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HomeMy WebLinkAbout8055 . Apt- `l1 �c y ��.-� � �,�; � � s3os x -KOD N an I It U ptu1100 > P Wed j1 y .r L. 51;1 J �� - --- - Owner: Henry H Bostic.11l File#: 8055 - �6 Address: 5305 Narrow River Rd 1 Code: 25MS Q Agent Info Finnegan Law P.C. j P.O. Box 1452 Mattituck, NY 11952 Phone: 631-315-6070 Fax: Email: mfinnegan@northfork.law r BOARD MEMBERS ��OF SO(/j Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler COUN �� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS d- JZ" CS 8:30 AKA TOWN OF SOUTHOLD DEC t 2 20 Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 4, 2025 ZBA FILE No.: 8055 NAME OF APPLICANT: Henry H. Bostic III and Ambriel Floyd Bostic PROPERTY LOCATION: 5305 Narrow River Road, Orient,NY SCTM No. 1000-27-2-2.3 S.EQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This.application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 26,2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impacts. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 21, 2025 stating that based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as weil as the records available, it is recommended that the proposed action is a MINOR ACTION pursuant to Town Code 268-3 Z and is not subject to review for LWRP consistency. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 292,324 square foot parcel in the R.-200 Residential Zoning Disirict also identified as Lot 3 of the subdivision"Settlers at Oysterponds" filed in the Office of the Clerk of Suffolk County on May 4, 1984 and accessible via a right of way at the corner of Platt Road and Halyoake Road. The easterly property line"runs 230.22 feet along Narrow River Road, the:i runs west 231.58 feet and northwest 742.59 feet to the westerly boundary, which runs 348.11 feet soutl;west to the western-most.coiner of the property, then runs southeast in eight segments adjoining Lots 4, 8, and 9 of the subdivision.with lengths of 27.55 feet, 180.00 feet, 276.94 feet, 67.27 feet, 197.92 feet,. 187.32 feet, 128.55 feet, and 5 .00 feet back to Narrow River Road, The property is developed with a tv<o-story frame dwelling with two wood decks and a covered porch, two 10-foot by 10-foot sheds, and an inground swimming pool, all as shown on the survey prepared by Howard W. Young, Licensed Land Surveyor, last updated November 15;2022. Page 2, December 4,2025 #8055 Henry H. Bostic III and Ambriel Floyd Bostic SCTM No. 1000-27-2-2.3 BASIS OF APPLICATION: Request for a Reversal of the Building Inspector's June 11, 2025 Notice of Disapproval, pursuant to Article 11I, Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio; at: 1)the proposed use in the accessory building is not a permitted accessory use; located at: 5305 Narrow River Road, Orient,NY. SCTM No: 1000-27- 2-2.3. RELIEF REQUESTED: The applicant requests that the Board of Appeals, pursuant to Chapter 280- 146(A)Powers and Duties, OVERTURN the Building Inspector's June 11,2025 Notice of Disapproval which states the proposed accessory structure containing an artist studio, on this conforming 292,324 square foot lot in the R-200 District, is not a permitted use pursuant to Article 111, Section 280-13(C). ADDITIONAL INFORMATION: The application included a 23-page set of architectural drawings titled"Bostic Garage/Studio" prepared by Thomas Hanrahan, H.M.A., dated June 3, 2025. During the November 6, 2025 the applicant's representative testified that the existing house on the property lacks sufficient storage and that the proposed garage/art studio would also be used for storing household items;and stated that the proposed two-story art studio space was necessary to enable the artist to view her work from above. During the November 6, 2025 public hearing a representative for a neighbor raised concerns regarding the uses of the proposed building and enforcement of conditions the Board might impose, noting that the application approaches requiring a use variance,further stating that family gatherings and private parties on the subject parcel have generated significant traffic on the small access private road, and questioning why the proposed garage space is fully heated and insulated. On November 18, 2025 the applicant's representative requested that the Board re-open the hearing on this application,which was closed on November 6,and adjourn to the next available date, in order to enable the applicants to"submit revised plans to change the orientation of the bathroom door into the Artist's Studio space...and have the opportunity to address some of the questions and concerns raised by Board members and the neighbor's attorney at the November 6, 2025 hearing." At the November 20, 2025 Special Meeting a motion to re-open the hearing on this application failed to pass. