU. to NEW MASTER rPv iv w :::•: :.. BEDROOM - _._ .,._uW...:.. -CATHEDRAL GEILINO- �� �< DRYER EXHAUST NOTE: 222 5c t. Ft. ® ® - I. DUCT SHALL TERMINATE TO EXTERIOR .::. L :::, m lU 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANYtu OPENINGS :..:,-• 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - X NEW WALK-IN w CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM .p SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO Z EXCEED 8 FEET AND SHALL BE LISTED AND LABELED Lu 56 IN ACCORDANCE WITH UL 2158A. FLAT EILING, I I Q 2 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID a 0 12 xb 5LDR 0 jl METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS "'` � "' I U � I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST r ::..::". - - - -- --- -- ---- -._... SGREWSDUCTS HALL NOT BE CONNECTED WITH SHEET-METALLu 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE _._.._....._.__..._._.. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 w FEET FOR EACH 45° BEND ANI7` 5 FEET FOR EACH q0° zO Q F BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION :DUCT. �U N N NEW FRAME ul PROJECT: o DECK ry 0 184 Sq. Ft. CUL P J 1 ADDITION 2 50 OAK DRIVE CUTCHOGUE, NY 11935 17,-0" D DRAWING TITLE: 0 5 10 20 PROPOSED SECOND FLOOR PLAN FROPOSEn SECOND FLOOR PLAN I GRAPHIC SCALE 1/4"=1'-0" 5-75 S.F. HA5ITA5LE SPACE; C102 S.F. CROSS AREA SCALE: 1/4" = I'-O" PAGE: 15 A-I "JI, (6)"A' 0 DATE: 07/14/21 8 OF 16 c CL U ELEVATIONS NOTES < OI HATCHED AREAS INDICATE NEW WORK (TYF.) W � O W � N OLu NEW ROOFING: Q I. SEE NOTE ® SECTION W 2. ROOFING TO MATCH EXIST. COLOR d STYLE BY 'GAF' � � Z (OR EQUAL) (MIN 30 YR. 11IARRANTY) Z OPROVIDE CONCEALED FLAS+FIING AT ALL ROOF INTERFACES. J�— L~ � w 0) 0 ONEW SIDING 0 O 0 4 SEE NOTE ® SECTION (L Lo cr NEW WINDOWS) Z O5 AS PER PLAN;EXIST. WINDOW SHALL BE REMOVED. = 0 REMLLJOVED BE FZEMO _.:::: __:,:_:::....:::::::::::.:::.vW EXIST. WINDOWS TO ::< 6 _ ......... ....._._..._._ _...,. .. _ _ _.. __... _......,.,.. _._.. ...,..,........,.,.._,.....,....,. _......_,,.,,,.,.,_....,.,_...,..,, Q _„ ��..:.:::::::::::.:..:...... __,,,. ...._._..,........ . 00 __..._._._m.,...,. .., ._., ._... .................. _ ....., :: _ ............................,. „ ,,...,,.,.,....._.__,,,,......_ ,,,_,,. NEW AZEK TRIIri 8 WINDOW/DOOR CASING:COR EQ.) ___„___ �, _,�:.:-_:::::::._--:::m•��.,_ �:--_--��.���::-m�, .,., E Z 1 ,_...,.._.,............ ,.�.,__.._._,__....._...__..._......... E .... .. PROVIDE AT ALL NEW WINDOWS/DOORS (TYP.) �, _ _,,,,,,,,,_',,,,,,_. . .,, w.........................x.......,...._... 3 , ( 7 1 is1i E t _ 0 ............... 8 t � I 3 ........... ....• ( i I i ! Z >[ ,.._ yNEW WOOD FRAME STAIZ E � I ! 1 I I I j t I� � E _ J' it N ......... Lo Er vq _,...... * i i ! ...E. 1• I ....<.....,_,.,,.._............. t 1 _ �. ...._. t I £ 1 i -......... i _ `...!�.... Lo ( 1j ( £ + I ........ .........�..w,ww..ww.�_... ....,..a...•___ ...,a ..... _....,>....__o-..,.._._,.a ......_._......, I I 1 r,_ ' F i I E I 2 1 ! � 1 � I I t i ....€_ .. e � i 73 € I W i ` E 'e:;.avwW-.^s^,^«t+w. ...._ •_.c.......}.._ ......_, l-..,c.......}-•••�....,.... 'I� �� �I I ', I '� I I I '� I� I I'i I ..... ��w! - I ([ I I I I I I I l I I 1 II � II I it l E .... ... , � I E 7 i U i f 1i f Lu 2 J t Z I r E „ 1 i t } 3 + y .........{,...._.....r..v......... l...,_i..I._...... 77..._.__..I € tE�E Ire rl N/y 1.1.. ii s t } ` (ji + t I i t i < IIIA I ri ! �i,�'I �'�I'I I� � �r•.; '= [ i i s. \i v . _ t€ Ei E v,._ i A j 3 _ 1 x E „. E t r v- € t t ! E I 1 i € i ....�. .. 3_-.._.,. -A. ....E x-F. ' ---- i. f -I- L__! } •"r � S v}' : '... .i i.,. .,_E.e ....E ...f.. i � .,i i +.I_t �m I i I j # t,,,E } I t + E 377 j{ t L7 F NEST ELEVATION (FRONT) � ' I SCALE: 1/4" = 1'-0” i IIi I I I I I I I I ' I I I I � I w i � I O – Lu I 2 I uw I I i I Q I , i ' i S ii i E v ._.............................. t - L'i it i.,.. CULP ,,.