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HomeMy WebLinkAboutCornell Family Partnership Glenn Goldsmith,President o��S11FF0(�cOG Town Hall Annex A.Nicholas Krupski,Vice President �� y< 54375 Route 25 0 Eric Sepenoski P.O. Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 7t Completed in field by: Young Associates on behalf of CORNELL FAMILY PARTNERSHIP requests a Wetland Permit to temporarily raise the existing two-story (902sq.ft. footprint) dwelling, remove existing foundation, seaward deck and front entry stairs, and construct a new poured concrete foundation higher than existing to meet required FEMA elevation; construct 46sq.ft. timber.stairs with 20sq.ft. landing onto south entrance to dwelling during construction;set the dwelling onto new foundation, backfill.the foundation and site grading to stabilize the disturbed areas; and to reconnect the a/c unit, water and electric. Located: 950 East Road, Cutchogue. SCTM# 1000-110-7-24 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound �ay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: ved Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: ^ N-e<.( W Cwlf k4 Ph-, )U61, J1,11*J 4L w ���y ��w� i Nun►-+,e f bis lAA)& — "c-v r� aw -eoy� a�- IMift. Present Were: ✓G. G dsmith _ �N. Krupp ki (/ E. Sepenoski rL. Gillooly V E. Peeples P ROJ ECT TITLE: THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE , LATEST EDITION OF THE NEW YORK STATE RESIDENTIAL CODE THE CORNELL RESIDENCE NORTH Im PROJECT ADDRESS: m FEMA - ALTERATION PROJECT o _ — o — — — GENERAL NOTES: L71 g 950 EAST ROAD - CUTCHOGUE NY 11935 70 �;e EAST ROAD I.CONMCTOTOMIFYANDCOOADDUTE NEW AROlO,@.Flax O F ma m„ .,a.. f0UNW1ION DIMENSIONS WITHTHE DUSTING uLa.auuu.F NmCa'M1 ,¢.amww D \ n. ,an DIMENSIONS OF PRg1170(OAMWOAK • ' LCONfAACE0RT0VEAITYANO COORDINAIENEW ., FIRSTROORMYA00NWITRIIENOMANXSETBY N C A R B s / SURYEYOA(FNE EIEVATIONOf BENQIMAAKDNOT 1 NECESSARIYTNEELEVAnOgOFDMtIEWflUTFl00R. ° / /• I TNT CONTRACTOR MUSTCONTRMTNG IN THE FIELD •,n.�� MORTOANYWORKPERMIAEDI GABYTCHILINGUIRIAN R.A. ARCHITECT P.C. I 1 °� EXKTIMGBOOGAI PROPANE Cn �AS I' �".. ` 4 TAN1IroBEIXUYAITD DISRUPTT IMD itY'IEtGUIPA01�Y0FMF W OM1 ANDAEMOVFD.DACXFLLIN m an I� ASREQUO,ED ADACENTSOFLSNORORSRUPfA41AQNTBUIDINGi � 18 MITCHELL ROAD-WESTHAMPTON BEACH - NY 11978 T� I �' g A.ALL MECHAMCM EQUIPMENTINCLUDING W NOT Lu LIMDEDTafLECTRNAL.Humm.000UNGANO Z Office- 516 297-6917 DUETWINKSHALLBEAMINLMUMOFBASEFf000 0 w LIFTING PROCEDURE NOTES: J .Ar �•„ '4f� EIEVAnoNMusA-0 OF FREEBOARD. N G www.NYarchitectGT.com NYarchitectGT@Gmail.com LLIMNGPAOCEDURLMUNSANDMlI„ODSZMBEENaEEUD �' "� � S.CLLI ONTRACTORT00(IENOORAWAGFIFAOFR5T0 Lu - Q ANDOESIGNED BY OTHER QUADNED DESIGN PROFESSIONAL REFMNEDBY �• 'q _ . +� .�4A !C.RA.1HhU.GfTAKEHBYC1.1 MD TOPWNGLEAENNCTOORfWEILS•WHEN �. z UFTDIGCONFACTORAPPMEDBTTNEPROPOTYUWNEiL PLANS RIFO TO Vi pr.: K '¢� THIS PORTION OF THE ENGINE MIS'HDT'9GA ICM41XG1AVUANARODTECT RENOVATE OWEUKG n + APPLICABLE) Q LALL MflV/EASIIMG BEAMS,FRAMING,ETG INCRAYASPACE, TOBEUNCOMPLLVNE °• �°� J z GARAGEETCSMITEIRAMILATERALLYIEfOAE,DURLNGAND N11N FfMAGUNOEUNES ,�;1 AND TRADE CONTRACTORS FOR T„ERELOCATION, W O (, AFTER UFFWG PROCEDURE. REPOSITIONING.OR REPAIR OF WATER SERVICE-+� . n •s•,1 xd ELECTRIUISERNCF,GAS SERVICE,SAHITARYSERVICE, Z J.QUIIDNG/AOILOCATIONSSHALL BE COCIANNATED WITH THE m ari( •�. FTC ALL RELOCATIONS AND'CTFAAANCE/DISTANCES a j 0 FOUNDATION PLAN. fI�' FROALEACH UFFM SWILL BE VERIFIED BY LICENSED W 0 F.IF QUSBAGE LOCATIONS FOR LIFTING PROCEDURE CONFLICTS, nL' TRADE CONTRACTOR AND BE EXECUTED AS SUCH AND ♦� DRAWING LIST• �THE FWNGTHEHUYg1F-CONSULTAACHfE[TIMMEOUTEIT q d+ SHALL WITTtESSI C�EREQUTAEMENIRIN / • 1NWRroUFIMK IHEH0115E �C,�' ti ADDITION ALLUTIl1OES SHALL BEINSUUTEDAS PER V � . /a �® ( COOEANDMUNNTPAILIYREQIAREMENTS. W SITE WORK: 4� _ uj L CONTRACTOR RESPONSIBLE TOASSURE THAT ALL OUSTING AND PROPOSED GRADING BE SELF c 4 1 O A-1:TITLE SHEET(APPLICANT&ADDRESS) PLOT PLAN AND CONTAINED AND DRAINED ORTOEl3MG PROPERTY WITH THE MW.„YSGUIOEUMES. � 9 ° / � � Ln Ch ZONING INFORMATION OCA M MoA NEW FOUNDATION 1�' R • �e� ."pO�R SFSTEMPROPOSED. >✓ \\\ w..c. '� 3.CONTRACTOR RESPONSIBLE FOR ALL DISCONNECTS OF WATER ELECTRIC A-2: BUILDING ELEVATIONS AND PLUMBING PRIORTO ANY DEMOLIMN 00 OR CONSTRUCTION A.CANTRACTORRESPONSIMETOPRMCTAND SAFEGUARD ADJACENT PROPERIYW/SET PENCE. Co „AYBIIAMDRNATURALGiAMNGTONOTPERMRRUNOFFORDEBRGTODISMLIADIACENT ..4 PROPERTY. A-3: BUILDING ELEVATIONS S.ALIUWMYOBEMARREDOIfANDLOCATIOFSVERUEDPRIORTOANYUrAVATIONOR `l OEMOLMON.ALLNEW FO=NGS�FOUNDATIOMTOBEMKMUCFEDW/AON.MTAWSTO �.�8• - '�'� CC c R UTRLfYUNESASPERNSSCODE. - a ,•„ A-4: BUILDING GRADE ELEVATIONS gig. °•'' '� o=Ch E ...ce •�y Y 2 z F A-5: FLOOR PLANS-NOTES-DETAILS PLOT PLAN �� �••/ „DZ49.� wLu PLOT PLAN PRODUCES AND RELEASED TO THE SCALE:1/32"=1'-0" 575°Z3 A bey. u t; O G U,F O A-6: FLOOR PLANS -NOTES-DETAILS ARCHITECT BY YOUNG ASSOCIATES EpSCOOLCB03 A-7: BUILDING SECTION-NOTES-DETAILS ZONING INFORMATION ���`� DISTRICT: R40 SCALE:1/32"=1'-0" Z A-8:GENERAL NOTES OCT — 1 2025 PERMITTED COVERAGE : 20%-"A" LOT: 29,203 x.20=5,840.6 AVERAGE GRADE CALCULATION Z A-9: NYS CODE COMPLIANCE NOTES PROPOSED : 1,100.00<5,840.6:O.K. 7.97 YARDS: PERMITTED 7.36 FRONT YARD: 40.0' REQUIRED-EXISTING 130.0'±O.K. 7.00 � `••_• Sou hold Town A-10: NYS CODE COMPLIANCE CHARTS/DETAILS 4.76 Boarc of Trustees SIDE YARDS: MIN. 15.0'/AGG.35.0' REQUIRED 3.89 A-11:NYS CODE SECTION DETAILS EXISTING-20.1'&22.4'W/42.5 AGG. O.K. 5.50 EXISTING- REAR YARD : 113'±O.K. 6.30 _-- MAX. BUILDING HEIGHT:35.0' FROM AVERAGE GRADE 42.78/7=6.1 AVERAGE GRADE Ami PROPOSED HEIGHT:FROM PROPOSED PEAK RIDGE+31.5 ' L+6.1AVERAGEGRADE= ---- I I >41411 EXISTING PEAK+28_04 ------- ;______________EXISTING PEAK---- a +28.04 ------------------ -- --------------------- AVERAGE GRADE CALCULATION: i N ELEVATION(1)7.97 ❑ B H Y ELEVATION(2)7.36 1 g ELEVATION(3)7.00 PROPOSED PEAK RIDGE+31.5-+6.1= g ELEVATION(4)4.76 25.5'FROM AVERAGE ELEVATION(5)3.89 []j -4 , ,.�a ELEVATION(6)5.50 AC ON �� 0 1 NEW STOOP,TREADS AND RAILING N ,�„o, ELEVATION{7)6.30 PLATFORM I TO BE REDWOOD.STRUCTURAL MEMBERS TOTAL:42. O i TO BE PRESSURE TREATED NCA- 42.78/7=6.1 AVERAGE PROPOSED GRADE EL.+10.0 PROPOSED GRADE El.+10.0 V mEXISTING F.F.E.+8_51T= i1rl rI=I 1=111-1I W AVERAGE r ------------ ---------------------------- --------------------------- c1 BACKFILL WITH CLEAN BACK ASTM Z LU Uj CLASSIFICATION SP OR SW w UJ 00'-00 I 0'_0.1 0 -----------------------------------------------------------------------------------------_ cz s PROPOSED ELEVATED FRONT SOUTH ELEVATION ' 0 1 SCALE:4'=1'-0" 0 W U W a w W _________________PROPOSEDPEAKRIDGE+31_5 f=- Q REMOVE EXISTING CHIMNEY(TYPICAL) EXISTING-PEAK+28.Q4 EXISTING PEAK+28.04 ----- ------------------------------------------ ------------ --------------------------- ❑ m 0 PROPOSED PEAK RIDGE+31.5-+6.1= > a 25.5'FROM AVERAGE I= REPAIR SIDING AS REQUIRED(TYPICAL) a o W NEW DECKING,TREADS AND RAILING TO BE REDWOOD. AC(IN PLATFORM ;+ _ STRUCTURAL MEMBERS TO 8E PRESSURE TREATED p m t9 LA - Z F NEWSTOOPANDSTEPS N hew Q w o r N. PROPOSEDF.F. REPLACE EXISTING DECK PRO OSED ELEVATI0N+12.0 _ -_ _ _ EIFVATIONO2.0 WITH NEW AS PER PLANS amAusEFooDA- -=-� PROPQSEDGIGDEFI.„ua EXISTING F.F.E.+8.51 , _ =1 =1 i l—I I El I 1=I I El I=—I I I= -------------- - --- -"-- - �r MW111 S -- -(nTT =EEIII 1-1t{-11I=1tr--� -----------EZI z I I 1=1 I 1=1 I 1=1 I 1=1 I I=1 I I_ I I- " AVERAGE GRADE EL+610 d � ---- -------------------- a BACKFILL WITH CLEAN BACK ASTM AVERAGE GRADE EL+6.10 _ tTt fiT1") 1 CLASSIFICATION SP OR SW 1TI_(i 1-1 I I I I 1-1 11-1 11-1 11-f 1-1 I I-1 I I III-1 I I I I II I II �I I I,;III-I 11="' -D" PR0170E CANCAFFEgIFEKWADS 1111 U WFSPA CEACC�fSSSEEP _ _ _ _ _ _ _ _ _ D' FDRU _ ® U DNASREQUIRED PROPOSED ELEVATED SIDE WEST ELEVATION 2 OCT - 1 2025 SCALE:i.=V.0" Southold Town m 2 _ Board of Trustees - araamrn PROPOSED HEIGHT:FROMa --+6.1 AVERAGE GRADE=--_i ' PROPOSED PEAK RIDGE+31.5 EXISTING PEAK+28.04 _ ' EXISTING PEAK+28.04 i I c' REMOVE EXISTING CHIMNEY(TYPICAL) Z LA) m x PROPOSED PEAK RIDGE+31.5 +6.1= �n Y•IW0.O.B�Ia11E 25.5'FROM AVERAGE C14 REPLACE EXISTING DECK WITH NEW AS PER PLANS — REPAIR SIDING AS REQUIRED(TYPICAL) , ADJUST STEPS AS REQUIRED N C A R B i L:j PROPOSED F.F.ELEVATION+i .0 _ PROPOSED GRADE EL.+10.0 I PROPOSED GRADE EL+10.0 FRONT LLJ m BACKFILL WITH CLEAN BACK ASTM - _ — INSTALLSF1000 — — — — — — — - U O1 CLASSIFICATION SP OR SW '=1 I I-1 I ICI I rE A:Po o � I I={I1=1 I 1=1 I I-1I 1=1 I I��,I I' T=1 11=1 I I-III-I I I,_ AVERAGE GRADE EL+6.10 W >- -------------="'�N{_NG_=__ - - - - - ----- _I�{�If-=_i-il�=---------------------- z 1=1 11= _ -1 I I=�" 0 W LLJ o C 0' U -0" — — — — — — — — — — — — — — — — J J z M W O U z 7 PROPOSED ELEVATED REAR NORTH ELEVATION ~ ' cc > a 0 _3 O SCALE:a"=1'--0" U "' N W a W v O PROPOSED PEAK RIDGE+31.5------------------- - ~ rn EXISTIN6 PEAK+28.04 ______________ _�_ __-___-___-___---_-___-----_--_____EXISTING PEAK+28.04 ___ I m I r3 ' o I i ac CL REPAIR SIDING A5 REQUIRED(TYPICAL) ---- i i a PROPOSED PEAK RIDGE+31.5-+6.1= 0 ca 3 Y a 25.5'FROM AVERAGE REPLACE EXISTING DECK `�' o z w— m ~ z F W m j WITH NEW AS PER PLANS N u 3 W= NEW5Tt1t)PANDSTEPi ADJUST STEPS AS REQUIRED X3 0a mm o I , I , PROPOSED I S.ELEVATION•110 ! PROPOSED F.f.ELEVATKIN+1tA p ORS E�ELEVATI0�1+ ,Q �- PROPOSEDGRADE EL 410.0 I I INSTALLS fmo m BACKFILL WITH CLEAN BACK ASTM = — — — — ' ' nNrsueERPuxs _ _ _ EXISTING F.F.E.+8.51 CLASSIFICATION SP OR SW I= T — — MAc AVERAGE GRADE El+6.10 a -1 l i-I i t=1 I I=1 I I=1 11=1 i 1 11=1 II I lu = _ _ _ _ _ _ _ --___ --1U zlLoslL—rJ Lash LJ1L UL _ 1.11�� �Li_L�1zLLL61LL.-. .- _ - _ _ _ _ � � � M 17 G ^a 2 Q D'-D" - - - -- R C C� � � �IC F 2 PROPOSED ELEVATED SIDE EAST ELEVATION 0CT - 1 2025 SCALE:4" Southold Town s 3 Board of Trustees W1lVMcnrtV1[ ' Q I DlMalrtrn •. ' PROPOSED PEAK RIDGE+31.5 I i------------------------- Wp I Wp ------------------------------- -- ---------------------------- ------------------------'�-- •�- aa- K�yy L U I I LLJ G ui C 01 1 1 1 0 u z 1 22.4'SIDE YARD 20.1'SIDE YARDLLJ I • ri NCAREI I I I - - 11�1rTi iT-TT'r1 T-RT=i DTI-TT-11Tf�� — I=111=III—ICI1=1I 1=1 11=T=1I1=1 I I=1 I=1 I I-111-11=I 11=III=I I1=1I I I i=1I I=1I 1=1I I=1 I ,,, —I 11=1 I I—III—I I{—III—I 11=!i 1=1 11=1 I I-1 I I-1 I I-11 I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I III-1 I I-1 11=1 I I-1 I I rLU @ 811't ` � --- GRADE_PL . V I-III-III=III=IIy.111= `------- --------------------- -- -- z � I- I _"=--- — w GRADE @ PL4.0't �I1=� -r z - G � w L_ °'0° - - - - - - - - - - - - - °t'011 - a EAST- WEST GRADE VIEW z a W W Q SCALE:4"=1'-0° W V N U.j a o = W PROPOSED PEAK RIDGE+31.5 - Ln 1 M EXISTING PEAK+28.04 1 EXISTING PEAK+28.04 I I m I p I W I p N (L c N I 1 0 I I �Q W �Z m H I 1 W 7 z h W H FIDT01 �J l\ PROPOSED PEAK RIDGE+31.5-+6.1= L 3 wz B 25.5'FROM AVERAGE CLEAN BACK ASTM CLASSIFICATION v o g x o I 0 SP OR SW I I pgQP�SEQ EIEV T + 2g I I R0jQSFIVATION111L I I 1=1 11=1 11=1 I I-1 I I—III I I 1=1 I I I I 1=1 11=111=1 HE 11=1 I ICI I= — PROPOSED GRADE+9.0 =1 I I=1I1=1 I I-1 11=1I I-1I Z41, 1 I I-1 I 1 i111Tu1- ---.�I�I--111-1 1� IJ-=.IJ�1�1-'I�--tt —_,Ist l � rIFEEr��hr1.eL ------------------------------- L _ 0'-0" - - - - - - - - - - - - - - - OCT - 1 2025 NORTH - SOUTH GRADE VIEW Southold Town scaLE:�"=Po^ Board of Trustees A=4 PILE INSTALLATION NOTES: Ua+r R.. =WWALLCORTRUCF1atTonr X an u�ia� DDRAEW An F6%TVAAH'GV WAIL Alaw NtrnlFn f', L AtI.I 5md w AZa1tA0V[gm-am aAt CATS IMWOMI.IDIDD130TWL%WAn IWU./16 FM W.Mk MR TG10U[V/HNR a.11 W N[ sum DOQ NI NBKIAA[1 _........_»__..._._»_»..»» aMCdRCa raaDTOG 3 AW/Glo Rma FAW MA1oauA+lrlG.AIO S;raFPN114TIQBrmaa muwtG arvmmaumxm n runmm Y[rn aF7NP[u—m cawadnaRrrro NOTE: -- L FumxsusoFNaRw[e[nAvoAvnTwamMowmannlwou FMrvQwrva AAlsh,uroTA[cwnncravwtaam[AFoawWsmxGATlrAnunAsrAwAra vwa[a ONCE FINAL ELEVATION Of SCALDING HAS BEEN SET to.YlYa•G MU Ma[W AQrAAtwa WIN I'll SAMM TMYWA Rf-MOK Im v,t urvA AnFIIII cm vwa R°M`>r 07ifONEW FOUNDATION SYSTEM,[OIfTRALTOR i0 R..o.q. mmffW4,nYa NaR[~A t't-'R•Rs� vu.W IOWtAUO t. ua On A MKTOMMM c Mmxrm uamxortnuruuumeccMa[a nartarmAaA[wraWrmPAAAnorWO,. o VERITY➢ROPOSEDSTAIRSPRIOR TO ANYORDOUNG OF uoVMMCOM DDK140M.7u.MDuMWArAUM106a24mTOTOMUtCOGunONMPuwawwOo. .vir STAmmNTERAAA/ORINSTAEL ONCHOMEis -F .. AututnwAR Ka[t x+Awn.xu[ArAAtsnoawwnauR,wacwwuxoruvracoAFmlrAvrArro[ r„ EXISTING FIRST FLOOR ELEVATED.U PROPOSED STAIRCANNOTBEINSTALLED <� .n,S�awoN....