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 6, 2025, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. The applicant persuasively established that Ambriel Floyd Bostic is a bona fide artist/designer. 2. The location of the proposed garage/art studio adjacent to the existing in-ground pool and connected to it via a"new porch to tie into existing pool terrace," as identified on sheet A 0.3 of the architectural drawings titled"Bostic Garage/Studio" prepared by Thomas Hanrahan, H.M.A., dated June 3, 2025, coupled with the location of the proposed half bathroom on the first floor opening to the garage space rather than to the studio space and the inclusion of a proposed outdoor shower on the pool-adjacent covered porch, both as shown on sheet A 1.1 of the architectural drawings, would suggest the intention to use some portion of the proposed structure as a pool house. ' Page 3, December 4,2025 #8055 Henry H. Bostic III and Ambriel Floyd Bostic SCTM No. 1000-27-2-2.3 3. The proposed garage/art studio will serve other purposes beyond storage and art studio including use as an accessory to the existing pool. 4. The heated floors and insulated walls and floors throughout the first floor of the proposed garage/ art studio, including the garage bays, is inconsistent with use of the garage bays solely for vehicle and household item storage. 5. The ability to view art from other than floor level can be achieved by means other than a two- story studio, such as by use of scaffolding, step ladders, and/or safety rolling ladders. 6. This Board has no precedent for approving purpose-built,multi-floor art studios where such uses are not permitted, nor for approving purpose-built multi-use accessory structures. 7. Allowing a multi-use accessory structure will produce an undesirable change in the character of this neighborhood, and by precedent, other neighborhoods throughout the Town of Southold. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Steinbugler, seconded by Member Acampora,and duly carried,to UPHOLD the Town of Southold Building Department's Notice of Disapproval dated June 11, 2025. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acampora, Lehnert, and Stei bugler. (5-0) eslie Kanes Weisman, Chairperson Approved for filing f� / /2025 Received AUG 112025 ARCHITECT OF RECORD. Zoning Board of Appffllki? THOMAS HANRAHANt HMA 53 WIRELESS ROAD EAST HA PTON. NY 11937 IN COLLABORATION WITH; OWNERS HAWES AM13RIEL BOSTIC INDEX A 0.0 SURVEY A 0.1 SEPTIC APPROVAL A 0.2 SEPTIC CONDITIONS INN ��� A 0.3 SITE PLAN HAR EST N,SC 20403 4� 1.0 PROPOSED GROUND FLOOR PLAN A 1.1 PROPOSED FIRST & SECOND FLOOR PLANS A 1.2 PROPOSED ROOF PLAN A 2.1 FRONT ELEVATION A 2,2 SIDE ELEVATION A 2.3 REAR ELEVATION A 2.4 SIDE ELEVATION A 3.1 BUILDING SECTION-- GARAGE / UPPER STUDIO A 3.2 BUILDING SECTION-- GARAGE / UPPER STUDIO A 3.3 BUILDING SECTION— STAIRHALL/PORCH A 3.4 BUILDING SECTION- LOWER STUDIO /STUDIO LOFT/PORCH E 1.1 FIRST & SECOND FLOOR ELECTRICAL PLANS S 0.1 GENERAL NOTES S 1.CI FOUNDATION & FRAMING PLANS S 2.0 SECTION DETAILS S 2.'1 ROOF FRAMING DETAILS S2.2 ROOF FRAMING DETAILS S 2.3 FRAMING & SECTION DETAILS 83.0 SCHEDULES & 1.3ETAILS ww F � 3 i 5 ` ew�.r+.rrrrrirr�urur�rsxwrws uxrimgx ..... wMUR't54 •. 3 OF is jr A A T "w" W.J 6, T I uu 5305i NARROW RIVER ROAD BOSTIC GARAGE ISTUDIO "LOT 3 , SETTLERS AT OY « TERPONDS" TITLE PAGE ORIENT , NY 11957 NO SCALE q v `u T 1 ,00 Y£ 4 S i As'VrtaVK1N dt AAtrrrtror A Tn4 Ar t rS .A"or S rmw"m or we Aw pm"At MAC''A'S"t ox�f tslrrAN�t6[tlNP+r 2ra PFld.r Mar+.rRZr lPrfS�t'fmm Twx m Asw FM A V>E rraf"r om An wn 1!b w V"Ira s5*raAM NCK Rrr sags Gr war U"lk r tr it�.X W U"tA 0 b"7Yu Wf%W rnar MtJS O bn.,aa 3br(WVX'K`9 wrtl UWL QR WA/S#1"W" Dr'M SO W A Y AD **V rn t WWjCAWW ?