� ................. 1 ADDITION + I E i x ! + F x i 1 i E . i jt EE t 1 E .. ._._.:......._......._a.. e , E "111111 I ( l i _ ! 50 OAK DRIVE } E ! $ ! + _ t I I _ •E ( CUTCHOGUE, NY 11935 I II I T DRAWING TITLE: I fl 1 PROPOSED EXTERIOR ELEVATIONS PAGE: IiA-1rMojLMvw „ . DATE: 07/14/21 9 OF 16 SOUTH ELEVATION (R I O HT 5 I ISE) SCALE: 1/411 = 1'-011 ! • ! y a '6, ELEVATIONS NOTES Q U OI HATCHED AREAS INDICATE NEW WORK (TYP.) W Z N O NEW ROOFING: W r-I 1. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'GAP' (OR EQUAL) (MIN 50 YR. WARRANTY) Lu PROVIDE CONGEALED FLASHING AT ALL ROOF0 O INTERFACES. —� J J = Ln NEW SIDING 0 I 2 — SEE NOTE ® SECTION .. ::, ::.:-:•rte���:_::,'�-;;,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,, „ ,,,,...,,,,, .... _.,__.,_.__.v._..v,.....__._,._._.._.__, .___..___,.,,,...._ ,.. ___^,.._,.__.,_.,_, NEW WINDOWS) 5 Lo w in AS PER PLAN;EXIST. WINDOW SHALL BE REMOVED. ,., ..,,., ,,... EXIST. WINDOWS TO BE REMOVED - Q W RELOCATE EXIST. i ! .1. . 1 _�_,. _ _ ,_.,.1_.I_ ;,,t_l_!_,_.i,` __ ? ! j •_._. -- I' _.�. € ' S. __I..._)__i . _ ..__E a_l__. _. . .., J DINNING ROOM WINDOWS .��,.�x.� �.,�_.,__.._.._ ,�'_-._.1-. _,_�_..a,__,_�, NEW 'AZEK' (OR EQ.) TRIM 8 WINDOW/DOOR CASING: # E ! 1 i 7 WS OORs TYP. .. .__.t L --_- - CL O BUILDING SEGTIOI�I NOTES Q U CONNECTION 'A' A5 D ~ PER PAGE 6-003 - u W Z O O NEW ROOFING NOTE (TYP.): - (4) 3/8" H.D.G. LAG W = N I. INSTALL NEW ASPHALT ROOFING SHINGLES RIDGE HEIGHT NEW RIDGE BOLTS (PREDRILLED) J T-12.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ELEV. +33.1' � � 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS �, OVER 1 4 W >. 5.4.1/12"WX STALL IPLYWOODIN HEATHINC- BLOCK ALL 5EAM5) 2 5 RPL 6 FELT (U.O.N) OVER5 R �g 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REQ D) fz. pFR P�qN GONNEGTION 'BI' A5r -- --- ----- -- - O Z 6.PROVIDE RIDGE VENT(AS REOV) " S PER PAGE 6-003 -1. FLASH ALL VALLEYS NEW R.R. TO G.J. 8.INSTALL DRIP EDGE AS REO'C> Lo Q. INSTALL ALL A5 PER MANU. SPEG.'s 1 E \_- - --- - -- -- -- - - - ~ C) O O � 3/8 THK. PL. II 3/8" THK. H.D. O O O TYPICAL ROOF 8 CEILING CONSTRUCTION: _ �_ 1114 4 GALv. PL. }- dam' m E NEW 2X8 DBL • NEW ROOFING AS NOTED I [i HEADER ABOVE I �, Z • 1/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 ® ALL ,RJ SECOND FLOOR ! _R..I ALL WINDOWS d PLYWD SEAMS) C I [ ? , I DOORS GAP PLATE 'A _ 6 I. • R.R., G.J., 4G.T. AS NOTED ON PLANS (® SPANS CEDAR RAILING ? i NEW MASTER I i NEW OFFICE 2P6 XILL OVER 5' INSTALL "X" BRIDGING ® CENTER OF ` I ?i ' ® WINDOWS Z BEDROOM SPAN, U.O.N.) c:a i_:._c Q J � FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE W • MIN. OF R-4a SPRAY FORM INSULATION I 'I, I I _ I s LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER ,J I - PROVIDE SLEEPER AT 4":1200 j ! 1 ''• I I '' gf PITCH;PROVIDE EPDM FLAT _ TYPICAL EXTERIOR WALL GONSTRUGTION (TYP): I e s I Z (� O SLEEPERS. il._ ____ _. L... 3 UPON I/UPON 2 GDX P�YWD USE 5 EATH N6 (LOCKING ® ALL SECOND FLOOR ______.____I _.__.__._...._. _ ". ,_._•(OR EaUAL) •--� ROOF MEMBRANE ABOVE __....0 PLYWD SEAMS) ELEV. +20.3' -------- _ -- _--- . . PER PLAN F.J. AS PER PLAN 1 ZQ Z 4 • 2"xb STUDS ® I6 O.G. w/DBI_. TOP PLATE FJAS _ t I • 2 FOAM INSULATION W/ R-13 BATT INSULATION (R-27) (4) 3/8" H.D.G. LAG I w J N NEW LAUNDRY STUD TO FLOOR TO STUD LL ROOM CONNECTION 'CI' A5 Lo Ix T-i BOLTS (PREDRILLED) 5 8 GYPSUM BD. 5 I 1 1_.. , : __e._. ......._..... PER PAGE 5-003 - - -- - - --- -- I` LSA I IE O4 NEW SIDING NOTE (TYPJ: FIRST FLOOR _ - O Q I I. MATCH EXISTING CEDAR HAt:E 2. TYVEK' HOUSE WRAP (OR EQUAL) EW SCREEN NEW 3. INSTALL ALL AS PER MANU. 51 EC.'s PORCH ENTRY/HALLWAY r 4.PROVIDE ALL NECESSARY TRIM FOR -, I PROPER INSTALLATION 01 :� � � I --~~--- -~--'`'-~----- - I'<, Ej II a i:e ij`. 