•. AS PER PLANS,CONTAAROR70 STOP ALL WOAXAND o s. Auusxl ATURTuwruFvanca rzo..umatnoRouwwuAruvuuurauDttovr./[omracaocAtvrwNruua � srwruGln•ocFa[ooroaa FNF1L•tOWFSTNNAI ELFISH NOTIFY PROPERTY OWNERANDARGOFECT FOR rotmwnw RVFN[miRDwnl MW FIRST RA TO BESFf@ AIIANAIEIOGTIOM/OP110R NOTES: § ELEVATION[IU NOTE:ALL MATERIALS BELOW THE(BR)LASE ROOD L Ati aYEldo'6MVSIrr1lroHlelm IRIOItOAMIFGCadiAKaaI B aRCIMCMIlGJI BARONmaANFD&XPANMPMMIOCMMD�VIGWaS F=MT0Ws0 vu RmAT D ceF[ATIMmT umb - -- REVATION,SHAU.COMKYWITHTHfFEMA �g .4 wco[nucraAa[rrwGAurwqulwuasls[aaAnoWrm[IaNaQraAwMoaunwlGaAsuowno ArTN[awRo[ an..r•w.m i0u'�' EGINICALBULLEIIN IL ROOD DAMAGERFSISTAHf � d aj MALL° r0p1ve ®VAnala MATERIALS REQUIREMENTSAHD TABUTARCNAAi �2 L 0MODL'Id AY•S[M[rRW MWOW ImGW10[aTG UAIm1WINA[wl'aia[•taroGYVL1GA0.nIr OCnAGWIoR .los[•�Mrura alYARl16WINorM WMIATIWuvr • Id Iqn I .4 C r MOD I'r aR Lm tOl[.Q•IORG./rTaIWARQ > 'R�wlm RloGuv!st•oc lTa Dora sxm7 A [aaRKialYATIQTIJl WDDDORaAtrrAV POmR•WRWALLAIMr.A[PODdI./1f OTCQPOIRNR[LQRDASAIQ NDIIX a�IIn A[P[A 9 PIMB [. nuwneeoaueTCWTon[venalxrtwomTrOa»awl,x•wAmdAervroAtsuw[n[FRtax[wtivAewuvnlmmaAsuah►lounut �s�0 •a. RFw[uval[oaoa METER READING PLATFORM• ARMtmcDWLQf [. xctaR+NTI[WIN/QtWWFAY[WNrNOQMDFaAFO./DOMIt(DWII DNfi1NRWlA[YMX'IaN aA4SR1a TYtC tNWMIXWli411YWPRSRQMRYT[ail�� N1Q tr tl. MOQ6IMNRKmWW NOTE: cortAt(r s. +ucwan[xR•NOARc0w$mv5LLW.•x[xtAtx[olGswlluue nowt Mooaaac[AoatnssnMm[ol avu[Ruuuevv ns[avRaASWAaO:,I.{nu.um[vutra • ONCE NOMEISRIVATED.CONIMCfOR TO VFAIFYINATALLfAS11NG tov[I• DAReaIsoQ MT — Uc"TlmtAwwrLNaHi FL0011J06TSCONORIONS ARE ACCURATE AS PER PLANS SUBMQTFD. (WgTIRRSDFI DIrWAMEPM 0-11 sHDu DAxYINCDN Sobs ARSE,CONTRACTOR To STOP WORE AND HAVING E METQMTTORI5XHP IE Y. mDAAaawunoNaTtGarunu4nrnonwRTNlrauOMw� 14"'s-resw./ N C A R B q laiQRIDRXTWiVAAatwRWWYFNF.SR Nett KAAP'lAYTUwraRYu .,r.c NOIEYARCNRERWMEOIATELYFOR RESOLURON AND OBCURITICATION R1O1r s�vn.suswrlta TOAMStDUTWOFttRS XIDEWMTtNDID M nu:amrATVTaarNlTaWr °J Qg0°uD[ ausx[R>Tpv[W/ �AEQUDE�RfON11MCT0IIlOVIQUDE WIIIQNWTO 4 f[wRFLM:W:FocP xMS :� PIIWAW G RIUAUUC Q IrA.R FAQMEwt:foQtFG{feRWrlf F. ___—__ 0I.S (RISTARIYTYM CNGitt6 LET 4 [?TNCFGR1pCa6TMwl(Qwn1TYAun.1r RWALLSDDEWIDVPAWFaI IOTa6pW./arp/AW2AWAt�COIQSPwYIONNIptYA1[T NIIMSIIGCaeFACIaTOD[VAn\ . NOTE: (.IrSWt[ ArYIo.I�DaaL W ("n m[AODni4•lffWtllFli 0MY*WAMAGASMW WM11ORNTWRA4COM"ATOnmm WMWMTRPoe[GN=F5OWMA FWD•/fxu•row lca ffimTsu{smolt I R HAS BEEN VERIFIED THATWARR ISPRESENT DUE TO THE SOIL SOUG [o'D• v Q7 wTTAtaWwicrtRuvPu[AsuTwFauy. ."..r WdSTIGATgx.GENERALCONTRACIOR RESPONSIBLE 10 TAKE THE 7 7 r. [wnvnasN+u Darwlm Dl.s RtrAmrrlvAFt Arw[PV+TrauataGlmrpAAwlaAnloAMr'aA1Au aRrQAUTIAgIFU•wAG[aWDauN[Q 'D°o.l m, APPROPAUIEMFASURFSTOPROPfM YSEU CONTAIN IRS PER IOCAI MWsmiou Rs'ITTAtWADmmom ` ® MUNICIPADIYUWS SNIS UWSL DE-WATER A PREPARE FORM WORCTO _9N-0c c0laaa umvWM W 1a COTXT[tRW100J11[[MM[ALLSI/YMNMwAaoQAaISVWa1ARniKMWIYISASaQ. °�.••r•r• rr ACCOMMODATE PROPOS�PILLS A FOUNDATION SYSTEMS. NIRSWAfcaG- NDIIi 0 Z P.[WYF D[TAa 1/A1 QIEII[F.a{Aa DIr TOK4 OlTI F� Lu FOUNDATION LEGEND: + INTERIOR COLUMN FOOTING A rAu/[HTarTRo[QlI WyY 6A.A W W MUSH DGAAU. L u 11 Dgx[Wsusrawaavc aoLnssaw wn ao.N>oFoslwnwroT.lr/sD lv NuswluAD taroaasssonuaRufr[AOS UcnnRas»FILL-H 1s,ra �� NTS UP = _ mmo6•GaaYlRArssvTasMua.,TraWGwl wn VAramRa A6T SAIu•rcau FRwmvrmarauwaosd[Uman1 usrrTllO9asArnR;7WF[ - I 1 EXTERIOR WAIL SECTION B k, F oTtlea SEEFWNOATIONwALL e J Z CONTRACTOR CONOOR OETAI B•THS SHEET y, 4I NTS NEW STOOP W () V TO ELEVAIa >9s rF„ ,Apl ANDSfEPS ALIGNMENT NOTE: INSTALLATION INSTRUCTIONS&DETAILS MODEL EXSABOVETEBFEFO �_----- _-- •r�__ UTILITY NOTE: HD D aWD� .�,'o , z > o GAS ABOVE THE BFE FOR I _ - G.c ioVEunLauTfON OFAu eRow GROUND uLUIYLLx6 PAlOR W Iv > NEW FDA COMPLANf I r.......• •.'• w, wr" - 1 TOTHEDEMOUTIONOFANI'SELOWGRADEEYGVAT1014WQUDING �omNl�wWa..uwwrnoN W a 1540-520FLOODVENTINSULATED --- - ------ �FApWwmAlp.YtlmN®rN O UIRI116Af SHOOMF I '-r-- ��' 1 BUTNOTUMIFED TOGAS,ELECTRIC,SPRINIIERAND WATER UNFS. wI:pNAraumDNWrwvawrnonAaa URULOCAIESA SUEVEWA7ER RELOCATED •NENdrsYOY" - I I v r LLI �E1051UNG BOREFOYER rmuwr DETAIL DIAGRAM MODEL 1540.320 FLOOD VENT INSULATED NRNG LNSIOESCWPVCS w;u ISI/4 tVo r-- r7 ------------ H E.P. HDto FOUDr/SPMYFQ4M l • ` NEWPRES W ICONTRACfORMAY WBKi2 L BsI2 L WBs22 L_-�--- FN BATHROOM NO/ \ wBsmuTENUT /�B1 4' TRACEWAINCI IN UEUa I I z Ron: CLOSET InPIKINSUTATN)NASREEU SvU�tG®R�f EJOSTINGBOIIFA 1. NEW FOUNDATIONREFR�0 I I I o ` StaIIDESTAFFDOUT _ BEDROOMtS r*5SEE FOUNDATION WALL 50 SEEflX1NDATI0NWAll I I o ANO[OxfFAMEDDETAIL'S°THIS SHEET Mg'3^ DETAII'B'TNKSHFET APPROVEDera0S000FIGUREL um r vAf1 r v.+1 HOMEDWIVERANDOR - [OMAACiORAEQwAED W&22 WBs22 W8KII 1- FTUatElevetioa 1 � IAR(HIfFRPARRTOVERUTWIIH 1„L _ L_ L S TOANYSETIINGSOfMUIECIDAIBYO NEW FOUNDATION IFORMSANDOA DOSIINGWATERB r0amlam[[oIN[nAA6W/Rz rouRINGOFtoxtafTE�--' REPAIR NOTE: �, FTGURE2 [,T CRAWL SPACE I I SAMTARYSYSIEMSARESideView FIGURE3_'= TOBEMANTAINED, I 1 nrFUTwla I UF7AklElI 1Aarav I AQ I NEWINSUTATED IMNEY ANDM`RMsM"GMG`M0 gMG"TIfABPrDR1alETMTSide View • MODLLED NE OR 1•.1 INSTAIItD NtW --- -_--- • I MKtWfiA1MaK1[TgNa11fF1MATI0YMDAQ,°$ v oSyy FSTALL(HTSEIYPI ISIAFIG a 2 I WSTNI pI PERNO IOSIwG IMNGflOOMSIDE VIEW SECPION/EI.EVATION PROVIOEIEDLIGHfING 1 W SUB ONGRACE 119E 1 S.F.EATNSEEDUARsD JTHROUGHOUTSUOABLE 1 -•1 G 3FORCOBROSIVE SALTWATER I .I '�T1°m i iNGSXED D FIN.FLOOR+12.0' C® p; [D Fvl INSTALLATION INSTRUCTIONS EHVIAONMENTAW47HE I w -'T r-1 r .1 .I HD ND Lu- Z ~ N BFF•2 I WBK45_ WBK45 WSA45 WBXdS - ----� MOTF:BOTroM _ _ � ?: Ha '------------------------- F R.ma..ma.�B®.N[ara.(n.Dvo.ia.ro.Rra.rsm�dd.aa.WWWa®a.Ga.r� I _~ I__J L_J �T - - OFNEW OUSTINGHEADER Lu Q� wa 2 Ftgn.a.BAT+]6.25•.id.By S.D•SilNlwih°p.�tp•v.I bI k.ib N:IbWAhi V fm NrL•ml Bm..a.bal dd. 1 5 1 FOUIpATNINS 2 K l7 =o m o I STEELTOREIOCATFO O t FOOTB[Gsto u t� pro to r p Ww•eeP�rmma.I�Tr.E...th.fi-b.dF.& 1 1 BENEATH WALL ABOVE g 8 I �gS% `1 3 APPA'.h°wd.am.aFwMw+Dm.m,o:ra.�aa.wteCm.D.DA•mth.•ah(mSTRAPx) 1 1 ®, IC5"`g DINING ROOM a.Bdth.4.relm.pvtberrlma.dw..uE�tmod.ttaa.wb(eNSLLwTserAa) . I NEW FOUNDATION '-! (ram`+ ® COMPACTED SCREENED IN ROOM s.I.-e.mpm". 1. p—.D.Pnm.tw and b y, I L4 CRAWL SPACE LS RLLORwIt 6 Lmm ft m In-m0,a prmm TW 6rA ovW A lro in thm_.q WMW De nid°dtY..R I 1 �Gs+3 I m 3'-' �.. .~.• CUSSYb65{t Ph d.aG®.tlQw.....l d.f-dd.rdl Bmvtb.B.e.a ti.h.dw+m Ae wee MG 7) 1 1 A I RI IDUFGVIarYt 3 �.•1 _ _ TONSOO T.n..eAa:wRL+m..mrpmg ma a.t a.r m.D.p.m L.I,d�t6.eaada..m os�tm...0[...TL..Imppi dd. I L_ 0.000VENT---- onnt•nes>rm __ElOODVENI---_I L BEAR HO S----------- [l mR..De.'am�dp.am.Dmdtt... fi�d&Lmt um°m,rm. baDom�.®seD.tv.T,t,... I d'�........- •.• :._..: HD HD F� S.R°alwkfh.tamai.ptv.d.tw.re eHmddeW.memo. OSTO ET ______ ________________ NOTE:COHfPACFOAio RETAIN SURVEYOR fORSTAREDUf 0i NEW p LD.r.Dlb.e,.mua.Mamvia�•E°amdaoa(.mlmlm.eD..}mdGm(..wm.mD.eE1.sGe°m>:eoDv,. 1 d d—mW itub bd 115' ISR FOUNOARONWSiEM AND IOCATE OFF OF CURRENTwAVFf.F01FNDATfON a ued Ttu.;Is.muew.Io T°°pm NOTE: m PUN SHOW5ONLYFORBIDDING,NOTSTAKEOUT.BINCHMARXFORNEW REPLACE DUSTING WOOD OECX tE'aov e..ct.°r eamet m° vlDe.n;o we d;.M.m. u w s tso aorr tma.l .� R HAS BEEN VERIFIED THAT WATER IS PRESENT DUE TO THE ELEVATION AS PEA ELEVATION CERTWGTE BE LOCATED AND VERIFIED BY tD a+A.pP[t•YAUpi SOIL BORING INVESTIGATION.GENERAL CONTRACTOR UQA6EDLAND SURVEYOR PRDRTO ANY WORK ODAVIICRD. N CT - 1 2025 OKRA"afOMtioes'APO.nc�ra9Al_.o.wn AQNaiWI A°O p[IUTY. RESPONSIBLE TO TAKE THE APPROPRIATE MEASURES e3 to o I-REIWSOUD `� NOTE: EXTERIOR LUMBER NOTE: a[ o •sram[ss nTa sTRlcs s�Fum PROPERLY SELF CONTAIN(AS PER LOCAL MUNICIPALITY LAWSz'' BLOCILINGz'� 4I TOP OF FOUNDATION ELEVATION TO BE DEPRESSED INTHE uvvumWmullmm.Da.rwrot 47 Rlptosr Rc[v:too sa n m v.c &NYS CAWS R[ouRtT[[RF4 nR.AA.cr!.Uwn Kw Ulnos[o alp'A trolFTm o.At MAST Two DrrcRUAI rota I,Df•WATER6 PREPARE NORM WORK TO AREA OFTHE SCREENED IN PORCH AS REFERENCED ONSHEET aOOOiD'®'o�"m"�t°0113 cwam sTuaas tsra°Avw ACCOMMODATE PROPOSED PILES 6 FOUNDATION SYSTEMS. rn[ OGIADER 2d�IRDEDEN SU > tm[ .o.Da—MD w.IL ear,MI AMA aaol 4WAA9AT ...v_.�..wv_. _ A-2AUGNMENTNOT AT STEEL LEDGERBE ATTACHED HED RIOR TO ORT AffiTS THBRMUMENIENTS FOR EVOWBEtM OPENINGS AS=r FORTH BY TOP OF SLAB NOTE: - _---i ALIGNMENT NOTE: OGIALVNI�EG'DDEviuED FFLLOOR STRUCTTURE To BE COVEREDNEW REDWOOD MdUNGS SYSTEM ANCNORED/S PER ... outhold Town VN MA,NOS,I=A ASCe °mr racwuN..�awie®wvutovcv TD. ---- --- MANUFACTURERS SPEORCATIONS IAA RAILINGS 1D B and of Trustees SLWORTLVBDOCUMBITs,TB148.4[crnd0T(CXS),ASCE14-M WrcnNome.nwannwrReNnan'mn�aam I mmw.ann.°uov.vWDvuamNua.Rmmu.a°st WITH WATERPROOFING MEMBRANE AND APPROPRIATE LCC EVALUATION rB.9i-mTa m.nAvnnur.v tvtmavmNn manvc.wwu WrlavmNwwrNaruTta�mcrvre.wau+t VMHM02DOLSEATIPA LOADSATTOPOFRAIUWG mWmwTrwwoawm:oarRrsRNrNlotlm.vrn t°.nWwwaawooaawtamlmurtmm.ewacrowNaon FLASHING.PORCH ROORING TO BE INSTALLED ON PRESSURE N .ti W®wOAARiNtoY3i.�aNnAllm41 VK_ t • .•r.s.w4�.r'rRaUom�EM��iRJ1.POm.a TREATED SLEEPERS.PORCH FIN.FIOOMNG TO BE IPE,BLACK AND IN ANY DIREC7pN AS PERc00E36'INxEIGNT FLOOD VENT COMPUTATION LOCUST OR EQUIVALENT EXfERIORTUIERANTWOOD. IlES1xETN SEIECFION BYDWNEA) a.rw.wee SQUARE FOOT OF EXTERIOR FOUNDATION: 920 S.F./200= 5 PROPOSED FOUNDATION PLAN SCALE: —1-0 2 PROPOSED FIRST FLOOR PLAN SCALE: "_1'Aa J (4) REO'D./INSTALL (4) INSULATED 1540-520 FLOOD VENTS 64 TREATED POST Wax SEEPLAN Wax wxxc4 Mmnn> S111PSON COLUMN SEE PLAN a,aauarn ANCHOR CB044-SDS (GALVANIZED)ADMaNT GRADE (2)A325%•0THRU-BOLr wax 121 O >4 SEE PLAN S LT TH 1HRU-BOLT L 2-35 z 2•Y x 3G � WRx (2►A32s 3,•0 to'A SONOIUBE 14 CIRC" THRU-BOLT SEEPLAN TIES 0 12"D.C._4 9'SORxY, G Wax 9'SQRxY.'BACKING PL BACKING PL SEE PLAN - __ ITMRU 0 A - L NOTE:ALLSTEELTO BE I a� DECK FOOTING SECTION DETAIL SOKSI GALVANIZED �. O Ms (2}A3253L•O iHRU-BOLT z (2)A325>li•OTHRU•BOLT I 9•SQR x I'x' Anam,x>oa x NOTE:ALL STEEL TO BE 1 L 2-S1 x 244 x 34 N/S&F/S BACKING PL .x,m�crar,�aD,v,bx 0 Wax SOIM GALVANIZED NOTE:ALLSTEELTO BE wwA SEE PLAN (21 A32S 3'>'¢ WBx ISOKSI GALVANIZED THRU-BOLT SEEPLAN NCAR B O TYP SPLICE CONNECTION TYP 3-WAY CONNECTION DETAIL S'mpsonW28 DETAIL (2 WAY CONN SIMILAR) EA.JOIST 12 NAILS In EA HANGER W M © LEDGER DETAIL NTS NEW STEEL CONNECTION DETAILS N.T.S. z a LU >' . r n.r.> G j ALIGNMENT NOTE: ALIGNMENT NOTE: LU a �1[A,Wr,w•.u<Y,4,gT441MLLf'.,4,>i _ ma>cJ4r"..WCIMOWC MMt01,r4NR> OMCI.Yf101Q,IIYl1ilO0.4LL»ICO,N000YO OMOf.Y.b1Y1I.4TtDOr0108R1.101K[,b4r LZ U ne,naa M..:>rrrn4�e,rmgaa,.mob ROOF r7 n wg4ruuM.cw4.w.n�9 ROOF mu"oor>aa,4r.,.,o„o�>s z ,co,Rrbro,.irn e.>an.,4ea J i O L) - z , !! o REPAIR TE: !! REPAIR N E: O w Q ,,eao >nsnvx>avo,a w us mn `' " ,mt: menuofna'"Im 'Rim !! o RncoanuOOA ,1eIl0Eam,MAVA>IRAYfAR J Q _ E------------------- ___-----_._____- ----------------- 4___ RdItMTT0 t1IYA1xM DFWO 40 C O,A0300.( ATtlM4e N0TA[WAQEi1nN I( O ALLx11R PWM IOMMUSFDmYATxEW[ W o DETAIL DECK ATTACH o o ROOF aAwmtuTo ArowLxT m wxmAv AT m V OALMJLL MOITOUiTAm4A0lWNlTIIx !! OAIXY IIIOATOlOYAIeM,dRL101A11M NTS cmunona nivAo011nn(CT. i, wnlmxnnK TWtM n. W BEDROOM BEDROOM = W rare.: Q e o" - -- —so HALLWAY — ----- ROOF QRDOF �Y a r p REMOVE CHIMNEY SO SD o I {... i ANDPATDLOPUM ci C® C® 40 ; ,'REMOVE CHIMNEY o v TOMATOI E%KRNG 1e v ! .1 ANDPATCHOPENDiG ROOF I I _� _ I O DETAIL Cc LEDGER BOARD I 4 •----- - - 4 ! L i!TDMArcHExamRG NTS CLOSET ttOSET ii W uw>■nwrar ign > a aim,nmamm, _ __ __ __ ___ _ _ _ _ ________ ____ OC Z�/ RtrYO>V1R94 OL H W mxa�mr re. G. >un>RRe>Dnt o :VD, } j "• nrwrata o -HY 12'•• warw,Rwoac ROOF r' s ROOF 0 Ems Il• I I >„ � LU o ________ _____________�----------------------___ _-______________-__- 7 E DECK BOTTOM STRINGER DETAIL: I I I I CJ 1- tL ,, II ; Wr CZ wp NTS u3ovv=i° o DECK BELOW HANDRAILS: DECK BELOW k2PROVIDE AT MUFSASPER 200 AC OF MIS R3tJ.LORSFAIAWATS MAi11 OR MORE A-2 E C.11 11" VJ L� GLAZING: r ® DETAIL STRINGER ASKR202WSNITIYC OFASHOWEROA fUB10 BE7FMPERED AS PEA00RCOF NYCx30RA5.NTS ALLVMDOWSWHIONJC ABOVE WALKING SUAFACEOFASIAIRCGSE OCR — ZOZC,� Ila SmIm WL. ANOWMIN F-T OF THE BOTTOM OF THE STAIASTO BE TEMPERED AS _ Ma s,> s4,i as Vu W a M PE112020ACOFNYSM4.7. Do a xu„Ao(0>d Mxum oDmwr tn>m, > 9Y,r01x AS f10r1 Twn ��s EXISTING SECOND FLOOR PLAN EXISTING ROOF PLAN Boar ofiTrus ees I11 11 11211 1© a....4aQ DETAIL Q STRINGER SCALE: =Y O° SCALE: =S-0" A=6 MS I.11rcm•dxuerLAa ancavcrn __ E� rxr puANrm NOTES: y rtDANO. oFSfxvDON NMI NO. Nr.NO. A . [ D [ 1. NOE"Gay.r01A57MM5.ARMIAYiYAnON 6 L I...)'� J I'N' 1. df11AFl t• ffi!p REmE rOf®0� 1 L 9WTNATDILL-10UY aWxm0700p11"5in LWpm L aSNAn I- ffiEO • •lo fil)N rdEpioa E AKywSlaNa".S7aWtlOdS,WONSWOMT.A16otO1 �' 101i a d ONII 1- A[SED' •Ir- f116Tn sp6mSIDL E ANM.M[lDS1ADIGiN. 