� dnrl+:A'71:D rrt�cmt 9Ma,`t,er VA6,.r rro swt rL'r:S:M Yost t+ !R►WV 0 PWAKO AM3 an m IR "A COIAWV,o,, t* l,K zr raad t MW,."IY srssrta Aws to tat ASKS Or fit L0094 04titru4oc 0mwCA'60,4 Aw 40T TtAft Ln,+i"L tP aowrvolu wain"n?F on RWAwan 60mm 05)we%MAN*0►us{NJ:•' WC W04 rm* 45 jpY)so"rt,waq Arty 00*fiElib gdkPoAvhtr vd No On to*C$tA."iMJN 0,0cm k)# 4O0 Ostr0t*-d�r Averwo.Riv -od,NOW York 11401 .�`�. Received .. to I,+�3I.'T2'7� Is��. 153I.'f2'T.t?I44 tadrr►Er y� heel ec�m AUG 112025 Zoning Board of Appear I"I>ra�rrd ►^I. Ytivrg,Le�,eDl �it*t,�a- � SITS 17,�4T� ! AREA � 6."7loa ACRES OR 2g2,S24 So. FT, StJBDIV'ISION • *SETTLERS AT OY'ST�O " I=IL.Ev IN THE } ` A5 FILE No. 7T2q. y OI" OE OF TM CLZRK OF FOLK C. U47Y ON MAY 4, P154 r. � FIB tl�.AN(:.E RATE MAP PA ML NO.56IO5C.006$H sr L okST DATED?SEPT".25,2OOq. PROPOSED �.; *� PONC) SI B LINES LOCATED f3Y �I�V'I:NTIONAL WWEylp,, T '.Y C-� R GI TEC-1-II IO Es AN17 FROM NEN YORK STATE 615 AERIAL t'I•IDTOGRAE�}iY 2CtI3° l " xx VATWI N6YD I�iF58 HI6I�*3T EX ECTEr GROI viATER ELEVATION ID NLIMLER O �M5(DESIaSN SOVIVALENT) 4 }r MINIHJM RRr-MIRM I/A CAI^ M GAPACIT'Y +� 440 6AL fi� >: •,`• ' ;;� a alp " PFZOVI.MwD I/A Ont's CAPACITY m 6A,. 0 b� • L CAGf•IING SYSTr-m FIRED as ", +c, t ' .. coca 4/,, A 500 SFSYYA �+'` `a t^ >$ r" I.EAG{�IItl6 5YSTEM FROVIDtD d` ,a, "!} j,. �po t, M,rt, �( a 900 Sr-5KA, ol WELLJ �< rn� dr' ,�e "M* «a.,�..eae tee+ *5 � 'k,r� `V •�% �I� / tow �,. } V, t owl 0 ( AOX �,. .. .,. .� �* , }r'• EX*Tf1Iw1`.*� 2 STORY 0 SANITARY 3a" / ,, q. 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LOT 3, BETTI..Ef� AT C�Y5T�i�,�'t7N1�5 UFO L .1 DEPARTMENT - HEALTH ,� `�--. .,` � '`-� ,, � � � (-�-' of Orient, Tom of vthold � E ' " L • = CONSTRUCTION Svffc�Il�. Gcavntt�, I�l�w Yrark l5Ul .l�INC5 PERMIT SURVEY � ACCESSORY GARAGE �t� LE E P� I �,�,tq TO� Map Cxatriec It7C.�G� s�t� a-r � C?2 t�trl 2 TrIMX. SE,� Y COMMETI D OCT. ."O,20 xs� MAP FI APM NOV. 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Iieaavdr,L rod 5wvepr f�5IVtjAL 5�L WASTES 'COY A LIC NSW HASTE HAVLCF IN& PROPOSED FRAME EL-II 2 THE TOP or- T`t S1'R11ln)R.El0,L3ACKFILLINC NiITN SiIITAi�L.E SAfic� ANx� � - i-1/x STpRY6ARA6E � ,SR,e.YEI..MATT-RIAL,AND f�OPC-RLY COMPACT1l�IG. "t+ PRECA ,T TOP SL�AD ENT IE= coNc.�R HEALV DE'ART�E1T E EXISTING SYST'EM5 MAY AL i"3E ABA, - L5Y PZMOVING ALL ��° *� �3 �� � '� R�SiDvAl_ SIR E PiASTM F- A LtCZN + r .ER,R OVIN6 THE f a �O> 1 �� ENTIRE STRI1CTt VS},BACK,FILLING VjITH SUIT'AVL.,E SANG AND tSRA\/EL �/ .25 � 4 � y F ACT 3".,:� G VENT Lir'IE ..._,.._. .�.,..,,.,.- + + TO VEW11I`HOLE IN OwST �DETAIL FOR iE�45O p Abandonment of the existing sanity stun Must be in MATERIAL,AIVt71�"Rt,�ERI-Y �C.f�t�*A�:•Tit ` +'�' g.�t ♦ i .. �` � � ,, tvtz �L�ArI �cn1T�T cal�tT� c�+MI'or€�raT� �"� g �r � I30T*3.4 b1 "` ;t;: FACE OF i�t WING tEQ462 THE AS DGIATEI] SEv F*I�Ifl'tl r SHALL BI= AND e:Al'PEI7 AS A % DOT=2.1 POURED -"T conformance with the Departments requirements. MJ MEANS 61= ABANDONMENT:�E DEPARTMENT SHC"J>BE CONTACTEt� + � + a� 11, (� ,�. ,� � � ai / � `�, AiR LiF� TO L'L.Ow::I:: CONCPINVERT �' � , F°C33fL f lR3�Af3ANl:>E7IVMEtJir REt 4JIi":ErdlCttTa, If' f"UTI. I=t t-.ot TratjCCTiC�I+I a� ,t�q ,�i' 4+ ��lt' + � ,�j 500 CAL,.. I/A OA" y Submit it completed f�1�€lll t�-� rC3l�f is CoNTr:r "TEP IN THE �A OF THE A SA V SEPTIC SYSTEM, +���� ,�� —--- � � NIGHT E�XPECTEL� ON EL*tC3 MM. GEN�S MF .l3`t I`ia,rtGI.EAN USA �€ r7tA..[>IaTT2t> ii'rION EG?X 17 61 + ��. PROVIDE- CAI LE ELlr& DtVICC D 11353 r r S NiTARY LEACH 'a FIELD Design Professional's Certification Required, THE, A13A,NDOWEW Or- EXM6T1NC SMNA(aE DISPOSAL SY9T�,INTHM- o` �'�''`���+s�LIG �I'IL� APPROVM Mr'4 L3Y TFl OR A ORTOTAL OF (6))E�1AL FOIE.ALL 5F5� $uk�ItTlt F.E,or r#.A.Certification Ec�r IN-F'LACIr,©R$Y REMOVAL.,r T BE OMTIFIED 5Y EITHER A {I + 4s // 1 r. DISTRIBUTION E4x OJTLL-r PIPES The Installation and Construction of the Sewage Disposal System ♦ I° K' 300 L IG>"N°.E17 iGN p N'E,SS4ONAL CAR LI EN CdNTIt CTOR AS I ,} ,J ;° p. �b `- P �` Al Ir 1GATl T7 L3`P THE DEP,baRTil�IEW ON THE PERMIT TO GaIST RtiCT. r 1wic-C"CS r..ERVW SY KNIIGtPAL 50I ER DISTRICTS,THB �✓ / `�' `�- ""` �" � `.. `. Use Fcrtlrt'9�Vt M-073 ArF,ROPi zjATE K NtGIPAL AzENGY KITH JURISDICTION SHOLIL.0 ALSO '� t0.7tI / , zy'. USI L3E CQNTAGTEt , t t� FUJICLEAN CEN SERIES ? � `+ ' ate ., �+ ' :� r ' b.s f to.pa �` r + APPROVEDs us i�XaLCL7HS �` Toward Clears"Writer,,. �. t o ,� °' k,Y; WELL LATERAL UST E ' o w... t TEST HOLE � ` � �s i t ;: . MATEFttAI.SSCHEDE1i.l4o PVC tTVPy HWN N FINAL SURVEY MOM SLED MAP 6 � 11'1 11.62 i , .