HomeMy WebLinkAbout1000-115.-12-13 MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: August 9, 2022
Re: LWRP Coastal Consistency Review for DKJK FAMILY TRUST
SCTM# 1000-115-12-13
North Fork Woodworks on behalf of DKJK FAMILY TRUST requests a Wetland Permit to construct
an 852sq.ft. attached garage with a second floor recreational/media room onto the landward side of
existing permitted dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13.
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the proposal is CONSISTENT with LWRP Policies and with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
Town of Southold
RECEIVED
LWRP CONSISTENCY ASSESSMENT FO
A. INSTRUCTIONS1. All applicants for permits* including Town of Southold agenciess 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 significant
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, listing 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#
PROJECT NAME l , l 1 p ' \mL2-yc;��tqvu!�V
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 gxtent of actio
uk CtAG
Off,
i
Location of action: *\JV
Site acreage: c),
Present land use:
Present zoning classification: �^�k0 C§.nk,ca
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 , (
A�l��( ' \�
(b) Mailing address: , \
(c) Telephone number: Area Code( ) — 1 u 9,' 4�5 �0—�V7— 24()q
(d) Application number, if any:
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No-N"
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 kNot Applicable
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 ❑ NoX 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
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 X
Yes ❑ No Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No Jul Not Applicable
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.
❑ ❑ J
Yes No Not Applicable
Attach additional sheets if necessary
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 ❑ NoX 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 &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.
❑
r'Ye❑ No allot Applicable
Attach additional sheets if necessary
WORIING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LVVRP Section III Policies; Pages 47 through 56 for evaluation criteria.
NA
❑ Yes ❑ No_.LN Not Applicable
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 LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No 9 Not Applicable `
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.
F] Yes ❑ No EL—NNot Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP
Section III—Policies; Pages 65 t Nrough 68 for evaluation criteria.
❑ Yes ❑ No Not App 'cable
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PREPARED BY �' �Q,� \'11 TITL �' - OC1(YltlA DATE ( c9 R
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SURVEY Of: PROPERTY N
SITUATE: MATTITUCK NEW SUFFOLK AVENUE w E
TOWN : SOUTHOLD
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SUFFOLK COUNTY, NY
WETLAND FLAGS SHOWN THUS P SET BY ENCONSULTANTS
SURVEYED 12-1 1-2014, UPDATE 02-14-2018, 04-10-2018 AT EDGE OF VEGETATED WETLANDS ON 08-0G-2018
UPDATE 08-1 5-2018, 05-17-2018, 10-30-2018 IFLEVATlONS REFERENCE NAVD 1988 DATUM
PROPOSED GARAGE 0 1-02-2019 ro
REVISED 0 1-30-2019, 02-18-2019, 02-2G-2019.07-11-2019 IFEMA FLOOD ZONES AS SHOWN ON PANEL 3G I03C0482H N
HD M NAL 12-01-2020
LAND NOW OR FORMERLY OF: co
CONSTANCE A.CONNOR
SUFFOLK COUNTY TAX# ¢ PAUL J.CONNOR
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m.mdhod`tedmlgw ',pat aa,w Prorcdum,or Sona" Iu plate eM maed b e¢ordan¢wish table 3.30.WMt nM nnP arc hyped uMer the I JOINT DESCRIPTION NOTES
OTY. SPACING -
,Wf,mea ed w WOW b iM uu of tive plem. ,paring Uto M,p¢tlaM mw M.¢ardewt to tedel3a m a ddlilmroxgcir:g. j TOP PLATETO 2,16d COMMO PER FACE NAIL 1
ardor both am to be,paced 1-biz`rhe,rrtm Iu end of a NI plate aM ell TOP PATE PER
SEE NOTE:I LOAD PATI SEE CONSTRUCTION ANDWIND PATS CONNECTION '�
OpF•OUNDATION 1 G N 0.A NO PAGE 2:
5).M&w iMWl ud Dvw,dud:4 I.mMI,opening. TOP PATES AT 4-16d COMMO 3OW1S FACE Q Z
comm IhTFRfECTONS EA SIDE NAIL 1 NAILING SCHEDULE SEE GENFRAIN PAG a p
6).TM GercnlCmtractwbto mmrclMt me.orW or prefabrMMareplam meal, SJ.TYPEIFMENOR MEARWALL CONNECTIONS: STUD TO 29' FACE EGRESS SEF fL000.PUNS AND CHFDULE
wrased,manu40wd„pMfi¢tim,eM.ppll¢NecMu. Type l a de no,rico,walk Wth a"in of 7A61nch-caSI 0unl Panel m the n,edw
STUD 2.16d COMMO O.C. NAIL i Ym.: W
amdrd WM Bd common coil.el 6'of at Hte panel edge eM 1T me'n tM fid4 eM FIRE PROTECTION
]).The Gmnel Co whroocnMlwlh iM ovmulwdi WllNnitcnu Irz Md+[YPnm wellbovd an the bh,bramaw wSM Sd mokr nAa,al To<et panel HEADERT0 16-O.C. FACE I SEE R000.PLURf wF-r
1W COMMON SMOKE C O
NN a bookcaw,"Mn g.pWd.cbrch,aria,,ale edgu eM 1D.-In the Raw dw)M b ermNarre mlh tM 1."i r i,ammh+wdged HEADER ALONG EDGES NAZI GO
g In utile 3.IS.-b. TOPORBorroM 2-IM COMMO PER 2M SND END USS DMGN -STANDARDSICK FRAME NSTRU ON V
el•Wl bed rcRWm+rnh,MU M taken into a¢mw during conmuomn. FATE TO THUD 3.1.COMMO PER 2.6 SND
NN
ENERGY AL O S RFS CK
6).TYPE It EMERIOR SHFARVJALL CONNECTIONS: BOTTOM PATETO.