4� IL 11• CONNE3C7ION OF hWLTIPLE .V. L XEIDI IAAiipM-IIOI ApOLO LO'MWI.DVSnFIVo1T,STAP,W C MAR KNASTMAIDIEOMAOe]Sw AWEYelp S111ENGTN•SS I 1 '� PIECES OF i'O►{OADm BEAMS of It50/r OMIlr INOL V 1'.VNdOI Pl—I� l 1DNXAl9A(1W Ien5[E71 x[IxAfWpOJOA761XE LylEOANOu I 10111 NOW /J®T� LUINO. RMIA1.110. FIFY •NS• •1D• owal.m. SMNIIANMDAMM MWrON1WAU3 TNMu.OTNwADs LNOTWWIv.11AASWAul• 0Y;iham of of 2 roa 16d( roof of If OC g a Z WPttaldE Li41 R:lln pbfL A v cr L cWrwGDdn:l7a•OuwnMcrLONG N¢XEADvp AmA AfIEMEAurAtnll •fa •Die dew WWI ll (11.WF)ndS of lY ac '1 lnn OF1101 / mtin 06010010 6 u' r Sr AESANDIA'NPEAY MR51p AS111 ASL1 YNN •Na1M c—venom requie oX o6flad rm of RIA7S1 OI6OS7ot1 C W 1P.I7' M4N7SOR6 G ALLW[IDEKQMTfOD VNOp 7fCIgNSOI INEAw1(OOC OIL AONf.NM r10I Y!e C fr1dCT lAT;spw�rwd� �r Y MM1DW mNNmlASnw-Mlart.0 ODoSe(mNvwm 0.111'1 125•) cram-NO1p1Talrldatp,"�A rrlw(e}uvri.Io 7. S[[NE;ULGALY1Flpr NC35S1fOMALOeAYe ANMlp1O .r.uo..r.IAoutlAo]r,uo. ANpSrtO1LATD1b NEW CONSIRU(TION BMCKET SW SYldlh►I.v.: mY.mi.cim nnuwu�.ucinoaraaarwlnormrmmeuoumlv�. AnOvmur�Mumapc u. umr.n nYDO.AWDrt,.fAOWrNYOIIFrt.On A ALL 1umw6MSNDIKSYnEOASxeAcd4[GESApORAMO EOR11/2813f40.0D •YimnwN of con 1S•bdtl of pru pmrMUNMlawmozllwEooaMunA7NM. 24•o.c stonmel 1 E S N- �Lrl AddVo"n.IEepurb.-Z p "b. N C A R B A11 M, alum Mammon rMTNo. owG XO. r.gWmd*#M.1d.4o.N.LnNHIPI.rrmg.r nt 1 L fW 9VFL7501a0x17 man IAdnfi 1 1 1 b.,O oM d%�lAr L MTLY7Mr IC ma 1AmM t (DETAIL USED WHEN APPLICABLE) '•�. ALL NEIo�fOPAQDmvw�dE Ln CONNECTION HEADER DETAIL W en PILE DETAILS "AIL II'BII cn 0, G W ao TAT'EYAMSMN14Id7GN � nrnsXDNNDpoSEeE 0101—OU J NOTES: - - - - - - - - - - - -— w o v —— — 1. EXIST 2x4 WALL CONSTRUCEION TO REMAIN.IN5TL NEW R-15 FG INSUL& 'GYP WALL BOARD TO REPLACE WATER Z Q ' DAMAGED COMPONENTS ONLY IFREQ � ) Q caD ro��u 1ax3 2. REMOVE&REPLACE EXIST VINYL SIDING,K'COX SHEATHING,TWEK HOUSE WRAP&FOAM80ARD(APPX 4'HIGH)FOR FACILITATION OF NEW FOUNDATION O w 0 3. NEW SIMPSON CS20 HURRICANE STRAPPING @ 16"OC FOR CONTINUOUS LOAD PATH FROM RIDGE TO NEW FOUNDATION(TYP-SEE DETAIL SHEETA-B) U PIPE INSULATION FOR DOMESTIC WATER LINE 4. I"O ANCHOR BOLT x12'LONG W/3°SQR WASHER PLHDGALV@36"O.C.(SEE TABLE,SHEET A-7) LLJ Q DETAIL USED WHEN APPLICABLE NOTE CONTRACTOR RESPONSIBLE TO STRUCTURAL SECURE DUSTING ROOF MTEM PRIOR TO LIFE OfDWEWNGWJY DAMAGE CAUSE L+I BY ELEVATION SHALL BE REPLACED AND MADE READY) C;C MI®I.III611pIgNQ1SSODiINkFVRITNIDRDUW OICn NAIII6 NOTE CONTRACTOR TO INCLUDE IN BID,THE REPAIR OF ANY AND ALL INTERIOR AND EXTERIOR NON-RELATED ELEVATION ITEMS IF a% %Q fe UIRAAnl)70A MMA)MOF A4W71E7i 3 WM IN OAKM DAMAGED DUE TO ELEVATION AND MUST BE REPLACE RACK TO ORIGINAL CONDITIONS PRIOR TO UFTAND MADE READY AT THE f_--_----1 R4MK AVDGNARALVl4NNAEIESSIFEXIMUNOWEIn"KTA4D COMPLETION OF THE MARON PROJECT. TDAINd.CTSOI RA rWlx ING115 fEKTTA 9W1ATER AN R-4 I TOAE4NMIYOI Ali NSDYliN016lXDMVDIA EN OeA,pAxDM3 I I WDNIESSTNAV1tN0ESMOAYATFA I I m L___-----� DW.LDEE01NGlLlYiAMSF%ORMlINN70DlS TNLW4ADmES W 511M1 S SFNFD.xD6 AVO nA11f SI W L m4RY NIIN ENE MS KOW6MM0F,ASAMXANL > N O R T.O.EXISTING STAB AT ENTRY AND SHOWER lr a DUCT INSULATION DETAIL DWFWN0ArIQKWAlxOIAADMnM Lo91.K.T.O.FO&MR00M Q s f DarAUNEWWROGRSM ANDIDUMMEWWOMIR EXISTING SECOND FLOOR n , W AITAOIm TO rMQMWFWNMTNM - ob U, } M DETAIL USED WHEN APPLICABLE Y 3 z Z TAKSUMATodAATION EXISTINGFLOORSYSTEMNOTE: UJ Q w "� 4W0GDWLMASFUMA"ACF" 2rAaalNiW U L]59 .N Q OMYnO SARACaUTEASNMRM'SSInWMD.n WAWWCDfWMMAANF, MTOAMO Mkn CWMACMMSMWOAMA7CpN0MAAI MOIMM®'AMTFOxAmvnommv IIDGpOAC"KATN" EXISTING FIRST FLOOR gvrmlmGlAMfIDTOMWa mre umn(x11L'LR4 PROPOSED ELEVATIQldj.1 O '� PAOPDSFDFIN.FLOORv12.0' C(�- .� r mLIDVNETAs IL�� L I'V(i I1,1�5 PROPOSED GRADE+10.0I� PIPE INSULATION FOR REFRIGERANT LINE - '—'"- GAEDE-� O l AVERAGE GRADE EL+6.10 ALIGNMENTNOTE: dv,auN,a I PROPOSED RAWLSPACE i ----- [DNIIU[T ON TOMTAMALAND WrAMTOSTAKEOInTHE maeumro `•2 7 OCTDETAIL USED WHEN APPLICABLE 03MKV ppNGFOmnuNrapME90WWM�YMMY m�Y�ou.�rtNoo 5 pEEFm mNnANI SI lA q �Or)[ AND AIIGN7NE AEWFMNOAn011WALLSA ON rpum C I I CJ COKCARE NIrs DONAH TM COS"pf u z WmAwmaINDNCCOMOML"MMETARM" I 1 ) ? Q CCwfaVOUS=Aa CMTe0IRD0A'N MBEMpNO ISNuM7MOLIO _________ I ClWAF0RNl MU01TXCW=l4WN01E:CM&%T N EIOAfiMOASSPd00N MIW O.n,W WD1YrGl01D075Ia1UliWnlplO.lAlOFf01 S ,� I 1 ®MWIEFOYl5pI/.Yi MnGWA16 IODISISWfiXF11fERN NlEOF IDVANG/SNpTNV1G 1faSW IsAamm AOOLLWffMNAN 11EUCAERL./r/lr/vlolpw/WDQI p1pD}Em!8015 .VF I 1 AT ROUQIONlt11G AbI ENOTCOSMEFCUDMAN00RIof9S MMNYIN OASIDKAOON UAI MTM NAId[y1Y000A YNYpO 7�[MMIMOYMSV m„ 1 1 INIDI ` somm SI(LTNAMrcMmSIDORAuIIAnrmtldONSAr•IEO�IriT ��''.'- Soutlic d Town I I IIOIE: rxt[rem -- , T1N^AMIEAfAfi TES,aG YYIEeE Board oi Trustees I I PDRMeMNMMOOWIA01 0'0. SEE PILE DETAfIS THS SHEFT(EYPICALI DETAIL FOR DOORS AND WINDOWS A=7 DETAIL USED WHEN APPLICABLE — GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE I.WRITTEN DIMENSIONS SMALL HAVE PRECEDENCE THESE DRAWINGS ARE NOT LALLLUMBERTO BE DOUGLAS FIR LARCH HOLZ OR EQUAL WITH A MINIMUM FIBER L ACONTINUODS LOAD PATH SWILL BE PROVIDED TOTRAHSFERALLWIND AND 1.ALL PLUMBING WORK TO BE IN ACCORDANCE WITNTHE RULES AND TO BE SCALED. STRESS OF 900 PSI ANDA MODULLE OF ELASTICITY OF 1,600,000,UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF,WALL AND FLOOR SYSTEMS TOTHE STATEREGU AN DNS OF THE RESIDENTIAL CODE OF NEW YOLK STATE AND ALL OTHER ALL DRAWING HAVE BEEN PRODUCED,EVALUATED AND � NOTED. FOUNDATION.ALL RAFTERS,STUDS,AND FLOCAJ01STS TGAUGNAS HATE AND LOCAL CODES AND REQUIREMENTS. PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, 2.LARGERSCALE DETAILS SHALL RAVE PRECEDENCE OVER SMALLER SCALE FACILITATED WTHE DESIGHTOCARKY ALL LOADS UNINfERAUPTEOTO 2.ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERCAN STANDARD OR THE MOST WRRCONSENT E CONSTRUCTION STATE ENERGY DRAWINGS.IT IS THE INTENTION OF THE DRAWINGSTO PROVIDE FOR A 2.ALL ENGINEERED STRUCTURALWOOD MEMBERS,INCLUDING ENGINEERED FOUNDATION. APPROVED EQUAL >4 CONSERVATION CCINS7TIl1C71CM1 CODE AND ALL ASSOCIATED Q COMPLETE102 IN ALL RESPECISAND NO EXTRJASWILL BEALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BY TRUSSIOST MacMIL1AN OR WITH STANDARDS REFERENCED THEREIN G� MATERIALS AND/OR LABOR REQUIRED TOCOMPLETETHE WORKAS INDICATE0. APPROVED EQUAL AND INSTALLED ASPER MANUFACTURERYSPECS 2.ALL STRUCTURAL DIMENSIONAL IUMtERTO BE DOUGLAS FIRIARCH NO.NOR 3.ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF Vr COPPER MAINS EQUAL WITH A MINIMUM FIBER STRES5 OF 900 PSI,E•2,60D,000,G-0.49. REFERENCED CODE PRINTING: P 3.TIFF CONTRARORSHALLINYESTGAlE 7MESITE AND FAMILIARIZE HIMSELF WITH 3.ALL DIMENSgMSARE TO FACE OF GYPSUM BOARD FOR STUD WALLS,OR FACE ..ALL MAIN PLUMBING VENT AND WASTE LINES 70 BE A MIN.4'IN DIX AND TO 2020 RESIDENTIAL CODE } T4EXC511NGCONOTT10N5 PRL0R70THE START OF ANY CONSTRUCTION ALL OF MASONRY FOR MASONRY WAILS,UNLESS OTHERWISE NOTED. 3.ALL WOOD MEMBERS D CONTACT WITH CONCRETE OR MOST CONDITIONS AS BECOHNERE070AN APPAOVFOSANRAiIY SYSTEM. EXISTING CONDITIONS AND DIMENSIONS SMALL BE VERIFIED ANY PER NYS ROC TO BE ACQ LUMBER,FASTENERS FORACQ LUMBER TO BE HOT ESCPEPANCIES SHALL BE BROUGHT 70 THE ATTENTION OF THE ARCHITECT 4.DOUBLE ALL BEAMS OR JOISTS UNDER SATMUB(S),HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. S.ALL CLEANOUTS TO BE LOCATED AS PER MYSCOOE • ICC ANSI Al 17.120M 3 PRIORTO COMMENCING WITH THE WORK PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR.OF CEILING,AND g ROOF,UNLESS OTHERWISE NOTED. 4.FLOORSRALL NOT BE LOADED UNTIL LATERALLY SPACED AS PER NYS RBC AND/ 6.IF HOT WATER HEATER 5 REQUIRED,MINIMUM SIZED TO BE40 GALLONS • ASHRAE 90.1-2013(JULY 2014 PRINTING) m 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS S CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE.INCLUDING ALL BLOCKING,SHEATHING,RIM MINIMUM,ORATANIQFSSWATER HEATER INSTALLED AS PER NTS CODE a 4 THE ARCHITECT'S OFFICE MUST BE NOTIFIED Of ANY VARIATIONS FROM THE S.PROVIDE METAL SUPPORT HANGERS ATALL FLUSH FRAMED FLOOR AND CEILING BOARDS,BRACING,ETC • ASCE 7.2010 Ind DIMENSIONS AND CONDITIONS SHOWN GNTHE DRAWINGS.PROVIDED JOISTS,ROOF RAFTERS,HEADERS AND BEAMS. 7.HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER FITS t) DIMENSIOFS ARE TOARVAl FIflO CONDITIONS ANONOCREDIIS SMALL WOOD DECKING TO BE NAILED ANDGlUEO. RESIDENTUI AND NYS ENERGY CONSERVATION CODES. • ASCE 24-2D4 z OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UPTO l-W IN ANY 6.PROVIDE CONTINUOUS METALTERMITE SHIELDS AND ACQTREAYEDWOOD Allmao�AJSRE MEASUREMENT. PLATES ALONG PERIMETERWALLS,COMPACTOR TO ENSURE MINIMUM OF 6 IS ENGINEEREOWOOD MEMBERS INDICATED IN THESE DRAWINGS ARE 70 SEAS S.SIZES AND TYPES OF APPARATUS,EQUIPMENT,AND SYSTEM COMROLSSHAU • A17.1-2013 A9R4ANpIRia BETWEEN GRADE AND WOOD SILL MANUFACTURED BY TRUS JOIST M4cMIISAN.ALL MEMBERS TO BE INSTALLED IN COMPLY WITH THE NY$RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. A4aRCHtaaAT<RJMJta S.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. , IawmF ORDINANCB,RUTS AND REGULATIONS.CONTRACTOR SHALL ARRANGE FOR 7.MINIMUM(2)2 X12 HEADERS OVER ALL OPENINGS,UNLESS OTHERWISE NOTED ACCA SiIH AANlN1LJd S-J-20114 S 2011 - ALL NECESSARY PERMITS AN0INPECTIOd INCLUDING THE OCCUPANCY 7.NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE - CERTIFICATE L ALL STUO,JOST AND RARE R FRAMING SHALL BE PROVIDED WITH KOCKINGAS ACCEPTED UMISSALTERNATE SPECIFICATIONS ARE PRESENTED AND D-2014 N C A R B MTHENYS RESIDENTIAL BUILDING CODE ALL STIIO BEARING WALLS 70 LIVE ACCEPfEO eY TNEARCHITECISPFUOATO START OFCONSTRUCTION. fi THE WORK SHALL INCLUDE ALL MATERWSAND LABOR NECESSARY TO SPUD BRIDGING AT MID-HEIGNT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETECONS'TRUCTION AS SHOWN ONTHE DRAWINGS ALL CONfPACTOS SIGN-OFFS H INCORRERJOtSM ARE INSTALLED. AND SUBCONTRACTORSSHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9.ALL FIREAOPPIXG AND BLOCKING TO BE INSTALLED ASPER MS RESIDENTIAL GENERAL STRUCTURAL NOTES GF THDRWORIS COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND BUILDINGCODE. LASE ONLY MANUFACTURER'S RUM BOARDS AT ENDS OF SPANS OF ENGNEERED SECURITY GN THE JOt SITE.THEARLHRERANDHIS AGENTS ARE NOT 106M-SOLO LAWN DIMENSIONAL LUMBER 5 NOT ACCEPTABLE Ln RESPONSIBLE OR LIABLE FOR THE ABOVE AND 5HALL BE HELD HARMLESS 10.USE WA7ERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND W CY) INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS OR WINDOWS. 9.CUTTING NOTCHING OF ENGINEERED SEAMS AND JOISTS FAMBEEIN L CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND LMMEOWTELYcn LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER%SPECIFICATIONS,FAILUAETO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THEOMWINGS HESWLLL r-1 11.FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS, FOLLOW MANUFSPEJS WILL RESPONSIBLE IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPIBLE FOR SAME 7.ALL WORK STO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS,CHIMNEYS.ROOF VENTILATORS,HIPS,FUDGES,VALLEYS,CHANGES REPIACED AT THE GENERAL CONTRACTORS EKPfNSE .ALL STRUCTURAL WORK SNAIL BE COORDINATED WITH ARCHITECTURAL W } NEW YORKSTATE GLASS AREAS USED ANYWHERE BY THE WORK SHALL BE OF ROOF SLOPE,ANDGABLE ENDS. OWBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN'W VALUE SO.CONTRACTOR TO OBTAIN SHOP DRAWINGS Of ALL ENGINEERED FRAMING$BOA ELECTRICAL,PLUMBING,ETC REQUIREMENTS IISOIEPANCIFSANDIOR Q Z OF.3S ALL EXFERIOR OOOASSHALL HAVE INSUTATEDCORES WITH A MIN'U' ILALLGYP.60.WALLS AND CEILINGS TO BE TAPED,SPACKLED,3 COATS,AND TRICE JOIST MacMILLAN PRK)RTOSfARTOF JOIST INSTALLATION.RF LL FEATO INTERFERENCES SHABE REPORTED70THEARCHITECISIMMEDLITELY UPON l3J VALUE OPAO. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FORSPECIFC FRAMING DETAILS NOT DISCOVERY. INDICATED CRY THESE DRAWINGS ALL WEB PENETRATIONSAS PER LU S.CONTRACTOR SHALL BE RESPONSIBLE FORADEQUATELY SPACING AND 23.WATERPROOF GYP. TO BE PROVIDES AROUND TUBAND ONWETWALL WALL MANUFACTURERS DETAILS.INSTALL ALL BLOCKING,STIFFENERS,ETC ASPER 3.ALL WORKSNALL BE GOVERNED BY THE LOCAL BUILDING CODE(LATEST PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, BATHROOMS. MAN UFACTURERS DETAILS AND SHOP DRAWINGS. EOgON),AND ALL REQUIREMENTS SPECIFIED IN THE CON SHALLBE ENERGY CODE COMPLIANCE � E3 a COUAPSF,DSfOPTION AND N SAUGNMENTACCOR DING TOAPPLCABLE CODES, ADHERED70AS IF CALLED FOR OR SHOWN ONTHE DRAW WGS THIS SHAH STANDARDS AND GOOD PRACTICE 14.BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11.AS PER NEWYORKSTATE BUILDING CODE,MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THATANY REQUIREMENTSSETFORTHONTHE FAN(SOCEM MINIMUM)CONNECTEDTOUGNTSWITCH AND OUCTEDTOTHE FONALL ENGINEERED LUMBER MUST BE ON-SHE FOR REVIEW BY BUILDING DRAWINGS MAYBE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN 1.ENERGY CODE NOTES AND SPEDACATDNS ARE BASED ON •'� 9.CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING WATER, EXTERIOR INSPECTOR DURING COURSE OF CONSTROCTIOL THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY THE MOST CURRENT OJTERNJ1TiOT1AL RESIDENTIAL BUILDING �I Z SAXRARY OR IffllllY LANES INABU OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE CODE CHAPTER II ENERGY EFMENCY AND THE LATEST NEW Uj O () HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND IITIUTIESAND 15.ALL WINDOW DESIGNATIONS ARE MRANDU50N HIGH PERFORMANCE400 SERVICES.IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACrORWILL SERIES GLAZING. 