(�}1b,82 41 ! � ~--.w .i7; CtFAN OUT MUST iNSTALLED TO PROVIDE ACCESS TY3 fHE � - l�d d� ADAPTER FRoiwl A�tt�vc ram) �. Ivi is 1 - ApbntD7ctaaPlus(7Ya). t` Water must l�r"+irls clod b the *1 'r + y. +10.70 l M1=TtNSTAI.L C LEANOUT d OT" �` �1t.4d r°, I(7� rCR St 'ol gd'Lrrl Do tj of health Services TOO SM � 44 � �4 #yd° A�~� E7 � *• � \ I ffi�5 S ACt�ilRDAiNOE WMI s3• t Coll(631)$52-5754,4 hours err ��s. 40-M NOTI57Y ItvfIVIEWY n-I advance,to schedule roan acti+an(s), 5AN7YUMM iO.Ot °t� "'ti F F"�. I�rI;�Iaslorr5#Tw1 ,. (' fF C �� f i 4,98 To�vrr nrtTYP} 6.24• x i ' ♦ g +13.07 E"INEER S GE,TIMCATION SAM d 64AVEL 4 +3 . 1J.1G Or +9.02 / / OUTLET SOLVrNTWr_LDEDTO B�SIBGS PVC RISFR � ? i HE�er"CERTIFY 7HA.T THE-- F"�A7ER SLffmP,Y(5) AND/c7R StAA(5E `+ 4 L(Wv STUB Or 4 SCHE-0 iLE + 70 " S . ► ° '�iExtS1TN d`rN>~TARY S`tRUCiTIRL:S T�3 p11'ar EXTENDED DISPOSAL. SY;3TEM(a) Fats TTli5 Pr�00.IECT I�Ei E L�E9IGt r7 L A M4 �s r an rt�t CONNECTED Tc�Ftur Up�TOGRADE .. +CAR t1; 3Ei MY 1PiREGTIt�I#. BASEL3 L1PC3Ii A GA�rL AP t7 TI Rt7Cr6li IttGt st ILLxaEG1 Ira ✓ J �� ": s BE RCldtcYl:0 TN ACCORDANCE WM CLEAN�CCN UNIT(rYP) L� tfl'lArt€ES , tx,l�w�axE�Et=tA U *�' '� `c s y .2 SCI>HS TANDARI3S (�') � NOTES STUDY ELF` THE SOIL,517E AND 6ROIJ41 0NA "ER CO a a4.4 = 1 `� FAGtl»iT IIsS, AS r'Re3FGl7,GONIri To 'CIS 16.27 *'" [,�t ' t l / ;�2 :. IFILETVrEVI►{rYP} 17l=PARTMCt#I C►F FtEALINf aER+/1� CC1 r5'i'ftrll?ri i `4 11, DEGRC LATERA1. I. TIC ONTO,,SH.ALL M MODEL e=N-5 M,Ai AC BY �' 1-3, ' PROPOSED SA N1TARY SYSTEM 3 APT €T L 1�1,IIGI.EAi f ll�A. EI�FEG't A�t� T74I5 Gr�TE, ACMihPTfuR AtI. { +� ``« ,,.�„ '"" r --7* ..`"" ,�.,„�„ PORTS Al 4.a� 4. 4"OPENiNC 2 THE DESI( ta LrNSIrEI2, FII,rI d&1' PX ATIVf� At1D SC CLEPP SENTASHALL {T`lP) WTH RYE TIC II I aT`ALLATION e� )HE- O TS, , SHf .I_ R � *E SIDE tltFWOtt,*, r *-•-s L71ME3rttS Cli"P� La�.C.14IN5 SYSTEM. AC1�/AJ. I.1:cM ALL `r1iRE rF't .�'' + ' ✓ * `o /r 4 A GROUND DISTURBAI E ,� ." � ...�_ � �! �,�_. � � HDWARL7 To BACKP LL,. f P"1, Yf�i N.Y.a. L)5. N✓,'45�i5+'€ 4.fid .m p �Y 1�r C,r3t L E°rCD L9I Thlli 'iHOMAS +G. NOL..PER'i',N.Y.S. PE. NO. 614a9 ,,," , 4- •, 4 + S. THE SYSTEM START UP )4ILL l3E TM .. , ' .tl- '" a� , - ; g t" i, srCsC'uEE+N{1'Yf') dilGT SI rZVISI# Ii DP A FLIJIGLEAtt I35g DJ' 6LA5 E. ,�4Y7At , N.`t'.5. P.E, NG3, 8C34't t.•,.yg`'' 0 sews wEatr ca CAC AN EXIrC TEQ C?Pt-ATIOt� A MAih(T1"NANCE All ADAPIt.rt s KU cONT A t PLTv Ir ra I�IAit NArIC r=RavtL rR WRVEYO CERTIFICATION �, f7lt CAP IIYIT _. TY`:00 �1',1MT D '.�s4 SHITTEO TO � S11I'7�MK !, log � / ��t .... OF NEB ICE'S CFc?i1�i7Y L7L"��aR� �L..T'H � I.SC�E�i l J,,llt:rl l Arf�l INI. T tE !� qC? PRIOR TO APPROVAL CP THE I/A OY RE616TRATION to y'dE i'IOZZ-BY`CERTIFY TO HENRY H. B O 5TI r;, Err THAT TH15 4.81 +b.I ! a,4 � .' K STY SAI�1A�Ar"ICaR ITti ARTICLE I' 4!~ TT4IEE " "P I. PRACTICE I FOR LAND RVEYA � IANCE CY r� STATE 92 6.92 � ° A�iIATI�ON � Pt�7f7E�alONAL LAND StIR.VEYORS. L S`T OF 4*SCHEDULE 40 E CONNECTED TO FUJII E �.. f +149 ��/� CLEAN CEri UNIT(TYI') _�a. vEN711 AATrMa r�IPE SCIM as LE D CHAMf E11 vohn l ,-1 I Sedirientation Chamber 277 O 6�r 4.50 s'� l -tl) `-7 Ar rtrbicFilimbpntltanlber 2'78 `` c `o r is ~ '*�,, ! ' ',Lr ' • *,, -- - A c cULAT"4 Ambcct t Fil (Ian f i rtal�cr 6 At LI r L7isinrct:tioh C:Italnbcr T;rrl�'£CT[CM ToW Volume '749 3P� 3.51 LATERAL 3rNLr T PORT CYLINDER (OT'IONA0 JI �? 4 20 ADAPTER ALL PORTS \ ARE 4"O(�NINGS 4' INLEt F SE'r;�I I ATIONS + . r i `\` {7' '? 4, 4, a A Ar, rc frlcdBoardla cm�bic Media PVC P!'/Pl P#tliul tielc 1 b°fo HOI WI.Yt ,hi .L.S.L.Sr. . 0 Aerobic odia PP/PE Fillip Rate 57% .74 �`� #' I Blower 2.8 eft FUJICLEAN CEN SCRUES .,,,,._ A LiF`rrPd � rtr� ,/�.�,r �7 y FRP MODELS AS PETcvlatsSE.'� i`f�W.£T S » -AN t APPROVED FOR USE EIY.SCOrrS ,�. { ,,...�„ Pi ' PVC!PP/P t AoarssUSvcrs PlastdNll sstrran I, UisixaTectant Eitxaatl ChlnritteTat�leL� SaAIM, 1" @ SO` NOT`EP ALL C t1IZ EET'Y'�EId PANEL &KV iNsT"Ai-LA't'Iox �tJIvmcc tvitc- em 5Gf=11E � CtRCULAYMN PIPE v PAf`6u _J T2' AIR MTAKE .k HEN=f411;%%%1e E305TIO, TREATP TIT'TAt 1ST L SEAL,EP TO PREVENT fPV'r, 91C>f7 t� INLL7 AI�A P ER � n" EPrlrrtG cTYP tCt EANIt�i t�lltraG) � isH. &A5 LEAKAOE IMT0°PANEL. 