5. SIDING SHALL EXTEND TO TOP OF W FOUNDATION WALLFIRST FLOOR I E E I: •:E �I E 1 NEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES -�- - - -_ -_- - _ -' 3/8 THK PL .__... ............E _____.......______,.,,_................___.._.._....._ ._ -.,... EE � ui O 1 PITCH II 411 3/8" THK. H.D. _ V -�—GIRa,DE I / I -_� I GALV. PL. = J LINE OF GARAGE SLAB BEYOND GRADE �2 TYPICAL FLOOR GONSTRUGZ'ION: G. GR D = — — — — — — • NEW FLOOR JOIST A5 NOTED ON PLAN ELEV. tq•5' STUD TO FLOOR I _ J Oi Q NEW (5) GAP PLATE 'B • 3/4" GDX PLYWD T46 SHEATfIIN6 (BLOCKING ® TO SILL PLATE ( 0 z I GRAWLSPAGE CONNECTION 'DI' A5 - ALL PLYWD SEAMS) � - - _ FOR CONNECTION OF 5TL. COL. TO (3) I-3/4" WIDE • F.J. A5 NOTED ON PLANS (® SPANS OVER 8' I m� I - 5 PER PAGE 6-003 m I O z_ INSTALL X BRIDGING ® GEN'rER OF SPAN, HAUNCH FTG. in LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL ,� • MIN. OF R-30 BATT INSULATION;FOAM MIN. 3" AT RIM JOIST L SECTION A-A/A-SOI A-401 2 A-301 SCALE: 1/4" = 1'-0" 811 �II -1/2 YII 4 I Il � I 5-1/2" O.D. SGH. 40 HOT DIP GAL\/. 5TL. COL. (ASTM A125) A5 PER PLAN WELDED TO PL. 8"x8"x3/8" THK. STL. BASE PL. � I (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO FOOTING MIN. 4 w/ OVERSIZED WASHER AND END NUT SETUP I � I HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON BASE PLATE A SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; 1 PLANS AND NOT PROJECTING MORE THAN 4Y," INTO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT to PITCHED METAL I— JOIST HANGER BY w 'SIMPSON' OR EQUAL 57COLUMN OAF 4 BASE 'LATE DETAILS SECOND FLOOR - -- - SCALE: 5/4" = I'-O" ---- ' Lu V;2" MIN, SPACE BETWEEN WALL AND HANDRAILLli i s/4" PINE RISER 5XV PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL ---- -- ------ -------- -- PROJECT: r SCALE: NTS I CULP = X O CRO55 SECTION q" Q _ O FLOOR SYSTEM AS ADDITION MIN. dJ z_per HANDRAIL NOTED ON PLAN I" ROUNDED NOSING F Q CLEARANCE CIRCULAR NON-CIRCULAR EXIST. F.J. BENEATH POST ABOVE (AS w/Y4" RADIUS PER PLANS);PROVIDE BLOCKING TO NEW 5TL. GAP PL. 'A' OR 'B' FLOOR WOOD BEAM (NOT INCLUDED IN X NEW 57L. GAP PL. 'B' CREATE SUFFICIENT BEARING WIDTH (PER BEAM SIZE) WELDED TO AS NOTED ON PLAN TREAD DIMENSION) 4„-6y4" AS REQ'D; IF EXIST. F.J. DOES NOT l 1- ! WELDED TO COL.;SEE COL.;SEE GAP PL. DETAILS II/ n u GAP PL. DETAILS ALIGN w/ POST ABOVE;EXTEND V2 �4�'_2�' PERI- 2Y4 COLUMN DIRECTLY BENEATH POST. NEW 3-1/2" O.D. SGH 40 50 OAK DRIVE MIN. METER MAX. NE-W BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. WELDED TO COL.;SEE (ASTM A123) AS PER CUTCHOGUE, NY 11935 zO NEW 3-I/2" O.D. SGH 40 BASE PL. DETAILS FOR FOUND. PLAN BY SIMS NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. BOLTING j l STEEL (OR EQUAL) i v WELDED TO COL.;SEE (ASTM AI23) A5 PER lu BASE PL. DETAILS FOR FOUND. PLAN BY SIMS NEW 4" P. DRAWING TITLE: W BOLTING STEEL (OR EQUAL) IIj GONG. SLAB AT CONI G. SEAMS (TYP) , U�1 EXIST. P. GONG. SLAB I�� BUILDING SECTION PROVIDE GOLD JOINT (PATCH AS REOV) ' DETAILS 0 AT GONG. SEAMS (TYP.) (3) 2"x12" STRINGERS ® w/ R-21 `L ..' INSULATION, IF UNDERSIDE 15 FACING STORAOE/NON—HABITAL SPACE �' ��•4 `i'��., , . '1 i " //z.� 4" GRAVEL a �^ ... �- -i- � '/COMPACTED FILL AGE. EXIST. GRAVEL I 7. /> Ys" GYP. BD. BASE I� ' % EW (3) #5 HOR. NEW 36"x36"x18" I i --___._.-._ ( i " I __._____._.__. ; '� NEW (5) #5 HOR. REBAR STOR�:oE UNDER 3" -- I -__�_ DEEP P. GONG. PAD " " / I E / REBAR UPON (3) #5 ; - -- e UPON (5) #5 HOR. (WHEN APDL I CALBE) E HOR. REBAR (6 TOTAL) FTG. (MIN. 4,000 PSU I NEW 24"x24"x12" I_ I.