4,PERFORM THE WORK OF ALL TRADES IN A COMPLETE,THOROUGH AND YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. z �. REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICESINSPECTION OF HIS WORK. 1E GCTO(STALL HARD WIRED SMOKE DOERORS AND OTHER LEE SAFETY AND ALL REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE 2.ALLPROJECTSINNYS000NTIESLIEINCLIMATEZONE4A- EQUIPMENTTOMEETALLAPPLICABLECODES. W Q CONCRETE NOTES S.GENERALCONfRACTCRSHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3.INTERIOR DESIGN TEMPERATURES FOR LOAD CALCUUTIM14S O J 10-THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL 17.GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED70 AND PROTECTION OF ALL WORK DURING CONSTRUCTION AG"ST DAMAGE, SHALL BE 72'FOR HEATING AND 77 FOR COCIIJNG / , LL1 cc FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH COLLECT ALL OWN WATER RUNOFF-COLOR AS PER OWNER. 1.ALL CONCRETE SHALL BE I.74 MIX,Fc•4WD PSL BREAKAGE COLLAPSE,DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH V SHALL BE FURNSHEDTO THE FIRE MARSWLLL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL WG GOVERNING CODES.ALLSHORAIABRACWG 4,UNLESS SUPERCEOED BY CALCULATIONS EASED ON ENERGY , SUCH PMTERIALSAND PRODUCTS 2.WHERESLABS ARE SUPPORTED ON FILL THE FILL SHALL BEPROPERLY SHALL REMAIN IN MACE UNTIL NEW STRUCTURAL MEMBERS RAVE BEEN PERFORMANCE SOFTWARE,ALL INSULATION VALUES FOR W 21. DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLEDANDIOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR COURSING, ALL OUSTING COMOIT,AI THEY MEKTRELATETOE AND RE LIGHTING CLIMATE ZONE 41N TABLE N1102.12 ON SHEET T-4. COTITION,WIRING,PLUMIGM,ADDUCTW,RKTHAT ETC MOVE ANDCONCEAL ONCATEEAL ANY 1.INSTALL PRE-MOOED EXPANSION JOINTS AROUND PERIPHERY DF SLAB AND 6.ARCHITECTCONTRACTOR'S T OF ARECORD SHALL NOAUTIONOltF BE TOEFOR THE WORK SELATING Ln PARTITIONS,ORS„WIRING,PLUMBING REVISED, TO F RWORKCOM MAYBE COA L DIN L DEMOUTION WORKSIULL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS.JOINT MATERIAL TO RAVE INSULATION VALUE OF TO7HEQUE5 OR ROC DUES PRECAUTIONS THE T ONTRAC MEANS,MCHODS, S,IN LIEU OF THE PRESCRIPTIVE COMPOAENf ME7HO0, Ol WALES ORCFILINGS BEING REVILED,TOPROMOEACOMPLETE NOB IN ALL ANDSTATE REGULATIONS,INCLUDING ALL PERMITS AND UnLFTY CUT-OFFS R-S FOR BUILDING CONSTRUCTION IRSWOQUES OR PROCEDURES REQUIRED FORiNECOMAKTOP TO DEIIFOHRM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. HS WORK 2.PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4.STEEL REINFORCING BARS SMALL BE IN ACCORDANCE WITH ASTM AGIS GRADE ACCEPTABLE TO COMPLROVEIANCE BULL SOFTWARE TomGY s 12.PRO NGABLOCKINGLL AND PoOVE AFTER ODMPORFPAAALL OF NEW Of NNE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 242.197S,BUILDING 60 DEFORMED. 7.GEXERAICONfRACfOASMALL BE ABPONSIBLE FORALLSAfEfYCONDIfIONS COAIPLIANCE-CCIM>PIJANCE SOFTWARE TOOLSSWILL ANDORISTIHG IRE/S,INSTALL AND REMOVE FAfiER LOMPIETION)ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATINGTO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE REPORT THAT DOCUMENTS THAT THEE PROPOSED TEMPOURSUPPORTS,NUDERSANDOSTSCREEASTOADEQIIATELY S.MINIMUM UP Of 04 REINFORCING BIAS SHALL BE 20-AND FOR85 TO ADJACENT OCCUPANCIES, DESIGN COMPLIES WITH THIS SECTION,AND SHALL BE SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY 3,PROVIDE ALL TEMPORARY NUACAOES,RAILINGS,LIGHTING,ETC REQUIRED REINFORCING BARS 26'. SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. KIND,INCLUDING DUST. TO PROTECT THE WORKMEN,OWNERS PERSONNEL AND OTHERS FROM INJURY (INCLUDED ON TIES SHEET IF APPLICABLE). m 13.FLASH,CAUUAND SCALALLJUNCTIDNS OF NEW AND EXISTING ROOFS,WAILS, WETOTHEDEMOUTIONWORK PROVIDE FREEANDSAFE PASSAGE OF p OERSONSTO AND FROM AREASAND FACILITIES WHICH ARE TO REMAIN 6.AS PER N71022,WHERE R49 INSULATION IS REOUNED IN W a AND PENETRATIONS,TO FORM A WATER TIGHT ASSEMBLY-ALL FLASHING TO BE ATTIC CEILING SPACES,INSTAW NG RJB OVER/00%OF THE s 16 OUNCE AND EXTEND AT LEAST B'ABOVE INTERSECTING SURFACES. 4.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST COUNG AREA REQUIRUNNG INSULATION SHALL BE DEEMED TO 1/.ALL ELECTRICAL WORK SNAIL TO BULB AND REGULATIONS OF THE WEATHER(RAIN,WIND,STORMS,FROST OR HEAT)SOASTO MAINTAIN ALL WORK SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER d� z m MATERIALS,EQUIPMENT AND FIXTURES FREE FROM DAMAGES,REPAIRANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED Rah INSUUVON EXTENDS EL O RBIDENNIL CODED NYS AND THE APPROVED ELECTRICAL INSPECTOR DAMAGETO PROPERTY Of THE OWNER WHICH S TO REMAJN IN USE,OR TATOF OVER TEE WALL TOP PLATE AT EAVES. Q ` THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWN ER CONTROLLED INSPECTION PRORTOfINAIPAYMEM. ANY PERSON,OR PERSONS ON OR OF THE SITE CAUSED BY THE DEMOLITION 1.ALL ELECTRICAL WORK TO 8E IN ACCORDANCE WITH THE RULES AND cS W WORKWITHOUT ADDITIONAL EXPENSE TO THE OWNER REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORKSTATE AND ALL 7.AS PER N7102-S2,WHERE INSULATION VALUES ABOVE RJO W DO p F OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS ARE REQUREDNCJJUNGS 1M1140UT ATTIC SPACES AND THE LU N IS.iHEFMIRE PREMSES,JNSIDEANDOUT,SWLLL BE 0.EANE00FAIU DEBRIS S.CONTRACTOR SHALL ADEQUATELY SPACE AND SHORE ALL EXISTING NF-- ANDOICESSAATERULS,TO THE SATISFACTION OF THE OWNER,INCLUDING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE Ur Ww STRUCTURAL ELEMENTS TO REMAIN DURING OEMOLITIOL AND CONSTRUCTION. L THE CONTRACTOR STO PROVIDE AN ELECTRICAL INSPECTION AND AN 1.AS PART OF THE CONTRACT FOR CONSTRUCTION.THE GC FOR THE PROJECT W r W w m LASERAND PROTECTIVE COATINGS ONALL MATERIALS. REQUITED INSULATION,TEESEMEF UE REQUIRED BRACING TO REMAIN UNDERWRITERSCEITfIFKATE TOTNEOWNERUPONCOMPLETION OF 771E WORK MOST RETAIN ATHIRDPATtttEHGINEERING CONSUITAM(SPECALINSPERO0.) FOR SUCH RCKIFJCF.ILINCT ASSEA�JE66HALL BE RJO.THIS IS = _~ INSTALLED IN THEIR ENTIRETY. TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS U O S y p lfi S,SIGNT BY RNAUPAYMENT MIST A ACCOMPANIEDWITHA WAIVERIN 3.ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND UNITED TO S00 SQUARE FEET OR 20%MAX OF THE TOTAL TOTH GENE AL ALL CONT ACTOR. TORS AND MATERIAL SUPPLIERS,IN AD MINOR 6 PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRE$. INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT, CEMENNGEBAR PLACEMENT, CEMNT,KEBAB COVER,INSTALLATION, INSULATE CEILING AREA.INHOCtEVER IS LESS. TO THE GENERAL CONTRACTOR REMOVE ALLACCUMULATD DEBRIS PROMPTLY.DISPOSAL M BURNING WILL CONCRETE FORMWORK MCEMEM,REPAR PO RNG DI TRIBU COVER SPECIFIED CONCRETE STRENGTH,CONCRETE P LI FRA INGIUCLUDINOIL 17.PERMIT FEES FORANYANDALL GOVERNING AGENCIES ARE THE OWNERS W R BE,.ERMITTEOONSITE ALL DEBRIS SMALL BE OSPDSEDOFINA LEGAL G RAGEANDAS AND REQUIRED PROVIDED IN ALL BATHROOMS,KITCHEN, CONCRETE ULTIMATE STRENGTH,MASONRY,ALLiRAMING INCLUDING JOISTS, VERIFIED BUSS HAVING AS RING KALE ALLBETESTED AND RESPONSIBIUY.THEARCHTECIS TAKE NO RES►ONSIBILITY FOR DELAYSO WORKMAN-LIKE MANNER GARAGEANDAS pFQWRED STCODE SCAMS AND GIRDERS,BOLTING ANDALLSTEELCONNECTIONS(BOLTEDANO THREE I CK AS AIR HOURIN CU ATE ZONE 4. EdNO GOVERNMENT AGENCIES. EABLE WELDED).ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS THREE AIR CHANCES PER HOUR IN CLIMATE ZONE 4.TESTING TO LALLSHINGS ANDDCORITELSAALL BE EPMEMINDPROTPoED FROM TS.EIMPOSEELECTR1ALL8E TPEADEMANSED AS EQUIAEDWORDER TO MARINE WORKPROGRESSES. COMPLY WITH THE REOUREMENTS OF THIS SECTION. � 15.CONTRACTOR SHALL MAKE NO Sl1851ITUT10N5OROEYIATIONf FROM THESE DAMAGE ILTHEO OWNER DETERMINES STHEC COURSE PROTECTED FROM THE IMPOSED EIFRpC LOAD AT PEAK DEMAND. s CCNSTRUCTION DMWLNGS WITHOUT SPECIFIC APPROVAL FROM THE DAMAGE UIIfIL7HEOWNEA DETERMINESTHECOURSE OF ACTION TO BETAKEN L CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS - z ARCHITECTSPRICRTOSTART OF WORK ANY CHANGES MADE SYTHE WITIISAME. CONDUCTED SYMUNN3PAUTIES,AND REGARDLESS OF WHETHER OR NOT WORK _i 7 CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING L PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BYTHE BUILDING INSPECTOR OF THE LOCAL MUNCUPAUIY Q Q INCODEVIDUTIONS ORCAUJSING THE FAILURE OF ANT BUILDING DEPARTMENT SfRVCEINSUCHAMANNERASTOAVODINURRUPTIONOFTHESEUNES. NAVIHG1Up150CTgN Q Z INSPECTION OVAL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED l0 NONCOMPINHTWORKTOMfEf THE REQUIR�DSPEOFICATIONSAT CAP ALL UTILITY LIMB TERMINATED BYTHE DEMOLITION WORK RNA MANNER THE HVAC NOTES 3.I FINAL ATION, MUST BE BY A NY STATLICESEDE ECESATPRENTONCOMPLETION COMRARORSCOST.ARCHITECTS WILL NOT RE RESPONSIBLE FOR APPROVED BY THE GOVERNMENTAL AIITHOUTKS AND UTILITY COMPANIES U p O INSTALLATION,CERTIFIED BYA NY STATE INCENSED ENGINEER PRESENT ON aW CONTRACTOR DEVIATIONS FROM THE APPROVED PLANTS. HAVING NpS0C1IO1. SOE DURING INSTALLATION TOCERTIFYTRATAIL NIESAAE INSTALLED AS PER 5 LUV IF- = Q 9.ALL EXISTING DUCTWORK,ELECTRICAL EQUIPMENT,ETC IN AREAS TO BE 1-ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE SEARING CAPACITY OF 200%(DESGN LOADS INDICATED LJ l5 19.UNLESS SUPERSEDED BY ASEPARATE CONSTRUCTION ADMINISTRATION DEMOLISHED SHALL BE PROTECTED ANO RFLCCATFDAS REWIRED AOCORDNG OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ON FOUNDATION PLAN X A SAFETY FACTOR O 2). AGREEMENT BETWEEN THE OWNERARDTNE AR[NITER,THE INFORIMTION TO FIEIDCGN01TION5. AND ALL STANDARDS REFERENCED THEREIH. SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4.CONFIRMINTION SHALL BE PROVIDED BY THE GC TO THE ARCHITECTS SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER 10.PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK LTHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE(STALLED 54,000 PSI STRENGTH AS CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION O S BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE SYSTEM AND ALL DUCTWORK.BASED ON THE CODES ABOVE INDICATED IN THE DRAWINGS,EVIDENCED BY 7 AND 28 DAY BREAK REPORTS OCT - 1 2025 CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALLAPPUCADFEODES.IN ALL CASES,THE ARCHITECT It.LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING S.A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARMITECTS DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WHERE NEWCONSTAUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM,IF APPLICABLE,AND DETERMINING IF THE EXISTING SYSTEM at THE D.C.UPONCOMRETIoN Of WORK CERTIFYING THAT ALL WORK HAS SEEN WITH DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS WALL SSUFFKTENTTO HANDLE ANY ADDITIONAL HEATING/CO0UHG LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION .wac SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQURED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS. �\ 22.WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERJOI 4.CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SWIFT LOCATIONS fiGARYTCHRINGUIRIAN,AS ARCHITECT OF RECORD,HAS NO RESPONSIBILITY FOR A WAIL REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TOIXISTIHG STUDS,IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO fABR1UTONAND 1N5TAUATNIN. CONSTRUCTION SUPERVISION,MANAGEMEMORCNSPECfIOf6IXANYIIHD. �'I SouthoSld Town _Ux Board of Tr(.