1.Ttaa F n Eft Adagbrxr real(4)tlperirtt3s(3)hoots�(a)outet Al of abuse v�a i 6€enn�N PLAN ,1�1�1fi�'� I FOR KIFI GOi^ f-011CdATION VEVla; 40 Tatra r. k J - 41 rat LOT 51 t'SI;TTl��S AT CaYST�R.�'c�NI��" V5C ALARM/CONTROL. F�ANEL MOL MO45040 2,Tlae tap of ft trial adaptor has air'opmdng fUt can bat Fttad wipe a to SDR WW POO agar cap as a OM oct,t; t8' RA E tTYP 18' 1f CTYra $4' Nn A LE (T 1StWECTt0" I. CO RM-LER *C"W BY S, cYLttat)ea (�'TIF�dAI> 3,Abet,r eaadlrE en" upc3e"wetWapIoraftaffbrtap wn94" t4n4na3daptea$pAtg,I,aa SCNX M4D* LOW c tTNG d�Suffolk Orient,County, t�l of ��7Utti York r ME TM C ONT^ROL Ma(is sW*M vmk"to a stxxt sorb of p"Inserted torch a01w+ent welded into*4 Wkxpter pot f�' -L r�mL0Ita41�'I2 5L1ffdlk G�Un�, New e�r- INGC7J tlh SLrtVIt:6E " " 4,Thekrt Iwerymdart�tat�Ibe 66ared10tneFj4;Cfo nunrt a+1•tcrrwgOkofa`aepoduto40pipe"%Mk8*e4taar:kfed 11 IlA D TYK t,-OATROL.L M A hAo ddap"ot twlfoE ford sr►d n ttatet sn than t1u6 adapt at iRPsh nn Utaa FultCarewn vr� - MI' 5Y S.-_ RHOMBUS c r cnraracr IfcDIA `T } S.The Ir tafkx shag enure that iha sea Ifaerwath ahto edapk>-:r V4 Iaae:t IT.,d ar d+awtaptu fed suFICIO try(o sup2oawt I Iaa(lorn of r-15 AMP EAKEM O C 'fROL PANEL. MOUNT=D the alaptar and sit any s�ottpnq or sva%on the adapter or FuK.4a�n tuft _ i r ■ PRESSLRE S.Wtal EPt(hM pipe,and caps arc NOT to be used�Instal0o"of the edit%ef. ( t:0unty "CC.aX p Dt?trtct IQC.�C 5 flan ? Bttxk r 2 Lot 2.3 i20Y A:, 10,6OKZ; 15 AMP POM-R ISUPF'LY A"rEf3 YVC)OTa PlJ5T5 7.Past hust>ztt a�to gred+.P in acx»rdaru:e wttta attttt'sTAtt3CtARE�FOR AfPRt)itt(L OF PLANS Ak©gfJMS'if2ilCT�i FL7R � � MELD 5�.� COrwlla`I»IMl'EC� OCT. �,2C)23 l2- AYVG lWiTH 6KD IN I'" PVfP.CdOitIr�E11T SC-WAGENSE AL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDtnNCES'and"'ISTAt�Ds MS FOR APPR UAL, MAP PR PeA� NOV. 15 2025 MAIN . OF PLANS AND C.>CIt,ISTRUC7I0N FOR SEWAGE IXSP SAL SYSTEMS FOR SINGLE-FAMILY RESIOEFNCf fi.# g,-S• (D � S'-�' t EclRCULAn N ' SERVICE ICE "AIR INSULATED SU ATE 8,Ttas foff a Inst mUlons on haw is male 8 rant*CM Ior atwung p&ptn9 to Vve Ful n bwt a ends Wap%, 4,_4 4r-3 � 41 �7f ASSEMBLY Y 1GC3I"E� of l�V i°�I<7l to HER PANEL ELEG, IT i t S OviT5 NIRIN6 PER MITI F°E /tSION E7ATlw � �. k3L.0I� 1aTAi�i'r 1,Sea pate ends.t�mfer arts remove al cRat. �y I BLOI'+ER 2>Chaok tiny l'4 of piper one trtb ng.Plea sbmj"cushy go 113 of ft+w4ylrfs the frftPng.N P"bcltam6,4 I its be snug, t. 1i HARL�WiR1` I fifi EI�IC L,C.7519I= &Use a gutablo appilcakn at feast�1 V*erze of",P"d�rneor.Far aso ploe system,moe a rout i �GP�4I f rxtslle tmrsh orroPor. FIN. GRADE 4.Clean P"and Aft wsh a IISW!prkncr.(DD rtfA use prtmor on ABS parts and Eft ,U!.,e Cretr E xrr oW) RUSIC MEDIA S.Apply Ibeinl cant of cement to pipe to%e dcp!h Of the anr*0 Ioave no un bxt , ELEGTRCC SUPPLY 8.Appry a thin cast of ccataerd loft inside of the fltingc avoid pudd of or *nt. I Puddr can cmise wenkeMV and pa"eanrt€a m rat ire of I a'Mang..App*a secvA coo of men"b ft pie. t tATt(IN AS5E1tBLY J— —L ---0 -- -- ..w TO �LAt�iER 7,Ash pwN OUICKLY,Corwrai must be rat.R cenw(setface has dried.rocont�p d �r1C+ '4 OROIJND 5X RHOi �s MA CIOOR F U.XCLEAN TO 19'.ZO m1 R.E'Wh pipe FULLY Ito lof0tge" us"3 a c%ws t rn rev untf prpu tror SEMON D-D 'v,t E:'�i� C..t7l~iTF':OL AIR.SL.OY+tER �,EF�TaR Otr'iT5 S�'L)GE BOX R.tltakr riAtrx,I tea�30 setts act preveaat p�ae peratrcnat-tang at Iavt atarraperaexas.c,+Mqe�m'.cx. `�'��t��•�'-,�,"��� AIR LINE TO 10.Allow 15 wntrtea for good ham"stmngth and 2 boom em om.at tt�o"ratums above 4f'J ttt as PANM- LIwGTRECAL SLR 3' F CJ.IIGL. +N Col+iTO Farwent�rlt before ptessrara tact up to IeD p'al.Lorgtr eta tlm y be"ilre l at tempmb,bA6s bt sG degrees ,�+ rahrontKtit Orr with p'pe aabove 3 whes.D0 NOT TEST WITH Alit t :�7sra l e�t ate .s'HOM F-LEGTRICAL ONI�-LINE V IAC��'AM CONTROL L FAIL. 4 SLOY M NOTE.Tfae tarter Is dopetternt on smera l far m,TM+ptpe sim,r �10,a ftl t I-ar r1, I/A OY4T5 MPL. C EN-' t Cs. BY FUJ GLEAN USA JOB NO,20=-0212 ra(a€trc hun,40y,t+a"01 COMM a+W and the systcatl oporaVrtg pressure shmM a be Coo rod taut dc4arrnlrr'np taet up rxme tkMS. f DI'aCG. 2O15 J 11 E� 2p22 t72I2_bIa � OF 2 SCALP 1�� ' y �V BOSTIC GARAGE SEPTIC APPROVAL SCALE NOTED 03 06 25 0 . 