` REBAR (10 TOTAL) 01000 DEEP P. GONG. PAD I FTG. (MIN. 4,000 PSI) -----•-•- EXIST. FILL BOTTOM OF FOOTING SHALL BEAR UPON SOIL V-O" MIN. BELOW GRADE;EXTEND FOOTING BENEATH SLAB TO THIS DEPTH AS REOV DATE: 08/10/21 11 OF 16 TREATED L FOR CONTACT w/xGONGL(IF APPLICABLE) STEEL COL. I$ FTO. DETAIL STEEL COL. I$ I=TC. DETA I L I A-301.00 „ _ E EE A-301. O EE _ FIRST FLOOR SCALE: 3/4 - 1'- SCALE: 3/4 — 1'-0" ` ,k • .Y X t G m NTER I OR NOOD STAIR DETA I L SCALE: 5/4" = 1'-0" (L O LAP Q U (TYP) 0 �— 0) Z_ O uj CN J r-I I I I Q w �: -----------t-- -- -T O E_ L O � cr #5 REBAR (TYP.) QQ I HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS Z 'Ct' m #5 BENT J}}0.-. I I I PROVIDE STEPPED FOUNDATION WALL5 6'-0" OR GREATER IN HEIGHT WITH REBAR (TYP.) ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOW5: = 0 N I I I NEW #4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM, MIDDLE, d TOP OF WALL (5 TOTAL) c ® TOP B BOTTOM OF >51: #4 REBAR ® BOTTOM, MIDDLE THIRDS, 3 TOP OF WALL (4 TOTAL) Z w NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) Q J WALL (MIN. 4,000 PSI) - - - -- - - - - - - -- - - - - -- - -- -- - J 00 I > d' O NEW #4 VERT. REBAR ® 48" O.G. Z U PROVIDE 5" (MIN.) GONG. GO`✓ER I I EXIST. FOUND. WALL WHERE WALL HEIGHT LESS THAN 6'; J C) OF ALL REBAR WITHIN P. GONG. FOUND. WALL5 8 P. GONG. FT0'5. PROVIDE STRAPPING 8 NAILING Z }- d. AS PER CONNECTION 'D' IN m a . WHEN WALL HEI&H GREATER THAN 6' "TYPICAL NAILING/STRAPPING NEW #5 HOR. REBAR a `•` ° -0',,• a w Q Z SPACED VERTICALLY a .� :.: a' PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, n a .�_ __�a a ___ BETWEEN CAVITIES SHEAR, 8 LATERAL RESISTANCE" 1=====_____- ------ -�_ 12' O.G.;DRILL 4 b:: . it __ =-_=,-=------ -=--=- -=----- --- LL w U PER ENERGY TABLE ON PAGE G-003 ® EA. STUD. CORNER CONNECTION EPDXY PIN 4" INTO .: .`., a' GRADELo W TA (WHEN APPLICABLE) EXIST. FOUND. WALL �, II . a II a ' a, � a. a II c USING QUIKRETE . . �� a. ... II Ln NEW (2) 2"xb" P.T. SILL PLATES HIGH-STRENGTH =- --u$-= II. a�. a " s II a ,.a ` �_ a II O J O FLOOR SYSTEM A5 UPON SILL SEAL UPON COPPER ANCHORING EPDXY A II a a " II » I NOTED ON PLAN ° " II R < a a a ..JI .$ a "a6 TERMITE SHIELD (OR EQUAL) II °. m . a -------- - #5 REBAR (7YPJ 2'-0" LAP IIA. , •. a, "' 'I ° a h� a II s Z w (TYP) •' I I . a NEW 5/5"0 HOOKED ANCHOR __ =_== I I . < ° a a :e g" J I:. R.< BOLTS ® 39" O.G. w/5" SQUARE ;^ II a ` : WASHER d ENDNUT , ,411 Q a II . � . a II I jj a ° ` it Oi ------� — It a 11 IIS - U SII w #4 HOOKED VERT. r- " . I ——————-�——-I — -} __ = _ REBAR ® 48" O.G. — — — II a ------- "�� t � Haji� � . . a �i a . . it J II I I =�I == --- o GRADE I a. I I ,s � „� .�, a III � a_� .__<. , �_ ------� -a -----_� - #4 HOR. CONT. REBAR ® TOP d II _._.._._ . I II R a• n I� . . " BOTTOM OF WALL (2 TOTAL) P. GONG. FOUND, WALL .I I I Q I.. I I NEW #5 HOR. REBAR =_ ---- - - -- - --_ II �< „° -__ If==� c=�l - -= T== V.I.F. NUMBER OF STEPS REQUIRED (MIN. 4,000 PSI) II 1 _ (5 TOTAL) - DRILL 8 I I I I I' P. GONG. CONT. FT6. EPDXY PIN 6" INTO _ (MIN. 4,000 PSI) I - I Q I, I' EXIST. FTG. USING II - 11° =.__Ij _'_ ____a_i}�j__= PROVIDE 5" (MIN.) GONG. COVER a _. (� # QUIKRETE 71 ______ - - _ II -'-- --� OF ALL REBAR WITHIN P. GONG. I - I 5 BENT (5) #5 HOR. CONT. REBAR II Oi REBAR (TYP) HIGH-STRENGTH =- " = II FOUND. WALLS $ P. GONG. FT6'5. ANCHORIN& EPDXY - _�__ �, IIII JI a __ i t ' a . . 4" P. GONG. SLAB II°. . _____..___. I _..__._._ N I I I (OR EQUAL) �. _ IIII �_." . c�Z-UIT 77 NEW #4 BENT VERT. REBAR ® I6" O.G. 1t HOOKED BENEATH HORIZ. REBAR I � , _• I e I I I a . ` •\\ �_ . '< . N\�•; \ NEW Ib" WIDE x 8 DEEP. P. GO G. ;.. ... :._..-_ ::r::::::::::...::...a. ..__,: STEPPED FTG. (MIN. 4,000 PSI)N 6 MIL POLY ( � ''• ,,rte ___d�_ _ i I I . � ``.` .L a .: _.. ___-MO15TURE RETARDER m I ( E 1 I I I 3 MIN NEW #5 HOR. REBAR (5 TOTAL) q .___.__............_i__. 