FOUNDATION NOTES: TrpneLedor,M.wdD,M1anmee tMmwmmmeaTnbhl.unahm,Me.pwapd•ta IFooalolsr.BANwon. :.16aeoMMo PER FACE Nut CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
Imgih vQu,hwN/Mon in table 3.16. FOOT SEE NOTE:11 t
..'OU.BLOCKING I GROUND WIND SEISMIC MOST WINTER ICFfHIEtD
11•Tu Gercnl Gmhdnw eM Mexm to¢Mew pima.elevetbu,detaN am
,role,to FlOOO
tlMmNne lmeMN Mghh of fuhhetl aoorp).bom typl¢I grade. ].INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING NINE TERMITE OFUY DESIGN UNDERAYMFNT HALg0.Df
Mowable,IdewalilmrM provNedb table 3.14,Milo perWlted to MlnaemedwMn NAZI NAIL LOAD R'1FH1 UTGORY DEPTH TEMP. REQUIRED
21•All/o¢bg,to ren m to:JI1 mbM(vhgin)WI. intniw duennU,arc uxed.SMetNng eM mme0iw,M0 be Ir:,cower¢WM JOINT DESCRIPTION N0,
2We. 23.4 rnpeOhely CITY. SPACWG MODEMT fIIGM TO
3).Provide VS'npeMm idN m.lnhl between mnaete dab,IM abut6ng /01ST TO: PE0. TOE 2p lBL 120 B SEVERE 3 FT. TO HAW MODERATE 11 NONE
eor muamywa0,oovingroaedw wuNr.ted lntmbr oma,. B).CONNECTIONS MOUND EMERIO0.WALL OPENINGS: SILL TOP PAT OR GIRDER 4-Bd COFMC) lPR NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
41•Aw new mrcmn wea,bring ahaAedronhdn mnrrm,hu0me,IWl H¢dn ardor gbdn conMdbn„M11Mdtadked WM u'M mmMbu In e¢wdm¢ BRIDGING EACH TOE
8 Wth t•bh 3.S.Wmd-T,phin duU G M1rve,tM mmnew,m.mxdarce WM hbh TOIOIST 12•Bd COMMO DID NAIL NAIL SPACING NUL SPACING AT INTIRMEDAT I
a)WuOed WM/S tuber-iB'ting at h1 o.c.U,e approves SHEATHING LOCATION 'NOSES W
epo.y for lrvtallallon. g3. BLOCKING EACH 1 TOE AT PANEL EDGES NPP ORT iN THE PANEL HELD
5).Unkn orlurM,ero[e4 aB daM mFede to M 2500 p.,.L Corcxete to be TO JOIST 2-Bd COMMD END NAIL 4'PERIMETER EDGE ZONE ed COMMON®6.O. Bd COMMON®6'O.0 SEE NOTES:1.3
pounM on4iwhthmtuMwjmvN fi11WM6.6 Wrc mph reiNarting.Intbe-dem 9).GTHEDRALCV NGAOEMBLY: Y
toMMnhmm�f,1hI* ,thrk Na fiU toMmmpdwro9556 rchMe dmdH WM 1Vhneeddgehto M coed..-I beam.the reRm,Mil etlher be,ntdcdaM FROCKING TO: 3 16d COMMO EACH TOE IMERIORZONE Bd COMMON®6.0. Bd COMMON 012'O.C. SEE NO-2M PANEL HELD O
6'madmum Nn Oaym). eM d m top of Me beam or Mpe mmedan,Ma ba etl A to eadl nfl-lounge SILL O0.TOP PAT I BLOCK I NAIL NOTE;Z f00.PANEL FIELD
drag tM open-11,pan of tM WBdng.G-iI,u ro the Mg aM w•U,hdl M M LEDGER STRIP EACH I FACE CABLE ENDWALL MICE AND RAKETRUfS ed COMMON®9'O.0 Bd COMMON®4'O.G SSE NOTES-13 li O 3
Craw,pace,m be proMded with a mWmum IM4•a[¢„op'ng,MMB oro atumed Wth lM above kcmenh To BEAM 3.164 COMMO 101ST NAIL
Bd6 ren Ion fwM.aon vent f¢every ISO,°.R of area. i ROI OLEDGER PEA TOE I NOTES 0 Y
DECK AND COVERED PORCH NOTES: TOMB 3-ad COMMON 'DIST NAIL U U