1 I ARCHITECT OF RECORD: Aug 11202� Zoning k3oard 01 pppe0r, THOMAS HANRAHAN9 HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: X 13 KOS, LLC t4S7 KING STREET, 05 CHARLESTON, SC 29403 COUNTY OF SUFFOLK Project Name:530 Narrow River Rd Health Services Reference#.R-24-0172 SCTM#., 1000027000200002003 Revision#.0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT EDWARD P.ROMAINE As a condition of this permit to construct,the following items must be completed as a minimum,prior to building SUFFOLK COUNTY EXECUTIVE occupancy and use of the sewage disposal system or water supply facilities. For further Information concerning this,refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,I MPH Commissioner INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. PERMIT CO"'I"NrDITIONS Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. Project Name:630 Narrow River Rd Satisfactory inspection by Office of Wastewater Management of the water supply for the accessory bullding(s). Health Services Reference#:R-24-0172 SCTM#, 1000027000200002003 Revision#:0 Satisfactory inspection by Office of Wastewater Management of the water supply system. The attached plan,when duty signed by a representative of the department,in conjunction with these conditions, DOCUMENTS REQUIRED: constitutes a permit to construct a water supply,sewage disposal,and/or collection system for the property as deplcteed. Four(4) prints of an As-Built plan (See instructions Form 1WiM-041) The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein., Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Certification from the licensed sewage disposal system installer(Form WWM-078) Plans and Construction for Sewage Disposal Systems for Single Family Residences,Omissions.Inconsistencices or lack of detail on the plan do not release the applicant from the responsibility of having the construction done In Well drillers report conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. Water analysis by a NYS certified laboratory(performed Within one year) The permit(plan)expires three(3)years after the approval date.Any modification to the approved design requires thce Certification of Sewage Disposal System Abandonment(Form WWM-080) submission of a revised plan and additional fees(if applicable)for approval prior to construction.No inspections will I be performed by the department If a copy of the approved site plantsurvey Is not on site during construction or I if the permit has expired. Signed copy of the Operations& Maintenance Contract for the I/A OWTS Permits may be renewed.transferred,or revised in accordance with the procedures described in Instmetions to Remew, Completed Application to Register an IIA OWTS(Form WWM-304) Extend,or Transfer an Existing Permit for Single Family Residences(Form WWM404). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior Ito Design Professionals Certification of Constructed Works(Form VvWA-073)for:I/A OWTS backfilling.This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754,or through the ACA Portal at hLqpsILac�- In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposat systems.Excavation inspections must be confirmed by calling(631)852-6700 between 8.30a.m.and 9:30 a.m.,the morning of the Inspection.Article V11 of the Code, "Septic Industry Businesses,"requires that all installers ct septic systems witthin shall possess a valid license from the Office of Consumer Affairs. This office,will not perform inspections for or grant ffinal approval for construction of projects that are installed by an unlicensed individual, It is,therefore, in your best interest!to utilize a cesspool contractor with a valid license to avold substantial delays in your project. Final approval Issued by the Department Is necessary prior to the occupancy of new buildings,additions to existing buildings,or for the use of sewage disposal or water supply systems. 0AVA-016 Page I of 2 WWM-0113 Page 2 of 2 BOSTIC GARAGE SEPTIC APPROVAL NO SCALE 04 02 25 A 0 . 2 i Receive AUG 112025 42-7" ARCHITECT OF RECORD: ' Zoning Board of Appeal�a E 7'-3" $°.gM 81-91z "-3112 71-6" e OVERHEAD OVERHEAD ...:. s 4'-tY '` OUTSWING i 53 WIRELESS ROAD f f ✓s -�,,� .__..�.__._ � - i ...._ --•-�- �_...-__._-_ .�,- EAST H A M P T Q hl, NY 1 1 9 3 7 it INSTALL SEALED EXTERIOR DOOR '! FOR ENERGY TESTING T-W X 31-17 X __-..----_-- ----__- - EXT. k 1 1 1 a n j k 1 1 1 �4 - 1 UP IN COLLABORATION WITH: r 1 1 1 1 k [ 9 t i ! 1 ! 