1 4" GRAVEL. BASE; m.._.__.' . I _..__...._.....__ ; 11 _.._......_._..v.. ( MIN. PRO,/. CLEAN, I 1 4 I EXIST. FTG. I _..__...._.. __.._.. I I COMPACT FILL —..._......._._.`_.. �1.�-'-_�.....�~ ...r...._......(._.__._! _._.._._� � 'T' CONNECT I ON FOUND/\TION NALL DETAIL � REBAR OYERLAF DETAIL STEPPED FOUNDATION DETA I L A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" A-401.00 i i I I 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 5/4" x REO'D HEIGHT P.T. R15ER N I H 5/4"xb" P.T. - - - -- -- -- - w DECK BOARDS �Zlx BLOCKING ® EA. U 5TRIN6ER TO MATCH 51ZE OF P.T. DECK JOISTS - - - ----- uj FASTEN STRINGER TO -�----BLOCKING (MIN. 6 i„ FASTENERS) w NOSING F– (TYP) 2"x12" P.T. 5TRINGER5 ® IV' 4" THK. x IR WIDE x WIDTH O.G. (MIN. 5 STRINGERS OF STAIR P. GONG. PAD !i EA. STAIRWAY) PROJECT: P.T. D.J. w/ 6ALV P.T. D.J. w/ &ALV " JOIST HANGER BY J015T HANGER BY COLUMNS AS PER PLAN 'SIMPSON' (OR E0.) 'SIMPSON' (OR EQ) 2"xb" P.T. BLOCK IN BETWEEN - NOTE: CU LP ® EA. JOIST AS (2) 1/2"(P HOT DIPPED 6ALV. ® EA. JOI5T A5 (2) 1/2"0 HOT DIPPED 6ALV. EA. STRINGER. FASTENED TO X ALL DEGKIN6 SHALL BE FASTENED PER PLAN BOLTS ® EA. P05T w/ OVERSIZED PER PLAN BOLTS ® EA. P057 w/OVERSIZED P. GONG. PAD w/ la/64" x WASHERS $ END NUT PREBORED WASHERS +€ END NUT PREBORED 5-1/2" CONCRETE SCREWS BY r "D COATED DEGKIN6 SCREWS BY ADDITION INTO BEAM, POST, DECK TIE 4 INTO BEAM, POST, DECK TIE 3 "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) 5/4"xb" P.T. DECK 5/4 xb P.T. DECK X RIM BOARD A55EMBELY - Z RIM BOARD A55EMBELY (5) SCREWS PER BLOCK O" MIN. BOARDS cV BOARDS cV GRADE __ GRADE - - -F.T. BEAM AS NOTED P.T. BEAM AS NOTED SIMPSON" iv z 50LID BLOCK ® 12" O.G. iv z SOLID BLOCK ® 12" O.G. _ POST BASE PER 50 OAK DRIVE POST SIZE I�- - CUTCHOGUE, NY 11935 (I) I/2"0 H.D. 6ALV. THRU (i) I/2"� H.D. &ALV. THRU 811 BOLT w/OVERSIZED WASHER BOLT w/OVERSIZED WASHER FINISHED STONE (2) SIMPSON DJTI4Z (2) SIMP50N DJTI4Z I® EXTERIOR V400D 57A I R DF-TA I L DRAWING TITLE: 8 END NUT PREBORED INTO d END NUT PREBORED INTO POST 6 DECK JOIST TIE cV P05T $ DECK J015T TIE DECK JOIST TIE ®� DECK JOIST TIE EA. POST �_ EA. POST A-401.00 4 GONG. SLAB �` II GRADE II GRADE SCALE: 3/4" = I'-O" -DRAWING- - ----- ------ ---- I 4"x4" P.T. POST "SIMPSON" ABA44 I I 4"x4" P.T. P057 DESIGN DETAILS ® COLUMN BASE u "SIMPSON" ABA44_ Z II �I EXIST. EXTERIOR ® COLUMN BASE 12"0 'SONOTUBE' FILLED II II 5HEATHIN5- 50LID w/P. GONG. II I (MIN. 4,000 PSI) Z EXIST. SIDING MATERIAL 12"4) '50NOTUBE' FILLED &SDE BACKFILL b' ---COMPACTED 50LID w/P. GONG.-� NEW(2) #5 = d BUILDING PAPER d HOUSE WRAP EVERY 6" (MIN. 4,000 PSI) BENT REBAR II II TO FULLY OVERLAP FLASHING PAGE: ; II jt EXIST. STUD WALL NEW(2) #5 II 11 GAP FOR HOR. (2) #5 I ;' DRAINAGE 5/4"xb" COMPOSITE i EXTEND FOUN. DEGKIN6 (U.o.N. ON PLAN/ Z AT GOLNPER& e 11 11 A-40 "Z" FLASHING SEGTION/DETAIL5) FOUND. PLAN NEW IS"xl8"xl2" DEEP P. GONG. PAD O t i FTG. (MIN. 4,000 PSI) „ FLASHING DATE: 08/10/21 12 OF 16 DRIP EDGE P.T. DECK JO 15T COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) FLASHING 5/8" 0 x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® 16" O.G. INTO MUD SILL 3 METAL 6ALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN XTP R I O hlOO D D E G AG DF-7A I L w/ (2) 5/8"� x 5" LONG APPROVED BY 'JOIST N' (OR EQUAL) ® - �XT�R I OR MOOD D�G� DETAIL MASONRY ANCHORS ® I6" O.G. EA. JOIST A-401.00 SCALE: 5/4" = 1'-0" "Z" FLA5HIN& I FORG�H DETAIL A-401.00 SCALE: 5/4" = 1'-011 EXIST. FOUNDATION WALL A-401.00 SCALE: 5/4" = P-0" LEDOER CONNECTION DETAIL A-40 LOO" , SCALE: 1" = 1'-0" U NEW PARTIAL HEIGHT _ Z O EXISTING TO BE DEMOLISHED LW W = N OOD FRAME (L.G. 5TL. ' WHEN APPLICABLE) EXISTING TO REMAINLu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5%. WHEN APPLICABLE) Z 0 NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS " -� J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i Lo POST FOR 6" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED 0 O O WOOD FRAME (L.G. 5TL. 0- L m WHEN APPLICABLE) Z ` O = p STRUCTURAL PLAN NOTES Z LLjm OSINGLE SPAN STRUCTURAL MEIIIBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUSQoo ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED POSTS. J Z � Cfl TYP. 5TL. COL.: O2 5-1/2" O.D. 50H 40 HOT DIP GALV. 5TL. COL. (ASTM A125) J BY 5IM5 STEEL (OR EQUAL) Z >: 4 3 Z " O56"x36"x18" DEEP P. GONG. PAD FOOTING Q c AS PER DETAIL -/A--_-. V' W (D TYPICAL LEDGER BOARD: I` _ Lo 40 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS -- --- -- --- -------- ---------- 2. SECURED w/ (2) 5/5" (P x 5" LONG H.D. GAL. LAG - -- - - -- BOLTS ® 16" O.G. 5. INSTALL H.D. GALV. J015T HANGERS BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d W BENT OVER TOP EDGE OF LEDGER BD (FOR EXTERIOR INSTALLATIONS ONLY). 5. SEE NOTED DETAIL NEW FRAME U PORTION OF EXIST. FRAME DECK Lu DECK ADDITION U SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS A55UME5 A 501L = J U BEARING CAPACITY OF 1.0 TONS/5.17. I HEADER POST FRAMING NOTE_ POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC ON PAGE 0-005 UNLESS \ NOTED OTHERWISE. _____.e....__e._..__._..........._ EXIST. HDR TO REMAIN NEW (2) 1.•75"x11.8'75" G.P. 2.0E LVL HDR --- ..�. x ) 7-ca NEW (3) 2DHDR _ Q 2xHDR' „ -- X ii a� EXIST. EXIST. •,II slz Iw m QIO p u- iv q i Na BATHROOM BATHROOM O _ T w -_� EXIST. DINING cA V i EXIST. IVI G I �� a> d �� z� ---- � L N � N�_ Qat v � �a w�� .i < p O � I �s -- �w - - - - -- - z s > �1 N N Q p x - T ROOM u z ROOM IIIA w�N J -► O � -�� cry_ ��!- Nw0 ---- - - - Q ;a = w K 3 Z,x pz Lu a olo w ® ® z z ® °-w >x o > ® ® � ti z O w ® � REF. I � EXIST. MASTER ! j i w ? z O e---z I Q z r a EXIST. - BEDROOM Ul IK NEW ( ) 2"x4" -1 Q 0 a 0. PO..T TO GL. LL--jz _ Q in O O O s NEW(3) PANTRY FLUSH FEAMS NEW (3) 2x4 �- - _ NEN- POST TO z OJT N O inl►s �IOF O n O TO HDR. 1 75'x925" N1= (2) a FLUSH BM. - - - - �Q O s �-a- x O s 2"x4" POST zl� NEW (�) 1.75"x9.5" G.P. 2.0E LVL _ O0. w z H R G.P. 2.0E HDR 177H-071f TSI ALL EXIST. 11 m cv z N w O 3 O z LVL HDR EXTENDING TO R.R. ABOVE - WALK-IN Z .N w v w _ EXIST. GL. - _- - a z s — N� - N tr1 a N w �O O i ! GL. XVI Iw zl�`� I -1 QI x ®v w 10'-O" 10'-0" a cV -j(3 NEW Q NEW (5) L-75"x9.5" G.P. NEW (5) I.75"x9.5" G.P. Y J K aye ENTRY m EXIST. 1 2 N I w - I 2.0E LVL FLUSH BM. 2.0E LVL FLUSH BM. � I �� z s � z�� III GL. _.- - N 4 [A s z pl I� I� ps EXIST. EXIST. ~N \J 3 O NEW (2) 2"xlO" FLUSH w - p REF. GL. i HALLWAY NEW (5) Q NEW 2 O ( — O a - a a - "xb w Ul � p BM. w/ 5IMF50N O x� I O X�. �, I I N 2 2"xb" POST > - - - z s - II I z - I � F- : POST TO w s -- a w LU528-2 HANGERS x n ~ N -- - O I 3 TO SM. _ �p ® Z (Y In N 3 tb Q 3 (11 - w _ _ N x w N R d BM. � Hv I I o N �Q w m s m w ' s a� • s za ' s �� � uw V V I tY LL x m z � N w��i • � O n I� - s I r m ® p1 N NEW 2 GAR O N = QI w - F: w o t w ® i uw GARAGE ® N•o � z Z z KODCHI D - w >4 EXIST. U-- - - 1 ITN JQ 111 405.F. ® _ w T- u- G - --- -- — - m u- ® � ® u O EXIST. L w OJT z p O x I w I�m u 1 n sl T1 a 4 z m I - HALLWAY Lu i1O K � w cr --- - x d O s 1� �7�`. - z cv�o o _ - o- _ z CIA h� _ z L I m N O X �; O ry N W 2 2"xg EXIST. DROPPED BM. TO REMAIN - o X N n N EXIST. wl -� w a �I�O f/ w a w Q E O " EXIST. GL. EXIST. z x z w z z-� DROPPED BM. NEW (2) EXIST. BEDROOM BEDROOM w al (SUPPORTING LANDING) NEW(2) 2"x8" HDR BREAKFAST z v NOOK 2"x4" POST PROJECT: � I NEW(2) `} TO SEAMS EXIST. ' 2"x12 STOOP iJ 1 HDR - ; NEW Tx O ST r-<F- P05T EXIST. ADDITION POST TO I STACKED BCNEATH' GL. DROPPED SM. P05T AE30VE zy zv NEW (5) 2"xb" - - -- - --- ------------------------------- POST TO _.:-� --- - - ------- - � HDR 3 BM. -- -- 0.