�,S (2020 NEW YORK STATE RESIDENTIAL CODE EFFECTIVE AS OF MAY 12TH, 2020 R701.1•APPUGTON: R317.1"PROTECTION AGAINST DECAY: R501.8-BEARING RA023.1•CEIUNG JDISTMD RAFTER CONNECTIONS: BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE CONSTRUCTED TO ARfiAS SUBJECTTO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS DF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOTLESS THAN 1 11T CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE >4 SAFELY SUPPORTALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS, AND GRADE OF LUMBER,PRESSURE PRESERVATNE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS TWIN 3'ON MASONRY OR CONCRETE WITH TABLE R4102.5.1 FT(9),AND THE RAFTER SHALL BE WILED TO THE TOP WALL PLATE AND WITHINfA { FLOOD LOADS,SNGWLCADS,WIND LOADS A SEISMIC LOADS AS PRESCRIBED BY AWPAUI.'THESE AREAS INCLUDE WOOD JOISTS IN IS'ANDWVOD GIRDERS EXCEPTVAE SUPPORTED ON A I'X4'RIBBON STRIP AND NAILEDTOTHE IN ACCORDANCE WITH TABLE RW2.7(l).CEILING J04STS SHALL BE CONTINUOUS OR Q� THIS CODE.THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN IT OF EXPOSED GROUND N CRA1A.SPACES•WOOD MEMBERS THIATRESTON ADJACENTSTUOORBYTHEUSE OF APPROVED JOIST HANGERS.THESEARWGON SECURELY JOINED IN ACCORDANCE WITH TABLE R802S.1(9)WHERE THEY MEET OVER WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN V FROM MASONRY OR CONCRETE SHALL BE DIRECT,OR A SILL PLATE OF 2 MIN NOLINJLL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND,SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS.THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST,BEAM OR GIRDER CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. G y THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.L1-FLOOR SYSTEMS: 2 THE CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVIIGACLEARANCEOFLESS THAN T FROM THE GROUND AND WOOD =SFTRAMNG FRCMOPP05(TE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEUNG JOISTS ARE NOT CONNECTED TO THE RAFTERS ATTHE TOP WALL FRAMNGff RRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN WAND SHALL BE NAILED TOGETHER WITH A MIN OF THREE HOd FACE PLATE,JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER < R3011.12-PROlEOTIONCFOKNNGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. TIES,OR RAPIER TES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE.WHERE EXTERIOR OLAZIN(G IN SIALDINOS LOCATED IN WINDBOINE DEBRI9 REGIONS SWLLL 111AL1 PRIOR TOINSTALLATON. CEUI40 JCISTARB NOT PARALLEL TO RAFTERS,RAFTER TIES SHALL BE INSTALLED. Be PROTECTED FROM VBNDSORNE DEBRIS AS PER ASTM E 1998 AND ASTM E ISWAS ERS02.7.1•BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 7 X 4%INSTALLED W ACCORDANCE WITH THE 4 MODIFIED BY 3012.1.2.1.EXCEPTION:UPON COMPLETION,CONTRACTOR SHALL A310.1-SUBTERRANEANTERABTE CONTROL• W. IEXCEEDINGTHE DEPTH OF A NOMINAL 2.12 SWILL BE SUPPORTED LATERALLY CONNECTION RECIIIREMENTS IN TABLE 58025.1(2),OR CONNECADNS OF PROVIDE IYY PLYWOOD PANELS Or-T MAXIMUM SPA14 SIZED TO FIT OVER EACH ALL SITS ATFOUIDA7GNS TO BE PRESSURE PRESERVATIVE-TREATEDY.000IN BYSOUD BLOCKING.DIAGONAL BRIDGING(WOOD ORMEnLL).ORACONT I�7'STRIP EQUIVALENT CAPACITIES SMALL BE PROVIDED.VMIERE CEILING JOISTS OR RAPIERS j 1 2! GLAZED OPENINO.PANELS SHALL BE PREGXRANND ATTACHED TO THE FRAMING ACCORDANCE WTHAMA STANDARDS AND R317.1.PROVIDE METAL.PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED.THE RIDGE FORMED BY THESE RAFTERS SWUM BE SUPPORTED AHc elGoun[ SURROUNDING THE OPENING CONTANNG THE GLAZED OPENING.PANELS SHILL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL WOO. BY A WALL OR GIRDER DESIGNED W ACCORDANCE WITH ACCEPTED ENGINEERING NJ°JaA maaa PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. ARatAUilNaIHILnuM WITH THE ATTACHMENTHIARDWWREPROVIDED.ATTACHMENTMAHDWARE AND R401A.1-GEOTECHNCAL EVALUATION: R502.6.1-SAVMLUTAjER-CUTIINO.NOTCHNO AND DRIVING: p� PERMANENTLY INSTALLED ANCHORS ON 711E BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANIIATEDWITHA NDTCHESNSCIUDLUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHWA BE CONNECTED IN THE - CORROSIONAESISTANT. WI47H AA MMMUA BEARING CAPACITY OF 1.500 POUNDS PER SQUARE FOUCTURAL SIX TEST.ALL FOOTINGS SHALL BEAR ON SOLID. OT. THE SgL ONE-SIXTHTHE DEPTH OF THE THE DEPTH OF THE MEMBER AND SK4 LR.SHALL NOT BE LOT BE OCATED IN THE �0EHE-THIRD TIES UPPER SH A L NOT BE LESS THAN SPACE�SPA�ODNOTMORE NTH TABLE R502.3.1.TWW 4 FEET ON CCEEN ER N C A R B R3N22-SELSMCPROVISIONS: ONE-TH DOFTHESPAN.NOICHESATTHE ENDS OF THE MEMBER SHALL NOT PROIECTUES INSEISNUG ZONE BOR C,AND AS ACNE OR TWO FM9LY RESIDENCE IS R403.1.8-FOUNDATION ANCHORAGE: EXCEED ONEfORTH THE DEPTH MEMBER THE TENSION SIDE MEMBERS R801.7.12-RAFTER NO7CHACEIUNoJOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS CF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS,WOOD SOLE ACHES OR GREATER IN NOMINAL T}ICJGESS SHALL NOT BE NOTCHED EXCEPTAT TAPER CUTS AT THE ENDS OF CEILING BY SHILL NOT EXCEED CNE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OFTHE MEMBERS.THE DIAMETER OF HOLES BORED OR CUT INTO DEPTFI OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR R302.9-FLAME AND SMOKE INDEX FOR WALL AND CEILING FINISHES: AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SWILL NOT EXCEED ONE•TRED THE DEPTH OF TIE MEMBER HOLES STUD WAIL. YYAILAND CEILING FINISHES SHALL HAVE A FIAMES ND PREAD INDEX OF NOT GREATER MINIMUM OF 1!l DIAMETER ANCHOR BOLTS SPACE AT 8 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 21NG1ES TO THE TOP OR BOTTOM OF THE MEMBER,OR SMOKE W InTFAV1200 AND SMO SPREAD INDEX OF NOT GREATER THAN 450. BOLTS SHA L EXTEND A OF 7INCHES INTO CONCRETE OR GROUTED CELLS TOANY 01 ER HOLE LOCATED IN THE MEMBER MERE THE MEMBER IS ALSO R802.8.1-BRIDGING: OF CONCRETE MASONRY UMTS.THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. RAFTERS AND CEIUNG JOISTS EXCEEDING THE DEPTH OFA NOMINAL 2X10 SHALL BE V crO r-I R302.10.1•INSULATION INSUTA710N: THIRD OF THE WIDTH OF THE PIAIE.A M1TARD WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL) Z e-1 MATERIALS.INCLUDING FACINGS.SUCH AS VAPOR RETARDERS OR VAPOR EACH ANCHOR BOLT.THERE SHALL BE AMLNIMUM OF TWO BOLTS PER PLATE R502.82-ENGINEERED W000-WT11NG.NOTCHING AND DRILLING: OR A CONTINUOUS IRON'WOOD STRIP NNLEDACROSS THE RAFTERS OR CEILING ',- PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CELINO ASSEMBLIES, SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THIN SEVEN g .NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING K 00. W ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL BUT DIAMETERS FROM EACH END OF THE PLATE SECTION,INTERIOR BEARING WALL STRUCTURAL GLUE4JlMNA7ED MEMBERS,CORSSNM/INAIED TUBER MEMBERS OR Q z HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SOLE RATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED HOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURERS RAMA-ROOF VENTILATION REOUIRED: LAJ SMCI(ECEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED AT71CS AND ENCLOSED RAFTER SPACES FORMED MERE CEILINGS ARE ASTM E84 OR U.723. SPECUFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS LU (DR404.1.7-BACKFILL PLACEMENT: DESIGN PROFESSIONAL VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED W R301.12-DRAFTSTOPPING BACIffRL SHALL NOT Be PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW.VENTILAT)ONOPENNOSSHALLHAVEA 0 0 IN CCKUPJSnBLE CONSTRUCTION WW¢ AND RETHERE IS USABLE SPACE BOTH ABOVE A BEEN ARAINSTALLATIONY THE INSTALLATION ON OF THE FLOWSYSTEM,AND THE CONCRETE RSM9-FASTENING LEAST DIMENSION OF 1N16'AND 1N4'MAXIMUIM,OPEMNW IN ROOF FRAMING Ia. V BELOW THE CONCEALED SPACE OFA FLOORCBI ENG ASSEMBLY,DRAFTSTOPS SHALL HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED,FRAMING SHALL BE NAILED IN ACCORMNCE WITH MEMBERS SHILL CONFORM TO THE REQUIREMENTS OF SECTION R602,7,TREQURED BEINSTALLED SOTRATTHE AREA OF THE CONCEALED SPACE DOES NOT EXCEED TABLE R8023(1).W4ERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SWLLL OPEN DIRECTLY TO THE OUTSIDE AIR J z ~ 1,000 SQUARE FEET,DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO UR406.1-CONCRETE AND MASONRY FOUNDATION DAMPPRODFING: SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE J D APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EXCEPT AS SPECIFIED IN R4062,FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R8082-A9NMUM VENT AREA LU 0 U MEMBRANE ABOVE RANE ABOVE AND A CEILMEMBRAE BELOW,DRAFTSTOPPING SHALL BE ENCLOSE USABLE SPACESARDFLOORS LOCATED BELOWGRATE SHALLBE THE MINIMUM NET FREE VENTILATING AREA SHALL BE V1E00F THE AREA OF THE Z Q I PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOW NO DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507 7.1-DECK POST TO DECK BEAM: VENTED SPACE 0 CIRCUMSTANCES:(1)CEILING IS SUSPENDED UNDER THE FLOOR FRAMING,R)FLOOR MASONRY WALLS SHALL HAVE 3W MINIMUM PORT AND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED FRANNG IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. TO THE EXTERIOR OF THE WALL.PPRGING SHVLLLSEDMIPPROOFEDWITMA POST-TO BEAM CONNECTORS SIZED FOR THE POSTAND BEAM SIZES.ALLSOLTS PM.I.1•ROOFUNDERLAYMENT: � LLLJ a BTWUMS COATING,3 PO4JNBS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT, UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM 0228 TYPE 1, O J O - R301L -GLAZINGNIIII7ARDOI15 LOCATIONS: ORIlr COATOFSURFACE BONDINGCEAIENTCOMPLYWGWTIAS7NCBS7. ASTM 0480 TYPE 1,11.111 OR N.ORASTM D6757. W GLAZING IN THE FOLLOWING AREAS SHAWL BE TEMPERED SAFETY GLAZING:GLASS IN R507.8-DECK POST HEIGHTS' V ' SWIGINGANDSUOING DOORS AND FIXED SIDELIGHTS.TUS AND SHOWER R4082-CONCRETE AND MASONRY FOUNDATION WATERPROOFING: THE MAXMUAHEIGHT FOR A$N DECK POST SHALL BE a FEET.THE MA)UMUM FOR ROOF SLOPES 2 ON 12 70 4 ON 72,UDEFLAYMENTSHALL BE TWO LAYERS OF N ENCLOSURES,ADJACENT TO DOORS WITHIN 24.ANDWANDOWS WITH AREAS OF IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 8X8 DECK POST SHALL BE 14 FEET MEASURED FROM THE BASE TOTE 158 FELT IN 38'STRIPS WITH MMMUM OVERLAP OF IV.FOR ROOF SLOPES 4 ON II W Q - Ul 9 SQUARE FEET.HAVING THE BOTTOM EDGE OF GLAZING LESS EXIST,EXTERI OR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OFTE BEAM. AND TREATED,UNDERLAYMENT SHALL BE ONE LAYER OF 151 FELTAPPUED IN = LOU THAN IC ABOVE THE FLOOR THE TOP EDGE OF GLAZING MORE THAN 3W ABOVE THE LOCATED BELUVGRADE SHALL BE WATERPROOFEDWTHAMEMBRANEEXTENDING SHINGLE FASHION,PARALLEL TO THE PAVE AND LAPPED 2'.END LAPS SHALL BE 4' 0 FLOOR AND A WWLONG SURFACE WITHIN 36'HORIZONTALLY FROM I EGLAAZINNG. FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE.THE MEMBRANE SHALL R507.8.1-DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY B FEET. LA CONSIST OF 2-PLY HOTMOPPED FELTS,55 POUND ROLL ROOFING,SMIL POLYVINYL POSTS SHALL BEM ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL Ol R310-EMERGENCY ESCAPE AIDRESGIE OPEMOHGS' CHLORIDE,GML POLYETHYLENE,40ML POLYMER-MODIFIED ASPHALT 60MIL D(SPLACFMEMAT THE BOTTOMSUPPORT LATERAL RESTRAIN SHIN.BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. BASEMENTS,HHABITA3LE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST FLEXIBLE POLYMER ASPHALT.iW CEMENT-BASED FIBER4REIF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING IRE COATING,OR SCAR!L SOLVENTWREE LIOUDAPPL1ED SYNTHETIC RUBBER ALL JOINTS 5507 AND THE M ANUFACIURERS INSTRUCTIONS. RN&I2•ICE OARRERS: FOLLCWNG REQUIREMENTS: LAPPED AND SEALED WITH M ACAESW REMENTS: IN MEMBRANE WATERPROOFING SW PROVIDE AN ICE SARRNEA CONSISTING OFA SELFAMERLING POLYMER M CDORED COMPATIBLE WITH THE MEMBRANE. R6GJ3.1-SND 517E AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINTAT LEAST 24'INSIDE THE EXTERIOR 1.SILL HEIGHT OF NOTMORE THAN 44 INCHES ABOVE THE FLOOR. ALL 57UD3 5UPPORTIN01 FLOOR AND A ROOF TO BE 2 X 4 STUDS 1S OC.ALL STUDS YOU LINE OF THE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 6 M 2. UV WUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR R407.1.2.COLUMNHALL AP PROTECTION: SUPPORTING 2 FLOORS AND ROOF TO BE 2 X 8 STUDS 1S OC. ON 12.THE ICE BARRIER S ALSO BE PLIED NOT LESS THAN 36'MEASURED GO SA SQUAREWITH FEET) WOOD COLUMNS IN CONTACT OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE BUILDING. 3.MIMMALMOPENINOMMKrSHALLBE2484CHES. PRESSURE TREATED.STEEL ODLUM.NS'SURFACES SHALL BE PANTED W 2.3 WITH A SHOP RSD2-TOP PLATE: 0 4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. COAT OF RUST414H9BRNE PANT,OR GALVANIZED. WOOD STUD WALLS SHWA BE CAPPED WITH ADOUBLE TOP PLATE WSTALLEDTO R90525-ROOF FASTENERS: n S.