1 t � LOWER STUDIO ' 1 GARAGE 1 t GARAGE 1 I ,� 14'-0"X 24'-T BAY ONE j j BAY TWO j I N pxs p 11"-6*X 24`-0" r 1 11'-EM X 113'-6" 1 I -► �- KQ'..r-, Lt..0 I RLESTON, SC 4S 8'-6-CEILING i 8`-6"CEILING I ;' __ E---- 9 CHA pg r f t 3"-0" X 3"-0"X I 5'-tP r I START 8'-8"CEILING 1ST FLOOR PLAN 1 1 1 1 1 1 1 1 F— .. i L-------------------r r-------------------j OPTION: I BUILT-IN STORAGE 1 1 k t I UNDER STAIRS j E t CO r,.....,.......,.,..,.....,.....,...,.-.-r s--..--.-,r-.,-- —-.,.................r 1S"•11" 6""OA 41+1M ......_....., ._ 4'-0112" 14%6112" r 't 3'—V X.; WORK � OUTDOOR �< ; �- HALF-BATH BENCH STORAGE 7'-6"x 5'-1"X J"-0* k 77`-�6+"FX�5'-�UA"f//sa A' ... W-6"CEII,..ING1.BENCH e r' I r.. , 2'-r X /'✓ 3 I �3'4'X `3 3"'�"X i B "� LLL a o are`° T-6" �1-g" FIXED t COVERED PORCH i 26'2"X 8''0" I 5-3" 14.8" 11 -4 S-4 6»© I ;� .... . .......... I... _ ,............ ................................ , ............. ...........,,, ., . 7'-5"X 3'-11" "BX8"COLLWMNS i OUTDOOR r SHOWER I ..... .............. _.,..............,.,......„,......._...........----..,.,..._.....;..::;....:............- .....,_....._.._.._..,.......,........................... ........ ------ Ow, ...... , .. _ .......__. ............ ._ 5..............,...,. 7'-5M 4" 12'-9" 12'-9" 4'`'1 j................. .. ....: j....................... i/ ;r.................. .. .. . .. ..................... .. . .... . . .................................:..s ;... r 1 42-7" ................ _ ................. _ _ ..._... _....._... ........__-------- ......__... i 42'-7" 2'-8" I 4"-7" I 4'-7" 18'-8. 4'-7- 4'-7 _.,,.., I,. '3UTSW C I 2=6"X 3'-'V I FIXED CASEMENT ` I V-8"KNEEWALL { 2N[7 FLOOR PLAN __ I I `' LOWOPE TO _-.I >____--__--,-._,-__.,.,._....__.. .. .. LOWER STUDIO w i 2'-6"X UPPER STUDIO , 3'W X *' ; 4`6" - r , . " 16 0 15' i1",r X s 8'-0 CEILING STUDIO LOFT 14'-0"X 9'-11" WINDOW SCHEDULE p�f D 4F�G' ' 14'•61/2" NO SIZE STYLE KIND l eqRC�� ; A 4 3.0 X 5 � 1 LITE OUTSWING CASEMENT �kt� .•t B. 1 7,-0"X T-6" 1 LITE ? FIXED I I START OF FULL HEIGHT CEILING � scj 2"fit X " 1'-6"X 4'�!" I OUTSWING ry = I 5'-W KNEEWALL +rs S-8" V-8"KNEEWALL' ' CASEMENT ." ..I._ ............ _...............i......................_........_.. .._.......... .........__. ....._.,._....._. �1 C. 1 - 1 UTE r 'E STAIR MALL -, Y2'-6"X '-W ' 1 LITE OUTSWING CASEMENT D 41!?£5 5 �C3 .,, 8'-6"X 131-8" •;� , E. '� 2'-6"X 3'-0" i LITE OUTSWING CASEMENT OF 1 x 2X6 FRAMING THROUGHOUT '� F. 3........2"-6"X 3'-0" i 1 LITE....y ' FIXED .............._.._.......... ...._....... _. . EXCEPT AT DORMERS *- (s}2'6�X 3` l" (3)2' X 3"�1 G. 2 2"-&"X 4'-6" 1 LITE OUTSWING CASEMENT O SWING UTSWING �t CASEMENT CASEMENT DOOR SCHEDULE 5'-8"KNEE'WALLS THROUGHOUT ..:.::_.. . . ........ 4 *� NO. SIZE STYLE KIND I-01C. NOTES «�f " �2'.8" I 4t-7" ; 4'-7" 8'-10 !2" I 4''T" 4''7" � 14'-8112" ' 1,' 2 8'-0"X 7''-6M ! SLAT GARAGE EXTERIOR * ALASKAN CEDAR B o S T I C GARAGE 2X4 FRA MING AT SIDES `" __...... ._..._. .,........ _ r...._........_...... .........-. .... ...., ....._..._,_.......... .... _.,....... .. .. _ _....-..................-.................._........... OF SHI=13 dC�Rlull;I�& ,,.�- / .!' �! � .� � r�' 2X6"FRAMING AT FRONT 2.- 1 8'-0"X 71-6" f SLAT FRENCH EXTERIOR ALASKAN CEDAR 1ST & 2ND FLOOR PLANS _-_-_.-_-___.,...._-.--_......._.....................................__._.+. .............................-----, NOTE:2*SIDE WINDOW CASINGS ...a PORCH ROOF ' 3- 2 3'-0"X 7'-6" ' 1 LITE SINGLE EXTERIOR FIR/BACK PORCH 1 /4"=1 '.0" IN DOAMER&4"MULLS t 4. 1 3`-0"X 71-6" i FLAT SINGLE EXTERIOR GARAGE STAIR 06 03 25 BETWEEN UNITS.SEE DETAILS, A 3.1 A 3.2 A 3,3 A 3. 1 1 1 1 5. 1 2'-0"X 7'-6" FLAT SINGLE INTERIOR HALF-BATH 6. 1 3'-0"X 7w ! FLAT POCKET INTERIOR GARAGE M T. 1 2'-8"X 6'-8" FLAT POCKET INTERIOR 2ND FLOOR 8.: 1 W-0"X 6'-W FLAT = SINGLE INTERIOR 2ND FLOG i I c��55 - Received AUG 112025 ARCHITECT OF RECORD: 42'"7" ........._..........__..._............................ ....... zoning Board of Appeale 71.3" I 9'-9" , 8"-91/2" I 9'-31/2" 1 7'-6" , .... ................... . ......... ;r ............. . ..... ........ ..... ................. .. .. .. ..... ............ . .. .. . .......... .. ;.. ....,.......................... I e° X a's" r a,01 �'• 1 t.,x a'-W X 7'-IV THOMAS HANRANAN , NMA " G`; a FRENCH _ J OVERHEAD ? OVERHEAD d-0' OUTSWING ' 53 WIRELESS ROAD I EAST HANIPTON, NY 11937 INSTALL SEALED EXTERIOR.DOOR FOR ENERGY TESTING +�f y NX-- VV"V !S• 7t. 7'-6q---------�---------- y--------- (EXT.)