® OL yo ov 50 OAK DRIVE o ; NE PORCH EN °; CUTC 0 U E NY 11935 n �Q wo ) LUd) DRAWING TITLE: z�ci PROPOSED STRUCTURAL PLAN NEW (2) 2"x10" HDR NEW (2) 2"x10" HDR NEW (2) 2"x10" HDR (FLUSH w/ D.J.) (FLUSH w/ D.J.) (FLUSH w/D.J) PAGE: WE F lh IN rd jv u FROFCSEr�) FIRST FLOOR STRUCJURAL FLAN NEI SCALE: 1/4" = 1'-0" DATE: 07/14/21, 13 OF 16 0E ` ERAL 5 I �50L < I : a U Q � I � O - - DEMOLISHED NEW PARTIAL HEIGHTLu Z O EXISTING TO BE ,.,. WOOD FRAME (LO. STL. W O � I J WHEN APPLICABLE) L J rl EXISTING TO REMAIN NEW FOUNDATION WALL I W NEW WOOD FRAME (1_.O. 4 Z 5TL. WHEN APPLICABLE) O to Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL POST J � WOOD FRAME (L.O. 5TL. PO FOR 4" WALLS Cc m C) WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR 6 Ln WALLS), U.O.N. O � X NEW 2-HR FIRE RATED m WOOD FRAME (L.O. 5TL. Z WHEN APPLICABLE) 3: Z LLJ� 5TRUGTURAL FLA III.! NOTES 00 Q J SINGLE SPAN STRUCTURAL MEMBER: O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J Z O O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. TYP. 5TL. COL.: t�2 5-1/2" O.D. 5GH 40 HOT DIP OALV. 5TL. COL. (ASTM A125) r3 Q Z � BY 51M5 STEEL (OR EQUAL) W W CD O 56"x36"x18" DEEP P. GONG. PAD FOOTING Lo ar Tq AS PER DETAIL —/A-___. o TYPICAL LEDGER BOARD: O4 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS J 2. SECURED W(2) 5/8" (P x 5" 1-ONO H.D. GAL. LAO BOLT5 ® Ib" O.G. 5. INSTALL H.D. OALV. JOIST HANGER5 BY 'SIMPSON' W (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDOER BD (FOR EXTERIOR IN5TALLATION5 ONLY). 5. SEE NOTED DETAIL V W _ J L) t" F J 501L BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTIN(55 A55UME5 A SOIL a BEARING CAPACITY OF 1.0 TON5/5.F. n HEADER P05T FRAMING NOTE: P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC ON PAGE 0-005 UNLESS NOTED OTHERWISE. _ NEW (2) 2"x8' HDR NEW (2) 2"x8" HDR I I I .• yl. a NEW OFFICE X ;f . ..... W MASTER 77,777 ......�.. . ....... Lu BATHROOM NEW (2) 4: I x8 HD /1^l P05T ." I ..... ....... ...... , i,l O NEW (2) 2"x10" HDR _ P05TS TO in fj 0. d HEADERS NEW MASTER = I� NEW WALK-IN n O SITTING AREA Try GL. Vi � !' I w Q NEW (3) 2"x4" POST NEW (4) N 9 I z TO HDR (ALIGN w/ 2"x4P05T I l DROPPED BM. IN TO RIDGE z NEW 2"xb" G.J. RAGE BELO z O Z ® Ib' O.G. GA W) _ I I w ty �JI NEW MASTER o j BEDROOM - - --- - r. ....... tu I U j i ................. ............. ,... NEW 2"xb" G.J. e: N. ® 161, O.G. r VO .................... NEW WALK-IN i I GL. PROJECT: :\ 3 . . _ E VL HDR t I G.P. 2.0 L .., w NEW 2 I."f5"x I ,. . CULP (2) 2"xb" (Z .2"x P05T TO P05T TC ADDITION VALLEY VALLEY ' I ........_... __....._. 50 OAK DRIVE NEW FRAME CUTCHOGUE, NY 11935 DECK DRAWING TITLE: PROPOSED STRUCTURAL PLAN PAGE: I@ 3AU,z V%j DATE: 07/14/21 14 OF 16 i ROFOSED 5EG0�117 FLOOR 57RUGTURAL PLAN 5GALE: 1/4" = P-0" S •`i.�`+ �`z r, -^.�..'y gyp. 0ENERAL S�'�80L EY : r . NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED ----{ W = N f=- - =1 WOOD FRAME (L.G. STL. L EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL QW >- STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS -j J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL ; H Lo ;S P05T FOR b" WALL5), U.O.N. a) O NEW 2-HR FIRE RATED 0 0 0 WOOD FRAME (L.G. STL. CL Lo m WHEN APPLICABLE) 0 STRUCTURAL PLAN NOTES Z SINGLE SPAN STRUCTURAL MEMBER: a J O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS00 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED POSTS. r Zb� Cfl TYP. 5TL. COL.: rq O 3-1/2" O.D. 5CH 40 HOT DIP GALV. STL. COL. (ASTM A123) J 0 BY SIMS STEEL (OR EQUAL) t' � a Z e1 O36"x36"x18" DEEP P. GONG. PAD FOOTING AS PER DETAIL _/A-___. u- w CD Lo T-1 TYPICAL LEDGER BOARD: O � Lfl O4 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS q J 0 2. SECURED w/(2) 5/8" Q' x 5" LONG H.D. GAL. LAG BOLTS ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP'5ON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO W BENT OVER TOP EDGE OF LEDGER BD (FOR EXTERIOR INSTALLATIONS ONLY). 