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS OPERATIONAL FROM THE INSIDE WWTIIDUT THE USE OF KEYS OR TOOLS. R4073-COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS.END JOINTS SHALL BE OFFSET AT LEAST 24.PLATES SHALL HAVEAMN STEEL,ALUMINUM OR COPPER ROOFING WWLS.MIN 12 GAGE HEAD,COMPLYING WITH W W B.AREA OF WINDOWVELLS SHALL NOT BE LESS TWIN 9 SF WITH A MINIMUM COLUMNS SHWA BE RESTRAINED TO PFUMNTLATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2'AND HAVE A WIDTH EQUAL TO THE STUD WDTK ASTMF 1667,OFA LENGTH TO PENETRATE THROUGH TIE MATERIALS MATERIA AND OL zm DIMENSION OF 3 FEET. BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS THAT 4'X 4'.STANDAADPIPE OR NOT LESS THANN304'INTO THE ROOF SHEATHING MERE THE ROOF SHEAT14NO 15 EL c AND STEEL COLLAANS SHALL NOT BE LESS THAN 3'0 EQUAL RW21", LESS TAN 3A4'THICK.THE FASTENERS SHALL PENETRA7E THROUGH THE 3 LL� R311.7.1-STARLAAY WI U)DTH: ANY EXTERIOR OR BEARINGi STMAY NOT BE CUT CR NOTCHED TO A DEPTH SHEATHING. O� m ~ STAIRWAYS SMALL NOT BE LESS THAN 36'CLEMATALL POINTS ABOVE THE R4Wl-CRAWLSPACEVFNTILATION: GREATER TORN 25%OF FM WIDTH.P'MBEAFM STUDS 40%WIDTH MAX).ANYSTUD w O HANDRAILHEGHT.HNDRARS SWILL NOT PROJECT MORE THAN 4.5 INCMESON THE UNDER4100R SPACE BETWEEN THE BOTTOM OFTHE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETERM NOGREATER THIN 60% R9052.8-ROOFATTACHMfiNT: UJ 4 EITHER SIDE OF THE STAIRWAY. EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL OFSTIDWDTH,AND THE EDGE IS NO CLOSER TWIN SW TO THE EDGE OF THE STUD. ASPWLLTSHINOLES SMALLHAVE THE FA MUM NUMBER OF FASTENERS REQUIRED BY wy Q Ww m HAVE VENTILATION OPENINGS THROUGH FOUNDATION MALLS OR EXTERIOR WALLS. AND IS NOT LOCATED N THE SAME SECTION AS A CUT OR NOTCH.STUDS LOCATED THE MANUFACTURER BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR K R311.7S-STAIRWAY TREADS AND RISERS: TIE MN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40%AND 60%SWLLL TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF EXCEEDS A SLOPE OF U O Q y p MAKIA411W RISER HEIGHT SHALL Be 6114 INcOES AND THE MINIMUM TREAD DEPTH FODTFOR EACH 150 SQUARE FEET OF UNDERFLOOR SPACE AREAL ONE SUCH BE DOUBLED WITH NOTMORE THAN RNA SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12,SHINGLES SHALL BE NSTALLED AS REQUIRED BY THE MANUFACTURER SHALL BE 9 INCHES. VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. R602.6.1-ORILLINO AND NOTCHING OF TOP f4AlE: R10039-CHIMNEY TERMHATCM: R311.7.8•STAR FIANOIALS: R406A-CRANLSPACE ACCESS: YW1EN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE TWIN 60%OF ITS WIDTH CFDUNEY3 SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WTH ACCESSOPENINGS THROUGH THE FLOOR SHALL BE AMN OF IB'X2V.OPENNGS IS REQUIRED PROVIDE A GALVANIZED METAL ME OF NOTLESS TWIN O"THICK XI BUILDING WITHIN IO FEET,BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST TWO OR MORE RISERS.HANDRANLS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES THROUGH A PERIMETER WALL SWLLL BE A MN OF IE X 21r.WHEN ANY PORTION OF 112'WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENNG POINTWIHERE THE CHIMNEY PASSES THRU THE ROOF. ABOVE STAR TREAD NOSINGS. THE THROUGHWALL ACCESS IS BELOWGRADE,AN AREAWAY CFNOTLESS7HM16- WTH(8)10d WVLS EACH SIDE MN,METALTE MUST DMN13 MN OF S'PAST EACH m X 24'SH1ALL BE PROVIDED.THE SOT7OM OFTHE AREAWAY SHWl BE BELOW THE SIDE OF THE OPENING. R312.1-OWRDS REQUIRED: THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL L POROES.BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE 06.RE THAN 30 NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R81-GENERAL MASONRY CONSTRUCTION: INCHES ABOVE FLOOR OR GRADE SWILL HAVE GUARDS NOT LESS THAN 36 INCHES MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN Q F HIGFL SUPPORT RAILS FOR GUARDS SHWA BE SPACED AT A MAXIMUM OF 4 02'APART. RS .1 LUMBER: ACCORDANCE LUMB ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE SAWN LUMBER SAIL BE IDENTIFIED BY AGRADE MARK OF AN ACCREDITED LIMBER PROVISIONS OF TMS 40VACI SDWASCE 5. N� T� RT(( 5 R314-SMOKE ALARMS: GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY M ® IL, IL, HARDWARED,INIERCONNEDIED SMOKE ALARMS SHALL BE INSTALLED IN EACH ACCREDITATION BODY TATCOMPLIES WITH DOC PS 20,INLIEUOPAGRADE MARK, ROSIOU.1-CONCRETE MASONRY UNITS: Il Nam-' IL'L�� V o SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNRES SHW1 CONFORM TO THE FOLLOWING STANDARDS: G VICINITY OF THE BEDROOMS,AND ON EACH AMTIONAL HASITABLE STORY OF THE AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. A31M C55 FOR CONCRETE BACK.ASTM C 77 FOR CALCIUM SILICATE FACE BRICK, OWEW NG PER NFPA 72. ASTM C 90 FOR LOA08EAPJNG CONCRETE MASONRY UNITS,ASTNI C 744 FOR R502.12-PREFABRICATED WOOD HOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS,OR ASTM C 1034 FOR R31S-CARBON MONOXDE ALARMS: STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK. > CARBON MONOXIDE ALARMS SHALL BE INSTALLED: HOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH D SM. HR6D23 �� 0 CT - 1 2025 1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1YJ'OFFSET FROM EACH OTHER TO A 2.ON ANY STORY OF A DOVE WNG UNIT WHERE RUELFIRED APPLIANCES AND R502.1.S-51TUCTURAL CCMEOSIIE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WT7HA GUSSET PLATE AS EQUIPMENT,SQID+UEL BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TOE.RIDGE BOARD SWLLL BE NOT LESS TAW 1'NOINAL THICKNESS AND NOT ATTACHED GARAGES ARE LOCATED,PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D S459, LESS INDEPTHTHAN THE CLITENDOF THE RAFTER.ATVALLEYSAOHIPSIHERE wAno.win ENSURE ALL SLEEPNGAREAS ARE WITHIN 17 OFA CO DETECTOR.ALL SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2'NOMINAL THICKNESS AND NOT y, ALARMS SHALL BE INTERCONNECTED TO AMWATE ALL ALARMS VhEN ONE IS RSOZ22-BLOfHONO MD SUBFLOORINO: LESS IN DEPTHTHAW THE CUT ENDOF THE RAFTER. HIPANDVALLEY RAFTERS _ Southold Town ACTIVATED,AND SHALL BE PROVIDED MATH BATTERY BACK4IP TO COMPLY WITH LA. BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO BEARING PARTITION OR BE 2034. GRADE LUMBER SUBFLOORING SHALL BE A MN OF UTILITY GRADE LUMBER,N04 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD.WHERE THE ROOF PITCH B o a rd of Trustees COW"G GE RADE BOARDS OR VOW STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING ��Q R5012.FIREBLOCHONG SHALL BE OF ANY GRADE LUMBER. JOISTS(RIDS,HIPS AND VALLEYS)SAIL BE DESIGNED AS BEAMS, \/ TABLE R301.2.1 CLUATIC AND GEOGRAPHIC 2020 RESIDENTIAL COOS-DESIGN CRITERIA - (a]ouNo xND ocsGN SErSfhC SUBJECT t0 OAUAGE FROM WINTER ICE BNSeER a aw,R R va Keu1 Nrt N YRA aW 1 raa r♦snrA••• sa y caaPlouua /It r tMRVR /�y�n SNOTJ EO 10POfa1 SPEpAL MND NNO-BORNE .1114 DESCH TRUST LWE DESCH II/XI(RUriENT HA2A�5 IREE&Z ANNUAL )+Y,r U'hr +ntr a)aomtrn LOAD ETFECTS REOON DE®oS IGK sir e ) fA1Era OEPIHA wDEz 7E11P N r•umNwevan 1W waa,e.w IFRYITE IEYP REOD aY,,...n,n'!i•c,srl �,e. `:..:.TM^ 20 FSi Its NO vE6 t10 8 SEARE S-6• Y0O-HYY 1 Is 019.F 1F5 ND 1500 57 D/p.T x pa•.hr.,a r..-Edam, ei�, a'tvl J TADL[R602]11}FASTENING SCHEDULE < avwrNu np.wlT•0 T'l rtv' Fr)w u`=— .r^1w va•�. a114„R d,l®GIUVUil t®auOlv4♦ S,K°G NDtOC1JW T•,aw rarw'!�i mr ,3;}' TABLE R301.7 ALLOWABLE DEFLECTION Eeee.a•y rn N On Pa,l+••a,mr � :w....»,•r1P•'v»+P:,ra Fv .•.�a+,-•a,X'Jv ...r r/r.r..d b.r 7•..a.{w r•onrrr, .>,ev.w. .a•.. ..o�. ..�....�. mer,ir•..'r,v am<..•.•,r ALLOWABLE 'br•a•.;•onr,v '.I.I. STRUCTURAL MEMBER •'r•^""°••�"'I" 3 i DEFLECTION ) vsrwr ee<....•,r•:;•1n"1.• a ,,,.,, n••onr,r, .� S�a `+ amon,r•nn•f v Yr.O'+i•e+m. RaM1ersha'*1q pesgreaterthan3'12nrith U180 rI r•<ur•.a x Y<..a,n'y•cor,> nmm•?•)tlr •4'I•+"Iral'NrN,a,r«, N.rn ps'ordr la•rr ..<...... Bi 'shed teilin not atlachod to ra8ers -on rsn,,,,,. )v ��Rr.lr•a,m�,v -••=- ����� ' "'�" Interior walls and rtitions H)180 ' u s,`r„",¢ml,ear llr,••••• aw,v..,av•raly ...r r-oJl+'w, K t E T•ctlru, Jt a rryn'•1 UI Er.M'rW `••• —� •-\ Floors LINE) ,.N,e,c•r,<rr•,�t.e+v.•o _ ...r sw,e.e w)uns z .�J•: r ••,Swb+N.-)/,..ale11EH4a• Wt14N }�vltlY YW[i9♦W Rt•w�Wm ^ Ceilings with brittle Finishes(including plaster rf'n"'"""'�'--• ��"+�P'"n «-'"'"�'° board U360 , s ww.ae.n..".-�7o.•tnr•,•,,f.,venl T,,t snw• and stucco) with fleNiWe finishes(including gypsum U240Ceil", • nr�,•ilr ,.�..•• At,tomn,KwI,&®tPlpONNAXn Ra}`I�E wrEro..lP.I,..Iara..mrrw.a.a•..M ae.,../wow<rm.a.a.Yw+•/ma.n,v Allothem structural members U230 N C A R 8 -a-,;- I." <.,..•v•p+,rl•r„•ow•++ r E)delior WaOs—wind}oadsa lrth plaster or H1360 .»».u+;•e»r). ° Y„"r.,cy.p,},y,�r„p • v FIGURE R802.3(t(TYPICAL WALL,FLOOR AND ROOF FRAMING sluI:co finish •M.,a•4»'.<,r.+frrr.•rI:T., )'•< 1'' ,..,.awP'•i•pU,'1 I ,r Emeriot walls—wind loads*with other brittle _ m<.•.•.,Ir•cmgw.v .niznas H1240 ^:"+•" wl m•,gin" n' �n',;-eu,•I4Ia.•ow 1 U rmor.r•���� e••••, ow..�•w EJnelia walls—wind load sa with 0eldble In Fp120° r•cn,nr. n'. w< <r�N,.rr.m.e •i sw•.+a•r+sw°+'»r 1 , In IM=W"` 9�'ln1�N^,. �f1EG2P'>W. Lintels supportin mason venee„glts• U600 .�+..<..... -rrrrNe.w,aw..�r)e.r W M ;:e.l+vr adv V 7 L a•°° at ttl,fltlalWl.,]YEU ATMNeIO EE M}pN UO tr fwt/tiCafrVwL a NNw u.n r•ne.wl li•r�.)r n n'e,s..r F rR.W.A' ryi yty+i y c..l °'"p" t W z a rM aU�rM rl,nr.»vrr, YwU'r;.1:e'In ,T ,,N.w v,y,r»,w., m.a,.m,dter Q .ss,r.a'..a rr•.w ' w,vwny•awT ,r..I..w n, �Ir•/I,rl,.,> I IT W Y<w•.ra'6•.e+uT X•.,...•,a r.n., Y,a»iv o!:'.c In iw r W_ r.w,m.s — d,a.rwurar,•.f.e+;.»rn ,Y N.a:t•IInT ,ro,.r.w.a�.r x _, ar,...r:•emynr e U LLI O O t - '�lv •...»r.N.r bwre.a';•e lnT. •»w x' - Yarv*+e ty'•o WTw e U cc _HT1 ,Anr•�,.Ir:f•urr,. ""°°" w.EE♦amino„ra...w.aawf:,a).:nfE.w,w)o,m.oreaaswavee," _ TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES W 0 V _ _____I ���. MPn[SCRE,I4t vatu[tFRi CUWIErR.!• r.n<ro a�r5]C,Aae••••.r•r» •INa,T•]enl�� �.�,�^.,, 7 I— I I per,.P,1 �,� ___�_ _I __ __ _______ u„W,fUC,0.0.rOr.var,f 1t-,Nn'.i•1 nf•, ___ _ _______ '.•,•".,$ vom EXPOSURES O J O RAFIERt OOF Ul,lvwe O"n Wind Speed u,(.ph) LJJ 0 TABLE R301.5 MINIMUM UNIFORMLY RTRus 'a n5 120 1toDISTRIBUTED LIVE LOADS r axaPiaaJu[ORcu6lRNrs aANarlP6arAsrcvrR•• sEAcmcAOLOCArO sPaculcte•0 RndPttn RttlPNch RoofPnN RodPhtn adPlcn V N IY,r,»a p'h'•e,arl Ire,sc.w s:1 _s;l sa JIM121 _}a <sa _kf <sa _S:1 W USE LIVE LOAD „ om pA,alnl m,ratt.pYaPNa r6tm,0'+i•til!'1a 12 AB 43 58 61 95 80 122 it) "2 W t0 •^/ur Na.c.e.r onN,r r•our1- ,re<•.,.w Uninhabitable attics Without storage* J8 59 52 74 81 122 112 157 us _ ,Y m•p'!;-C"vI s I.f<h W.,raw � 0 ,••.'.,..".ow.•.a,.ra Uninhabitable attics with limited stotaer.D 20 ,} w,pc,n)n'°"n"''s"aaNa ,rb,mmo,p'+i•0+arlr raa",e.r D,e nr 2! 71 62 89 90 119 137 192 1/1 LET .O1or�'r.$'�' +fie o,evl.a.:,a.,1Frp .T.p nt•nar ,,,n„6'nc ar.,,., 29 79 69 99 t03 ITT 153 216 2W Qlm,� ,a e- Habitable attics and allies served with fixed stairs 30 12•°.EBalconies(exterioq and decks• 30 ae,a f7bi•c nri r 72 fill Is 109 t2a taS 170 2a0 212l02 120 132 203 IBu 26! 2AA rr9,min•ufr.r.,Exr•sua".n Frre escapes a0 ae c,n.w,p'+i•e,7''Jr r'•^•' 22 IS t06 92 735 IA9 270 211 300 218 Guards and handrails' 20D" 'm mij°•0'an' 102 15f t66 2582)6 336 7nIE p r torso aA•le a:s J•e n,•eE,fFIGURE R602. FRAMING DETAILS Guard ul-00 componemst 50nNb m•U'..'•ons'J s tt 675778 85 126 Ill 162 ISOR21Frew 10 78 69 88 10! 762 )J9 209 19! m Passe er veNCle ara es' S0♦ ),Im ma,r•o,rrL,• 24 94 02 Ill 106 1" 130 tell 182 266 23T p Roams other than sleeping rooms 40 lr•0 tn•n•r Ill 105 92 131 117 161 1J5 I22 2D7 287 266 w n J.'a m.fr•OR17w '6•O< 32 ftd 100 IA5 123 178 tFq H6 226 )19 295 r a� Sleepingmoms 30 ))ioo wra rplt<vnen re ntn,umr I, 0iiv O')i•016r1r T<.ra. O I stalls -D° 1r•0,1+',Ur J6 12511091 160 tat 19J lii 270 241 151 325 d ,n•1. r ,.J Jet Iris 16V e21 'M 306 2U1 394 J)u Cl- 0 Z 2b esumm ll'+;•t,n'I r / A6 157 t36 201 178 2J6 271 343 31a wi Ata Q Q Z"a i "mob—•i -1 l� �° to ,• .<.m.rA.,ve.,a ptr •,m,w,r•p M a'� 12 % as 1la 106 110 729 1 16 2/a T26 ,ab w J 1^ I to w.abf°n TAHLiR802.5.10 RAFTSIUC6ANIG JOIST X6SLJOINT CONNECTIONS 18 110 iM 1A0 ill CIS 162 1a+ 211 3Y 292 0I m ad cpmv n'L•••o1v'Ir IJ 142 124 118 158 216 1% 298 211 36i 356 yx J 14 1'•6•••. 28 158 138 1% 1)6 242 213 33E 306 432 d00 U ,wens)-grrtNOna �' 0121P tt•.ryle r.,A r,wrl Jim ewlr•OIIrIa Far n.,n ..0..1,—16w I'J;wq ?i'ac 32 Ir2 150 2t8 19A 268 2J0 310 340 d80 Na yY = wl6 18B 161 2J0 212 T92 761 A06 372 620 A88 U y o O Nl.w,«.•<• 1b,annen p',,'•plJrl> !2 212 I91 270 2J0 332 2B8 J60 J22 600 SSb I 1 r f a / ,I eo•IT•°url n all 236 20A 301 268 170 372 516 Ari 672 622 _ )U ) I to 11 ) 1 „ u f +1 :J 1i • u A N I"WOO.,'1;'416 w 1'!:b9 ! I I I I° S , i 'I a �' E I , f ))� { 1'U n x r•e'E,a..ev aeN.:oto♦NAYse YM mr,'•/' /a,w er,fa I I + { ♦ U a a e I: f 1 U I} t „ If A w IR "":•C n]'1 r 14 O)! O');•t t1,'1 a 1 , s I l a s r , s ) 1 „ ) n Im Coa,T•ou0a TAiLt R07.71E1Yia,NWNTAND YIACINOa WOOD STUDIO QQ� „m's,"ra"• t, f U a c U { ,) :. ,1 1 11 f/2J __ U r U 11 l , f 1 1 E 4 1 : ! o f l t f n r.� •,•��• —�e.r,4��� ••� I.,.y w4af d S )+ ) ) ) Y ) 4 , f i f ; U,l „�„�Y +rr�u, er ••••nw"rf Q N ) 1 , + I > l , I ` , i rlta< . rrt» �•dtar a,ayWr.�rrrW Cfr''•y,"«♦" 2 Q R H ] , ! 1 ) . . ) , s ) , 1 r ) L b•IT')c'•/107.r ,r r....rn.a e..•v e:n Q z tal n ) . ♦ r ! ) s r , a • m , r ,e U :: weft mp pa.ao!aN '°n•'a^R');•e,H'J. q.w 8 ® 8 L b,ru n t l .1 ; ; + J.Im!:Ir.°I)1.1 e ' 2 ,r,J N l ] 1 1 ) l 1 ) ! 19 IJ'•0t)1'NN Z Q Iw R'/i•p"T .-v< r,w - - - - r- V Q ,rA,.rm•Nlmm,aA•Naa+n 1p"r°p,fav+a.