]I.Dampproof aedw of 6>adatbnwhh biroWnau,waUryurmdretl bymmnl THESE NOTES ARE ONLYTO BE REFERREDTO IF MENTIONED IN SCHEDULE NOTES ONLY. m
N.YS.Re,identlel GONhMim Lode.A6MlpdyethylmafiM dull bee Iced war 1).
U. 1, all framing m tM lMbe gI ACQ -e heated 1-m . BAND JOIST PEA END
IM Mow grdetwnbn of aedor waU,pdw lobMiiain DP Mlanenm.Aan aM andrortroM kirdzed ar neuk,+meL 3.164 GOMMD p
Z Fan B• TO l01if ROUT NAIL 1).For wof,MathNg WMRn 4 I of the perimner edge olHM rool.Indudmg4 fm on e•d ride ollM roof p.k.
B- IOUTTO: PER TOENAIL 0u91o¢prhnetn edge cone ettammenh reWirM,MOMme0. `�� m<
Bl.Ordtug<a,rmu6ed by nmmt N.Y.S.Reddmlial Corvtrutlim Code. 21•Girdrn for ded:ld,h ro M bolted 111.6 yon Weh watlen end nota f SILL 00.TOP PAT 1'-'-C'-O' FOOT SEE NOTE:''
FRAMING NOTES Gi rmmnaewPl<n,h.11Manho dWthpapmnMwmr mawhwd F,,ft WtM121whoe<0.42<r<0.49.
afa•ttedmdroraftn/imufimngmmbrWlhG>OA9. R/
{No mn0ete with a minimum N'die•T long aNMr brit waft wamm aM Nrt,. For hembq mvnM,wkh,0.43,4,0.99,the nall,pdry,Mll M reduced m 61Mm
1).NI IreMng to W¢m.Mm tId,upre pihr dedgn of mnmt SBC High Wnd 3).Poco wppomng girdm,Adl Mandwrad to•1 12'112'Mih mrode food"ng. lO1M DEEC0.IPTION � SFACING 31.TaWh 41-o.erW+perirlg unmu+MatNrg ro rafter/wx,MmLg ncmbe"WM 010.49.Fw
Edfim W9 Fremir:g Com--L f U.a mhdmum 1)7 B..B'Img aM:or Galt Wth waxhn.eM nuM Footing SMl1 be 3 1L - Af PE0.TABlE 3.8' Inmi 4 membra WM 0.92,410.49.the roil rpedng,haa M reducM t°3 oche,o
Mbw grade.Pwdm WMmaercd roah awn Moe u•ma mrode phr,rw lM grdeL STRUCTUMLPANEL ad WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2).UNm othmiu noted.as Naming to aM nrmwni woM meterW M g3+BT0. WFCM•SBC i
owgw flr. 9).Deck phhro haae bl-,w80 o.1. CEILING SHEATHING: NUL SPACING NAIL SPACINO AT INTE0.MEDUT
SHEATHING`DATION NOTES
3).Fbw,.vvallL¢U'var aM r.ftm to M,pared et 161Mma o.e unhn roeeJ t 51.A mWmum If101M,fiNhing 4111 W b,mW I-I lM WkMaj aM ledge. NAIL NAIL AT PANEL EDGES SUPPORTS INTMF PANEL FIFID
IOINT DESCRIPTION 1 SFE NOTES:1.3(BOTH FIELDS)
olhewixe. ledge ro tr/enured ro Wild'mg W M V2'rile.bdh with wadem and rory Ow. SPACING 4'EDGE 20NE Bd COMMON t9 6'O. B4 COMMON 0 12'O C. 5T F
?where rrede4 GYPSUM ]'O.C.EDGE t I NOTE 2 i0R PANES FIELD n v
Q.Unlm otMrvA¢noted,dl bearing wa0 headm ro m(3)NIB R+BT0.Dwg.Fl+. WALLBOARD 5d COOLERS 1P O.C.FIEND INTFN00.20NE Bd COMMON 63 6'O. BO COMMON®12'O.C. SFE NOTE:3
BecAtgwaa Mader,ro Moe(21)ad,md,aM l3)NU hnrh dud.m<nrh rich of all 6).C--Pim-3 M a mW-w above rade. 4
pminr.lVLlradn.roM1ave O)l,M1.w aM((2)kit ui ength11plm 1.,2.4 of j WALL SHEATHING: NOTES y