5. SEE NOTED DETAIL F- U w H U 501L BEARING CAPACITY NOTE: = J STRUCTURAL DESIGN OF FOOTIN65 A55UME5 A 501L U J BEARING CAPACITY OF 1.0 TON5/5.F. Q' a HEADER POST FRAMING NOTE_ POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW "�. ,:,,;tom'" •„ STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLE55 NOTED OTHERWISE. �Q i---�— -- - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 4"x3" ALUM. GUTTER (TYP.) D O GUTTER I 4 p O DOWNSPOUT - HIGH POINT 6" ROOF - -- OVERHANG X O x w II 111110. d) 43 N d) (z) N dJQ Q N x_ X_ X (A X ® K ® II Z Z Z � � II - EXIST. RIDGE � _/ WALLS d FRAMING EXIST. RIDGE ABOVE HDRS TO (2) 2 RIDGE (ABOVExb POST TO I EXTEND TO (4) :2"x4" (2) 2"x6" P05T TO BOTTOM OF R.R. POST TO RIDGE (ABOVE HDR BELOW) RIDGE HDR E3EL04 III NEW (3) L75"x4.5" G.P. 2.OE LVL RIDGE (3) 2"x4" POST TO RIDGE I � (ABOVE HDR I I BELOW) z V 1 O tr vz0 OG o O * (X \��' L�� I II 0 tu I v w ® 'Y�(y X o �`�o L z ® w F z n +ADQ�O 3.5.12 PITCH 3.5.12 PITCH F� } zipIItf - -- -- - II' - - - - - - - - - - - W II i NEW 2"x8" R.R. NEW 2"x8" R.R. I U I ® 16" O.G. ® 16" O.G. i I I i I I I I PROJECT: 6" ROOF OVERHANG L— _ L- - - - - - - - - - J� I I I II -- I I CU LP U �_NEN 4"x3" ALUM. (2) 2"x6" POST TO ORIDGE (ABOVE NEW 4"x3" ALUM. I I I I ADDITION O x DOWNSPOUT HI OH POINT _HDR BELOW) HIGH POINT DOWNSPOUT I L — — — — — — — — — — 0 0 L — — — — — — — — — — — — — — — — — — — — — — — — — — 50 OAK DRIVE NEW FRAME CUTCHOGUE, NY 11935 DECK BELOW DRAWING TITLE: PROPOSED STRUCTURAL PLAN I PAGE: <(> 400 AM&0tw ■ FROFCSEC7 ROOF STRUCTURAL PLAN DATE: 07/14/21 15 OF 16 SGALI-: 1/4" = P-0" b .- c"'uw.un (L O a U D ~ 67 CN J = vi Q w � F- z o � Z F- J Lo O 0 O O a- Lo W_ Z >O Z a w J J 00 Z Q0 � O Z N W (b Lo Ix H r- = Lo O r w D U w F- 0 0 a 4" FRESH AIR VENT J I L THROUGH ROOF LL a U I QI Q i - MASTER BATH I I MASTER BATH NOTE. ---I----- I ALL PLUMBING WORK a0 r-----1----T---�- 2" I I Qr SHALL CONFORM TO 2'I 2"I 2"1 i OO pd LOCAL PLUMBING CODE Q i i i I 1 I u I p I 14 1 14 EGEND ZO B I B I 12 2 i PROVIDE "ABESGO FP200 FR U U I 13 j j 4 I I-------� PPLY HOT WATER v I EXPANDING FOAM (OR EQUAL) O W I I I I AT ALL PENETRATIONS IN FIRE N W.G. $ ) U i _ > I i- I- I I5HOWER I FLOORS/CEILINGS. PRODUCT m I I� I I� NI TUB ni .N SHOWER HANDLER I ! SUOPP�Y ASR I RATED WALLS AND p� _ AIR �,._.._..� TUB 1 CONFORMS TO ASTM E 814, I ry I- I I- ---------------' 2 I ASTM E 84, AND UL 14"f9 - -- ---- ------ - - - I .._. ._.._.. - _..-- -- ---- ---- --- - EROVID "APOAMo FF200 FR DN (OR EQUAL) NOTE. I I AT ALL PENETRATIONS IN FIRE LAUNDRY KITCHEN ALL PLUMBING WORKI I i RATED WALLS AND SHALL CONFORM TO I I FLOORS/CEILINGS. PRODUCT _ 2" LOCAL PLUMBING CODE LAUNDRYKITCHEN CONFORMS TO ASTM E 814, p r-III 12" I I I A5TM E 54, AND UL 14-fa 2 I I 3" GLEAN OUT 1 I I H S. I I A5 REQ D 144 j I OUT SHOWER w LL I PROVIDE F.A.I. LLiii I� �� IX x I p IcV :N I IN - I v- I\ I I .� ry I I r'_12"HW � ----� - V z U v - \I I DW .-...I ---a -I - ---:-- N W -- ---I 1NASHER I -------- �r I/2" GW Er WASkER G.O. G.O. +i------- - i-- - ---------------------- --I-----�-- G.O. CONNECT TO I SHOWER ui 4 EXIST. WATER I I I Q 4" HOUSESUPPLY SYSTEM I I 0 MAIN DRAIN G.O. r TO STREET Lu ul I I Q z 4 I ' rWATER MAIN PROJECT: Q ~ TO SEPTIC U 0. z I I I .._.._.._..� N SYSTEM N X lu CU LP 0 I ADDITION Lu EXIST. - -- -- - - BOI ER —- --- - ---- -� 50 OAK DRIVE FLUME31NO RISER - DRAIN / NASTE / VEIN FLUME31 NO RISER - SUFFLY CUTCHOGUE, NY 11935 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 101000% DATE: 07/14/21 16 OF 16 - s+s