•CJr1 va IT pN A.•e liNa Yalrym,tafap a,o,p,:v:R'/'.t Ul'Lr - Nl „ma•rw,wNa..raENr,.enYe,b:M<sm•w, :•Irwr ae6eOm.EIU Im ba R'•„trla 6'e„rrd 1'. IV bwR'+e•t IOTn Q ivrertW Aa, °Y<twtmMw ]J 1'• PN b 0'<cm. n•r:.t 111')y ® L7 P'•0,76'F.a F.nr Fa'sl I,Nh•25 A mm XN/H.r,rpn.Kw.P,:la9 IS of1.lnOD NYtlf2 FIGURE R502.8 CUTTING,NOTCHING AND DRILLING TABLE R301.2.1.3 WIND SPEED CONVERSIONS® OCT — 1 2025 - V."ill 11$, 13 lA 15111 17 1 IN 0 A-1 89 9]10110E 11 12A 1311 td7 15 � Board of Trustees TABLE 3.2A 5f8'ANCHOR BOLTS-SILL PLATE TO FOUNDATION CONNECTIONS "ern NAILING AND STRAPPING RESISTING SHEAR LOADS FROM WIND-EXPOSURE C(WFCM 2015) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) THREE SECOND OUST NAND SPEED(Mph) 110 1 120 1 130 1 140 1 160 1 14 NOTE: SM'ANCHOR BOLTS <F FOUNDATION ELUDING DIMENSION ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR RIDGE SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS >, d 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) BOARD � �• •,�• � sItEARYW(LLUNe REOUBTEDINSHEARNIALLLINE m G H (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ROOF , 12 2 2 3 3 3 �S z 18 2 3 3 4 4 RAFTER 20 3 3 4 4 5 -c AT RAFTER TO RIDGE CONNECTION 2e 4 5 e e s �E ----•------------------ RODFANDt cs 38€ t3l FOR RIDGE STRAP- (3)BD COMMON AT EACH END OF STRAP COLLAR TIE 3e e 7 e e z FOR ALT,COLLAR TIE- (3)10D COMMON NAILS AT EACH END L----------------- FLOOR so 7 p e t0 -1 A�Wr eD e Y t1 a 14 ,Aomsnu..Riuo,Vb. ar ac'a>fO1• 70 a 11 12 14 1e eo.an ,:•'.c rw i.,,s+o.•AM 90 10 1 12 14 16 11120 — �.�Da.a,.�r ac rar a.•wvw IS 24 s 5 7 e RAFTER 32 9 10 ROOF ;;,"b;', ' ^�'D"•"°" 20 e o eo N CARB AT RAFTER TO TOP PLATE TO STUD CONNECTION I r r mta.an ww mo.rt v r swM■ FOR STRAP- (3)BD COMMON NAILS AT EACH END OF STRAP B 10 11 13 ROOFS e 9 " 1 14 ``�� r uoa w rta r.o.M■w i as.wa u FLOORS FOR MTS12- 7 IOD COMMON NAILS AT EACH ENO OF STRAP -------••-•-- 'b"®^"'°°°'°rD'.'"^"" 10 1/ 13 t5 t7 W In m BY*SIMPSON' () 11 13 to 16 21 CEILING 'e„c'w' °��°pwq a� �� 7D 113 16 1 21 24 so 15 15 2 24 JOIST V ANCIfOR BMT SPECTIGDON(TAW tlFCW 11.3.11 2e g. 2 10 11 13 Mi sv.o■a sA iw ueu.Me y•- 38 13 11 15 16 LIJ - u� oc�,w 11 15 Z ROOF AND 7 LLJ FLOORS 50 20 ri m so o 4 2e 32 W (,� (9 so 27 32 36 •Axn1OMOt RlOJ■LD,DRASn,U1tDIA taD34,4LLKDCiDYI®Ni1,E pllla,gN DE90r1lF1{fti.TI0N 1.fA. Le•. c ' ,PR!!G/rN[tM6MEN6EDR11lSilYRFM1NrWla1 � Q. AT STUD TO FLOOR ASSEMBLY wi aµw°"°°1T°ewu.r:uu°rr■i°°,"e^en"rv'°^¢teo'H°rTMeo,urtswu"'a'aDNu°usEa"u^'[ Z TO STUD CONNECTION TM AI,UDA A3*�cnotactmert>:ToawntA.rw onWwAMaMas eos,urtA,wuma[ttvru,.>. J (ONLY APPLICABLE FOR TWO-STORY CONFIGURARONS) acre nAitaAMCAawatDmeei.eAAsnwumnN rNe z O I 'SIMPSON' ~ r FOR STRAP- (9)IOD COMMON NAILS MIS 16 Eta bm n� AT EACH END OF STRAP SHOE PL. AN sot or Huss O J O SUBFLR. LLI c FOR ALTERNATE- (14) 10D COMMON NAILS RIM JOIST FLOOR STRAP CONFIG. FOR EACH STRAP Hasa ax o U~ (TWO STRAPS TOTAL) JOIST ,-W'm a cur. ✓ uj Q snuwt r■.rY W TOP PL, O FOR SECOND FLR.- SHEATHING TO OVERLAP m Q snu) In ADDITIONS FIRST&SECOND FLOOR& ,i'a°D�.>¢ass am snow Ql STUDS BY MIN. 12- STDD TD S1U0(riyNECIION aria+smrc-u Ls:o a,BflIf1�SiR,A,P 9W50.snDlo-a an w 9aA m x-IN t r a r rr"3.r c m rw Ittt rDtM 9,aSW,WS O SAD x-IN f0.ac LILT N MNrS.I'D.0 Ear r1Al WDN Q _ a snn W SHOE PL. m Am 11 CCL L o W AT STUD TO FLOOR ASSEMBLY SUBFLR. tYP RncE 5>R NC OETDL B a6 5 g J TO SILL PLATE CONNECTION RIM JOIST FLOOR wi.xn rw aD Mm n o m ~ JOIST tmxo-xnsaata,x emir,"A.s W 0 � N FOR STRAP- (9)IOD COMMON NAILS if[ [u ots 1�® N W I� Lu ig W Z m AT EACH END OF STRAP 'SIMPSON' 'seasDl'raa r a re FOR ALTERNATE- LTP4 SILL PL. TYP HOLDOWN CONNECTION U L�l C] cn a p STRAP CONFIC. (12)8D COMMON NAILS AT FIRST FLOOR FON LTP4 (12)BD COMMON NAILS - — .om snm Au,r a and TYP HOLDOWN CONNECTION Not............. SECOND FLOOR ATTACHMENT ): �>ramnsrum,"w°¢�Ow�,'no i■i've,i �I^'� ���f/J I2-' rDusr■Draet ws■wrarwra I 1>)rm mra MArs N rAa a0 sAas4.mD,r.xD wa,ar>s I I n I:J L7 • L ------ --3 1 sn.a Q.musm N sw►u ma.R AT sca s 70 ® � v -- 'AM AS P(A■"(MD MKS■ anA V.A,-Da0 x 14 Amp etAW - Z PLTWD 9DrtOm WSi V. ALL 1 Av nar } a AT STUD TO FLOOR ASSEMBLY SIMPSON' S MPSO ' n0O to FLAK somm 5"IX` �S�`"""'" OCT - 2025 0 TO SILL PLATE CONNECTION SP3 SP4 sr1l 10"""s xm n[A,m Aom i wArts As wtmrap a (SLAB ON CRADE AND/OR GARAGE WALL APPUCATIONS) FOR SP4 STRAP- (6) 100 COMMON NAILS r AT EACH SIDE OF STUD I [w ur AMDa Bai■fN,■r Y `. .m; . - • ,�,rN.,A,mmi.m- 4A tK, r, Southolc Town i. FOR ALTERNATE- (6)100 TO STUD& r °'C ,ZIE 00 AW MOO la"Board of i rustees SP3 STRAP CONPIC. (6)100 TO PLATE r1'1xMm y LOOSR rea4la,a-ia,Bl m lOaDA,nM KArr 1 rr + I(Ik 1 ` 1"U MKS wr I )r wwa ALTER rxv.Nona can tf uc� - ATE STRAP ENO VIEW SECTION CONFIGURATION aAr rY nw m+[As d CONFIGURATION ITPMA<IIHYt CpINEc110N-reuNOAnON NOTE: DETAILS ONLY USED WHEN REQUIRED OCT - 1 2025 Southold Town Board of Trustees (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT'0 BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(D)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDEREO TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2303 fax. 631.727.0144 odmin®youngenglneerfng.r om N Howard N. Young, Land Surveyor T- Thomas 0. 1Nolpert, Professional Engineer m Douglas E. Adams, Professional Engineer In Daniel A. Weaver, Land Surveyor I 1 SITE DATA 501pfy A930fIATfS I AREA = 29,203 SQ. FT. Q �I W * VERTICAL DATUM =NAVD(1988)I O I - S *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM cMF _ _ - - --- - - FLOOD INSURANCE RATE MAP PANEL NO.36103CO164 H LAST DATED C7 SEPT.25,2009. i \ S665\o„F EAST ROAD \\64, ASPHALTCURB CMF CMF N85058'2011E 100.10 Al _ --- _ IPF _ i •- -e•...__ - CMF CMF 10 T o � L•! .:1i °WELL AUG ?�?5 — c,f T,Fi)-.,,�s \ 0I \ \\ 0-- \ i � \ I P(1 0 ,0 011, 0"3 5°4,Py v cJ OO 0 1 o a O 14, A o °��� 3 ' CO UNdA o 61 -, SURVEYOR'S CERTIFICATION 'c ! FOIFND�V= 00 5owlg&W60teW CM ! c' *WE HEREBY CERTIFY TO C O R N E L L FAMILY PARTNERSHIP t2 Zo3 THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF o / PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N " f � ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ,---`- `. o do N N y i `L 1r'• ;t,k I j � c~ ✓j Y 9 cMF12 LU tea- DEBASE HOWARD W.YOUNG,0. .L.S.NO.45893 t) 0FON ? CMF POST W ACE 0 SURVEY FOR g6�PP s' w .� CORNELL FAMILY PARTNERSHIP .�-. Ile, zo c OODPOSTb N r .� " ROPE FENCE at Cutchogue, Town of Southold Suffolk County, New York LO 0 " FOUNDATION LOCATION SURVEY a County Tax Map District 1000 Section 110 Block 07 Lot 24 FIELD SURVEY COMPLETED MAR.11,2025 OL 3102' MAP PREPARED MAR.12,2025 o p' 9 4 G µUGH LEGEND 575023 AV' 57 WA�RWARY,N Record of Revisions 091071 REVISION DATE AP =ASPHALT Py e BP = BRICK PATIO T` BMW = BRICK P� CMF =CONCRETE MONUMENTNT FOUND CMS =CONCRETE MONUMENT SET RO =ROOF OVER g WSF =WOOD STAKE FOUND 0 WSS =WOOD STAKE SET • =END OF DIRECTION/DISTANCE 40 0 20 40 80 120 Scale: 1" = 40' JOB NO. 2023-0161 DWG. 2022-0015_foundation_loc 1 OF 1 r. 'I.l Ir Ar t Y� r ,5 f•. ji -alp OF rk Lj AW a tea. a w. �• - .r amp Y r •, yY +i �' 116 .I > 1w�► ie w-. �.� j yM1; r �, •..tr. f op • �+ � ' .'yam{• ,� � NO, r i is r ` p' rw - f y j» r 71 r PHOTO NO. 4 CORNELL FAMILY PARTNERSHIP .... J 950 EAST ROAD AT CUTCHOGUE, T/O SOUTHOLD, NY J U LY 13, 2025 12:34 PM � f / •• .� '� ter � � j' ■,, A arm y •:�'.oRiT ' 40 41 Ar 4r: VIP r1 AL ,�,,J� ! �;,# - �_• �'� fry! � �.t r J{ i .r'. .� a 1 `•�� r n s�61 „'pe x !� T 1 "RAW a _ r. c• 1. . PHOTO NO. 6 CORNELL FAMILY PARTNERSHIP ' 950 EAST ROAD . AT CUTCHOGUE, T/O SOUTHOLD, NY 'TM'' JULY 13, 2025 12:34 PM - •1 1, - e s %L C..: low r � _ 0.•♦ _,,� •�, .dam •�- .{ PHOTO NO. 7 h` L� fY�• °"` 'r; :� } ez- . 4 �- Y PARTNERSHIP CORNELL FAMIL r r r 950 EAST ROAD s { �; AT CUTCHOGUE, T/O SOU THOLD NY 4;IR�.�1ta ..a'n` . ' '� �� }'sk• .ham r. 4 ..� .;; f - , 1 , -� '4 4. ,a r5 _ �: �_ - �,� ` . •;'� ,' JULY 13, 2025 12:35 PM -.ern • •.sue ��r •"*"r.,l,'r"6h.. ti �•r"+`' --;fir •.� • .._ ar :. 'ate } r + Ar IL _ a ' - JL -.N ,* •�_ ti - ,; „ .yam - �. imp— -' 1/ilye - t + }. •. iiii'� - PHOTO NO. 8 CORNELL FAMILY PARTNERSHIP 950 EAST ROAD AT CUTCHOGUE, T/O SOUTHOLD, NY JULY 1312025 12:35 PM r',.�r. mil_ ,� # ♦ � - - U3-0641e� +�M<k ' '4 ��•"'�—�i 4 9E �\Y}�g',$S /^°/��/ 9 �6 f��� ��^^\ti� � 4S j.)p�•,��...4•.,, # N '+r�{c�.� \�-� ppgi• ^.« ' sou�ixoio si j�� i" - alb D''� 3 A� .. N � ./• °Y"' �=� � .., +� - \�o g..., ..,,...... � L''.,;.�`;�•^ �j� ,�'.� y1,' A�� '., �•3� - 5 f♦ ap` 4 r�7 `� ti\81 v. 0,' '9pya vyt; �~ A ^` �� \K r^.•/� %eh� �,e o a� SCH.D.is �I l \ Q l " 7 1 .4 I :+ nt wci ryq , � I "'A \ 41 w s t! bL 11 u It] r K —m •••°••••'"•`•�"`•�.•• • — - .'"„' •' CWNTY OF SWFOIK 0 NOME x xr,x� ,ro SECTq W _ _— —.�— nJxa.n« Real Properly T..Service Ag—.y vaew v ,E,E�y __ __ __ __ W _-_ xoF,xE n v.a I IO __ _—_ wo r'..r W e Eear< a w,urJEn r eour„o,n 8 � � r Cantrell, Elizabeth From: Tom Wolpert <TCW@youngengineering.com> Sent: Wednesday, October 1, 2025 2:32 PM To: Cantrell, Elizabeth Cc: Doug Adams Subject: RE: Cornell; 950 East Rd., Cutchogue Application Attachments: DOC103.pdf, DOC102.pdf I Elizabeth, Attached are copies of the Attachment dated October 1, 2025,with the General& Detailed Project Description and the full set of architectural drawings. As discussed,the current application is only for lifting the house, constructing a deapoured concrete foundation, setting the house on the foundation, backfilling the foundation, and site grading the stabilize the disturbed areas. We understand that no additional work, as depicted on the full set of architectural drawings may be performed without obtaining Trustees approval. Please let me know if this information is sufficient for the limited scope of work for the October meeting. Thank you for your assistance. Tom From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday,October 1, 2025 8:34 AM To:Tom Wolpert<TCW@youngengineering.com> Subject:Cornell; 950 East Rd., Cutchogue Application Tom, Please call me ASAP this morning regarding this application. I am trying to get it onto October's meeting agenda and there is little time to do that. Elizabeth Cantrell. Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 E C E u D OCT - 1 2025 October 1, 2025 ._.. Southold Town Board of Trustees ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Cornell Family Partnership 950 East Road at Cutchogue, T/O Southold, New York SCTM # 1000-110-07-24 General Proiect Description The project consists of raising an existing 2 story frame house to the required FEMA Elevation, constructing a new poured concrete foundation, and setting.the existing house on the new poured concrete foundation. The project also consists of constructing temporary access to the door on the south (seaward) side of the house consisting of 46 sf of timber stairs and 20 sf of timber landing. The project also includes backfilling the foundation and site grading to stabilize the disturbed areas. Detailed Proiect Description The subject property is currently occupied by the following structures: 2 Story Frame House, incl. front & rear roof overs 902 sf The following improvements are proposed: 2 Story Frame House, incl. front & rear roof overs 902 sf New Front Timber Stairs 46 sf New Front Timber Landing 20 sf Backfill Foundation Site Grading to Stabilize Disturbed Areas , . f Hobson, Thomas From: Hobson, Thomas Sent: Monday, September 8, 2025 2:54 PM To: 'Tom Wolpert' Subject: Cornell Family Partnership - 950 East Road, Cutchogue Hi Tom, I was reviewing your wetland application for the above referenced property for possible inclusion on the October agenda and noted the following: 1) In your project description,you need to include the as-built dwelling(as it does not have a permit),the wood deck, stairs, and any other structures with dimensions; 2) The one page construction plan you submitted has wording cut-off on the left hand side. It also does not include any dimensions,which we will need. Please get these to us as soon as possible to be considered for the October hearing. Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A.Nicholas Krupski,trice President Y f's P.O.Box 1179 l ;€' Eric$epenoski t;' Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E E t ✓ Wetland Permit Application Administrative Permit �--� Amendment/Transfer/Extend AUG 5 2025 Received Application:�— Received Fee: $-4— Southold Town Completed Application: to I_ aJ Board otTrustees Incomplete: SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _Coordination:(date sent): P—LWRP Consistency Asses ment Form Sent: ,— CAC Referral Sent: N ikDate of Inspection: Receipt of CAC Report:---Al Pt __Technical Review: _Public Hearing Held: 10 J Resolution: Owner(s) Legal Name of Property (as shown on Deed): Co rn e I I Fa m i f T Pbt -ners h i. Mailing Address: 461 C h e rrti Va 11,e y R o ad Rri n ce on N,T o 864-0 Phone Number: 6 D `I' — S 7? — 1-77 9 —_ Suffolk County Tax Map Number: 1000 - I I Q — 0 7— 2. Property Location: ��'O eo s-E- Road C(,t GG109�,c�e N Y (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Y'o u A a ASS oc g tie s A fh-n C. W of .erf, P.6" Mailing Address: Oa rDs grid er �}vc�ca-c ��� ead NY -,1, 1901 _ Phone Number: Email: our n a i n,ce,�i i ��?ard of Trustees Appiicat'�� i GENERAL DATA Land Area(in square feet): Area Zoning: Previous use of property:ff S d� Intended use of property: R eS I d enfi n" S'n Ie- R?mily D W j p� Covenants and Restrictions on property? —ayes __E_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building De t.prior to a Board of Trustee review and Elevation Plans will be required. A 13w i l d i r)(3 ��rrm I� Wa 5 155 we d . Does this project require a variance from the Zoning Board of Appeals? =Yes Jj _No If"Yes", please provide copy of decision. is project TTreCgur� any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_D_No Prior permits/approvals for site improvements: Agency Date i.10 Southold B Ida. T�ep-P. Sui Ictino, Re' mo f- rssued ,Tonurxry , 202s ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?fl No Yes If yes, provide explanation: Project Description(use attachments if necessary): - 1-e-Vck he If Le- CX-f 5;ffA!; hOuSe -to 4!h.P rini n i M td M t: �,e i rc� BEM i4. C(�yo¢�ion . ca n d S�f on c� n w conc r�f� -Foun a a don . >ard of Trustees Applicat k WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: D2 ey=rmbn53 0 ou Sc, 4V +he- vy�i n i M 4 nn IYo r1 i r,�c� ECK A .EleVe*on or h!Qker, and scf on ct nrw roncrei-e_ -ice and ai ion . Area of wetlands on lot: C square feet Percent coverage of lot: 0 % Closest distance between nearest existing structure and upland edge of wetlands: 223 feet Closest distance between nearest proposed structure and upland edge of wetlands: .22 3 feet Does the project involve excavation or filling? ❑ No FV Yes If yes, how much material will be excavated? l S cubic yards ( 13cr se►wen 4-A r-eq/ 1 How much material will be filled? 90 +/— cubic yards ( $A_' m Ccnf' 5C4&PFJ0Or Qnd Sehfa+ 5,Wding on round fhc -�undcq f'on) Depth of which material will be removed or deposited: I— 2 feet Proposed slope throughout the area of operations: Le 5 s ±61 an 5 c% Manner in which material will be removed or deposited: J Merl l Bo(D a� Exco valor / Load r Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): There- wi l I 10 e, no e f fecl- on -the IN-rd-onds and t i d es( Waters o f Ae- Tou>n a s a re'sul*- of 7%e Pro os-ed Ooe�o0 5 - - 617.20 Appendix B Short Environmental Assessment Form Instructions for ComMetinp- Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Corne I! ram i 6 Padnershi Project Location(describe,and attach a location map): q 50 E�dtsf R oo-ct Cufch n us N Brief Description of Proposed Action: E heVaf c ` f)a -ey4 5h n5 H nuS,c -Fo -fG1{ MJni,muM r',ecLu i rrd FemA 1;7 kocr-`son.) or h 1,9her* and Sc-�L on a !)c w Concrefw- -rVUno1 aeon. Name of Applicant or Sponsor:Young �ssoot G+rS . Telephone:631-727-230 3 A � : Th oM a s C. Wo J crf- P.E" E-Mail .{f : -rw Q "Eo enq in-eeri44 Address: - COIY1 O D O shrcrode4- AvcnLe-e City/PO: State: Zip Code: RIverheadt NY 11901 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? O• ti7 acres b.Total acreage to be physically disturbed? O. 15 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor`? 0- 6-7 acres 4. Che 11 land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ❑✓Residential(suburban) Forest []Agriculture Aquatic ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? V 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Fi/� ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ F1 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? `/ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that oc n,or are likely to be found on tl-- .ect site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban ✓ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? PNO If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ENO OYES b. Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes, briefly describe: O ✓ 'ES S -acno v otter w+J I be c([r cMd -hv on- si Page 2 of 4 a.' I 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Young A ssoci c;t+c s Applicant/sponso name: A n 'r�0✓Y1Gt 5 C. Wo l perf� P E•Date: fL(�le �q� ?Oi;5 Signature:_� e• Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur l. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El 1:1 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? El Page 3 of 4 �l 1 f No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? El CI Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 i y Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) -YWe, dorn-e 11 Fermi 1!,, �etner'hip A¢Fn , Vc vid Cornell . Genera t Par tne' ' owners of the property identified as SCTM# 1000- It O— 0-7— 2 4- in the town of SD�a�-holot .New York,hereby authorizes Yo� A-3soci atcs AWn : Th®rna C. V/Q/09!�4 E. to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. i Z /-.,dj I - Property Owner's Signature Property Owner's Signature S� \ SWORN TO BEFORE ME THIS DAY OF 20 25 111\\ 7iy�n Notary Public ���p s;�A`Irk . 10 A� 6 r. d '��/h 41 Board of Trustees Application AFFIDAVIT 'Dad! at Co rn e 1 I BEING DULY SWORN DE OSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner 5f SWORN TO BEFORE ME THIS IL DAY OF y L y , 20 Z5 ,,,,IIIp7A1111 PIfrf,P+rrFt Notary Public ; �'• CBOTARy w; s e � e e'♦moo A���` �+ ^ O " JERgt: °,f0ffe4geeeaeaol^Nti♦ Hoard of Trustees Application AUTHORIZATION (Where the applicant is not the owner) l/We DAV1D CORNELL as General Partner of the CORNELL FAMILY PARTNERSIM,as owners the property identified as SCTM#1000-110.00-07.00-024.000 in the town of Southold,New York, by authorizes Patricia C.Moore to act as my agent and handle all necessary work involved with the appl' process for permits)from the S old Town Board of Trustees for this property. David Cornell Swore to before me this , lY day of Qe ,2025 Notary Public MADISON MESSINA Notary Public,State of New York No.01 ME6370536 Qualified In Suffolk County !!^^ Commission Expires February 05,20aQ ! I I i I I i M1� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part Qftown officers and emPloyees.The aarrPose of this form is to arovide jp fbrination which can alert the town of Qg§§ible conflicts of interest and g_llgw it to take whatever action is necessary to avoid same. YOUR NAME: eO f'f 1 e f C Fcrm;l Eortners k I i* (Last name,first name,Artddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership.in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. VES J� NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicaiWagentimpresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space prodded. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): f2A)the owner of greater than S%of the shares of the corporate stock of the applicturt E[ (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 1 f d of 20� Signature Print Name Vd C06-Loie or Erreatl )F;iffir r Fonn T'S 1 ,,oard of Trustees Appliaat---: PROOF OF MAILING OF NOTICE ATTACH[ CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ,, A T1 71 T,T'C10 AJ cA-c e `,� Pra tr�f 4s 3 / io - � - � s 1 ► � v � - l�f STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public NUTICL. Oim HE-AN * ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CORNELL FAMILY PARTNERSHIP SUBJECT OF PUBLIC HEARING:, For a Wetland Permit to temporarily raise the existing two-story (902sq.ft. footprint) dwelling, remove existing foundation, seaward deck and front entry stairs, and construct a new poured concrete foundation higher than existing to meet required FEMA elevation; construct 46sq.ft. timber stairs with 20sq.ft. landing onto south entrance to dwelling during construction; set the dwelling onto new foundation, backfill the foundation and site grading to stabilize the disturbed areas; and to reconnect , the a/c unit, water and electric. Located: 950 East Road, Cutchogue. SCTM# 1000-110-7-24 TIME & DATE OF PUBLIC HEARING: Wednesday, October 15, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 ;r Town of Southold -� LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si ign ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listins both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# to O O - 1 10 - d 7 — 2 9- PROJECT NAME Cornell Sarni hz 1pctrf n crshi,p The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑� 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: EI r yaf:-, +h-4 a w a n Q ou 5r= +0 fte. nn i A i M w M flea u i r-ed FE M A El-eyorfion I- or 61!9her, and Se+ On a_ con cre� four:d crl on . i Location of action: 9 ! '0 Cos{- E o a of C'ufch oau c , �l Y Site acreage: 67 acre Present land use: Re 5 i cl echo 1 — Si r)g he FgMi hr DWcI 1 M Q Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: O r n!f I) Fa rni 6 Rar' nersh i p (b) Mailing address: 4&1 cheme Vo l l e v O ad Pri nccfon , W Jr OBG*O (c) Telephone number: 6 0 '9 577 _ l '77 9 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No [:] Not Applicable EleVatt +ha SPX f1ouSG : 2 fhh-- nnlnirbynd r:nAC4i1raa0 FIFMA E bevy l do r her O ci cr v Concr�fe. -Fottn a�inn. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Q Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable RP.Fer -f o po Lc csz I Res,pon se_ Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable The -exi sh nc house wa 1 be, -e6eya�F�d_-f� -E=�ic min r►�uvv► P-eau fired F MA 1agV0t*-VA , otr h isACI' a ad Sct on cr n tw Concr�f� -�ou�nd Afton. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No E]Not Applicable Rcker fo 20 G'cs, l Rrs eons ar . Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages_22 through 32 for evaluation criteria. ❑ Yes ❑No ❑ Not Applicable Re.F.ey- 1-2-o no I rcv I es pon s-c . Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICI-�r�. - Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Refer -to Pol t cst I Response. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable ReFar fn Pol t'g�v 1 Rcsponsc . Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Z Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED BY I h oma s C. W 01 perf, PE.TITLE i4c, t liP— DATE 6-19=25 YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue, Riverhead, New York 11901 admin ayoungengineering.com HOWARD W. YOUNG,.Land Surveyor �,' �, l►�jyl` �' THOMAS C. WOLPERT, Professional Engineer D DOUGLAS E. ADAMS, Professional Engineer& Geologist DANIEL A. WEAVER, Land Surveyor AUG — 5 25 August 5, 2025 Southold Town L Board of Trustees Town of Southold Board of Trustees - - Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Elevate House CORNELL FAMILY PARTNERSHIP 950 East Road at Cutchogue, T/O Southold, NY ti SCTM No.: 1000-110-07-24 Dear Members of the Board: Enclosed are the following items: 1. application fee— Cornell Family Partnership check no. 2286 payable to `Town of Southold' in the amount of Two Thousand Five Hundred Dollars ($2,500.00).. 2. one (1) original & three (3) copies—Cornell Family Partnership letter dated August 2, 2025, 3. one (1) original & three (3) copies —Wetland Permit Application, 4. one (1) original & three (3) copies -Short Environmental Assessment Form, 5. one (1) original & three (3) copies —Authorization Form, 6. one (1) original & three (3) copies—Affidavit, 7. one (1) original & three (3) copies—Applicant Transactional Disclosure Form, 8. one (1) original & three (3) copies — LWRP Consistency Assessment Form, 9. four (4) color copies— Photograph Nos. 1-8, ,d Planning Engineering Land Surveying Page 2 of 2 August 5, 2025 10. four (4) prints -Topographical Survey (Sheet 1 of 1) last dated February 15, 2024, y 11. four (4) prints- Foundation Location Survey (Sheet 1 of 1) dated March 12, 2025, and 12. four (4) prints— Portion of First Floor Plan prepared by Gaby Tchilinguirian, Architect depicting the proposed access stairway from the elevated house to the finished grade. We understand that submission of these documents enables you to commence your review of this application. If you have any questions or require any additional information, please contact US. Very truly yours, Thomas C. Wolpert c TCW/cw Encl. 1 cc. Cornell Family Partnership Attn: Mr. David Cornell + encl. + 1 print