opMng.Be.detg writ W+dau,Ul„Mil.lm Moe Q)Wndo-w+Rl Plato for 2.9 well I 7).AU JNN to M Npported WM hungn,end arWon.Each Jdn doll elm M arrhorM NAIL I NNl s v
opmingr between d7 aM.D 2x6 waa opmbg between STl and 89. :Irl'
to glNn(q
JOINTDESCRIPTION QTY SPACING THESE NOW ARE ONLYTO BE REFERRED TO IG MENTIONED IN SCHEDULE NOTES ONLY. 'b Y
1 STRUCKAf PE0.TABLE 3.9 I,Fwwatl meethtng-N,/hal o/tM mmeA Ua 41oot edge cone ettadmenl rcommeN„
dMU
B).Covered Rooh mea be exrcnmkd aM anchored 1M ume rrutner u a typla W UdNB.
5J.NI flesh beuuAu.dm ro be inneUed WM heaW dNy geNinired hangn,and I PANELSS U COMMO kK.fCM-SBC
.Man wlrre.,H.Maro dl-.a loim, PLUMBING NOTES f 7A6'OSB 3.O.C.EDGE xamd.
6).Double up Boor IoW u:dnwaU,that rvn Mel to iM Roorloi,t end,Mer bathtub 11.Nt warn Nwry,drainage aM vmlin[ro M Inndled a pn N.YS.Re+bmb'•I 60 COMMON g dtarhw to nod fr-1 members WM $:n$3
PLYWOOD 6'O.C.FIEND 3).Tableted l2 Lrh a.e mU,pwng naumn,heeMin
p G>0.49.Fo,hemin8 membra with 0.42 101.the roil,pdng,Mll be rcdwed to 64We,o.e
Floor to Mv<maMc ale hutallM,haR be verified for proper bM¢pdry utile„noted Convrv0lon Code. GYPSUM I T O.C.EDGE
i sd coaEns
on plant WALLBOARD IO'O.C.FIELD 3).FI,¢teriw panel+Id Mntred Mznaih,Mll be w.mlliw to be wb,tlNmdlormwmn mN.
]I•Pra`•Ide 2-1.3/4'tM&mbohm,(Mlght to metd Boor ldm).r Ide.twctl and• 2).VedN,,ptic Mtem mM tM Engram lm SWOM e¢wY Hath Del+•nmmt.Pp: . FLOORSHEATHING: Aga
otM erm,opeNnr wlm oarrwlrcrotN(typke�. 31•Ifwall nWL Plat¢wloimman wt drdeg Wtallafim fro airy plumbing rdatM wed:. I NAIL NNL
Bl-Dorman turning up Tool rafrcn ere to M,vppwhd by dovDle nOm on eitMr,We Ude aria le bxln M It to mW,eom tM Rr:rh.e.V -h IM JOINT DESCRIPTION
N. SPACING h ua,womcroaaaoormNro wo.t A.Mv,rt•nooA rucro.torr nwm•cn
trw Oua to pea gra sill' ; p MrnocA ma.romr:c Ar wn•uraapmnwnn ro F
when applkable uNn,olhewlu noted ,leu code aM mendacMe',recommndetlm les at-M1a,lce eM weaNg perMite4 t I STRUCr-PANELS Bd COMMO 6.O.C.EDGE
TOR F3s O
roaroNvmR zLuxnwunm[Om caa r,ro.c.FRED W
9).Pvide blodiniJbridging h Oow)dm d BD ox.Uu wfd blodity b en HVAC SYSTEM NOTES Rmr Id1�vrm.r+ee..:exr.nurwvwcuou"eo
coder all bearing wall,• IIMMwNul Nbeonmanor 11 rulvmdbh fro adM.dr:gw NaPpgnaNe mde,-Id ulMy t NOTES:
re9urcmenh. N ' H
10).Provide ln,Wetbn MRle,at saw vmh betwwnr.Om.lnneB dmR blacking a, � THESE NATES ARE ONLYTO BE REFERRED TO IF COom14TRACT00.TO FROvtOF SOn TFSF TO v[Nil' F'•^'�^„"`re'a°•u'a^.�:°.�o"w'°'w'a'aa"iwtm"m °� �•1
ruedFd 2).MAC,ubm Cm 1110 lolly ma W-al MIM data eM rmuiremmn wah tM MENTIONED IN SCHEDULE NOTES ONLY.
mmt E%dTwG CONpRIONS.AkINIMVM l000I CAFAC,TY, rk s'�y W N.�a°pa•,uew.a a��yrer.., y�.r C
e,Nb ,upp1W. I
IU.UNm otherWw noted.eU rooh aM wdir to have a mWmum IR'INdc 4Pry fir 1).Nailing rcRMrcmentl aR band an well,Mething em+wpw.udr».i..Nvverea.an a neurcw.smn°mmrrs.9u 1ie'1
CD%eatedor.heaMing Bede plywood.Plywood wmverwm Ptah,aM he'&'- 3).HVAC 16-1 11.provide 6.1 Mtem Ill I-M eM,ubrdt 111-lM General noard 6'a_a..,atlhe permledp.11-11,heathing SOIL COMPACTION: vkYrouarew`d e<`nw°v.ene` �
12.UNm dhewim rated urc 3/4'INh T6G Pit Fb orAMaNedt ,ubOror C¢gracror eM°wan fw find rM Nal app-L 1 r 0 3"om¢ntndtM Genal edgerod%ein hirer n ;nuse'��m Iwo e M e•`.•a,,.w...ayv.ew..,•vutw..aw Trow..:..,.w,.m.0 ma. r'
plywood ' ,Mar.,ad".ndling repvircmenh lw,lrvnarel ° _ - N mparrr.•[aoa au,^+p..d rwaan+n H Y
.anemd WM PLaoo.m a ..M pawed to noor Jawe Fmhh d noor ro x mnaued ELECTRICAL NOTES: �-Mn x doabad.
ova NbOaw a,Pu me+mfMurc',in,tmdow. I ,mho.mar dale,.duUMu,N to mdntaN load Pa:R h'�'�""T"'nap'"` _.e.e„,M�m.ore..,..-.n uwaewem,. .. u
U.NI ehOna to be WtaIIM of pn N.Y.S.RaddwW CmnrvObn CMe. c t.ru-rloew oµDw:,�. .rod .:e
13).M Mlhroom-a,to hive l/3'Mirk trohtme-ml,hnt duetrod,Gauge walk end 1 ll-kR!•vn 1wdl,MaINn8l,mnfiTum,avermnneced n•.,.r�o�iwkacoowamw•Ow v.*..�a-mea.wM"wv�Fso. •Y`�iier`O"'•:'rm an,+W,a
ceS reM over hune¢roMrc S/B'tNd,rype.,hmlrod.AU othm yam of Wading 3).All clench woh,Ma be epprp.ed by a W111fW Undewdtn. memben.tM labulatd number of mil„MU Mpe-d ream f�F.s,
w heve,eguhr V2•drarodc M writ.ro M taped aM fW.Md 31 Wtall Smoke tleimort IM Cemon M9rodde detector,tNroghmt u reRWretl by mmnl i robe«dxed tot•16d neRGer Fool. _ .. v.u-Fa...•.u.vr-a w..,yaae.Paa::.y.L aevyveu,,
14J.M roof with•PRA lu,iron 9:12 mm be Wuaed with en I¢0 Water barrier or N.YJ.Reddmthi G-O an Code. y,LEREOgROy
approved.q LFlet roof Moll M appW-h a Fib"],%Mm Mm Wther.EPDM
trod dram type mahAt ow. � oakwx
16j.AB Ja pldnaM wootlmmntM wiN mru,ete to MPrcwn hmie4 fill plate,to w• Jo0�w�
Mu,hOM wHAa I°am,Ill ge&etaM wp+lew menta mWd weppr°ved ecual_� N�� d�e p�>c
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E COUNTY OF SUFFOLK Q Ic
R..1 1".P-,,T..S-i-Agency y
1. 1— SOUTHOLD 115
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