... r 1 t k � f a t r a 3CYX , N IN COLLABORATION WITH: 1 1 ! 1 r 4+fr F'-------------------1 ---------.---------- -1 LOWER STUDIO i GARAGE GARAGE i I `;� 14'-0"X 24'-0" / 1 r BAY Wpry 1 ( w � co / i.JA9 L/IYE IJb"31 TYYV f f 1 V-6"X 24'-W i i 11'-6"X 181-W + I I KO S, LLC 1 1 # 1 ( ; 1437 KING STREET, #15 rfy CHARLESTON, SC 29403 1 8%6"CEILING k ! 8'-6"CEILING 1 ______ ___________ 1 1 ! 1 r� PLAN -� X �rtr f 1 1 1 I START V-8"CEILING aaat 5"-0" FLOOR t-L IN jr 1 i i 1 F— -�ra r 4 irs t.------------------`� 1.-------:----------- •! �'�. i p$'� ON: 1 1 1 1 p STORAGE UNDER STAIRS ..............i ! 1 1 1 ttt e!Y +.----------..-,-----.--.,,r co z 4'-C IM 14'-61Z .. ...».ww....._...._...................._.»».....»....»...__."..»..,.»...",»»»,_.w.............»_ .._....... .. [...... ............. .. ........ .»»....,»».._""___.._..» _.._..._.. t .............,.»._,...w....._....,.,_.»». »....._......._....._ E ......._.................... C '� ' WORK i OUTDOOR �_t. HALF-BATH BENCH STORAGEX 5 8'-6'"CEILINq -------------------------------- ' <v" E ; j as '•I BENCH 21 *X ?3 a 31 T X x4r X f s' 7y'•I3" FIXED COVERED PORCH 26'-2"X 8'-0" CV 5 3" 14tr$ 1 V-4" 5'.4w .x �!..... . .. . ....... ..« .. . ........ ............ �yF ......................_............._................................. ........................... ............. . . a " OUTDOOR 'r SHOWER 7'-5" 4 i 12'-9" 12'-9" 4-'I 0" F f � 42-7" ....... ....""__....... . ..................... . _...... .... ._ .... ... ... .... ....... .... ........._................._...................._..__-_..._. ...._..._.........."._..........._......_........ ..............................._............_..................... .... ............. 42'-7" 9 4'-7" 4'-7" 161-8" 4'-7" 4'-7" E , - f ! f ;rlr ti "� '•fit ryrrhi ! i F,I' P '', ., I , - �.....�..-."...., .-........,...r (3�2'-B"X 3`tr" f 2'-6"X a,-ir t7 tswlfCi I FIXED CASEMENT C I to I # 5'-8"KNEEWAkLL__`r t I � I Z, { i 2ND FLOOR PLAN __ I � � _____ ___ I LOWER OPEN TO STUDIO W ` ' UPPER STUDIO $'. 3t-o"X 2,8 X`', =6 ; �1 �" r ; 18'-0"X 15'-11" !; s" ? aaa 21 8'-0"CEILING STUDIO LOFT 14'-0"X 9'-11" •} WINDOW SCHEDULE F P- +y� Y F fb 4 14-61/2 . I .: KIND cj I.__________- DN ' A. 4 3'-W X 5'-W .""`.",1 LITE OUTSWING CASEMENT art -' B., 1 - 7'-O"X T-W 1 LITE . FIXED ib I I Q ' 2t4 r X START OF FULL HEIGHT CEILING �' " I C. 1 i'-6 X 4'-0"° 1 LITE OUTSWING CASEMENT r ' 5'-S"I.tJEEiNAtL ry 5^8"KIVEEkALL , _........_..._,._........_............._......_... l I I D, 1 „ . 2'-6"K 4'-0" 3 1 LITE OUTSWING CASEMENT STAIR HALL ' '. , r 8"_6"X 13-8" E.' 9 2'-F,"X 3%T 1 LITE OUTSWING CASEMENT 31 I l s .......,.....,................. : ..._.._........ ..» T_.. »...._......».»„_,_....»....__.._....»_..»..» 2X6"FRAMING THROUGHOUT 2'6"X 3'�CI" i 1 F. 3 - LITE ».....»FIXED EXCEPT AT DORMERS y- : �}�'6"X 3'0" �s}�`�"X 3'0` ttT c G. 2 2 6"X 4.0" ; 1 LITE OUTSWING CASEMENT 0 O SPIN UTSWING CASEMENT CASEMENT 5'-8"KNEEWALLS THROUGHOUT f - ....._...,....._. ,.: r �.. g DOOR SCHEDULE NU." SIZE E STYLE KIND LOC. NOTES 2'-8" 4t4 4,-7" 6'-101/2" 4'-r 4-7" 14'-81/2" y r: 1 N , " s r i 2 8-0 X 7-6 ; SLAT GARAGE EXTERIO R f ALASKAN CEDAR 2X4 FRAMING AT SIDES � . .........._................. ............_ ....._..____...... H . ............................,,.,.,.......,. ._. I B O S T 1 C GARAGE OF SHED DORMER& I J / 2X6"FRAMING AT FRONT '�• 1 8'-0"X 7'-W SLAT FRENCH EXTERIOR " ALASKAN CEDAR 1ST & PLANS F y..............._....._................................._.__________.._.....<...__.._......_..._._....:__.._...,.._..____4..__....__...,_,;..._.___._..,_:..... ___.._....._ N D FLOOR , F O R 3, 2 3r-ON X 7t-S" ; 1 LITE SINGLE EXTERIOR ' FIR/BACK PORCH 1 !4"-1 t-0" PORCH ROOF .... . .. ........... ,.. ., .........,,.. .....nn, ;MUTE:2"SIDE WINDOW W CASINGS...... SINGLE EXTERIOR GARAGE STAIR 06 03 25 IN DORMER&4"MULLS t 4-" 1 3`-0"X 7'-6" ( FLAT BETWEEN UNITS.SEE DETAILS. A 3.1 1 1 1 1 6. 1 2'-O"X 7'-W FLAT i SINGLE INTERIOR j HALF-BATH 6..:..,w1___...._3"-ON X 7--6" F FLAT ...POCKET__.._.,,,__°. INTERI�1FINry_5....GARAG'I _........ ................._. A " 7. 1 ' 2'-8"X 6'-8" FLAT ? POCKET INTERIOR 2ND FLOOR 8, 1 : 3`-O"X 6",8N FLAT ! SINGLE INTERIOR 2ND FLOOR Received AUG 112025: Zoning Doard of APp'eals DRIVEWAY APRON ARCHITECT OF RECORD: 42-7" THOMAS HANRAHAN , HMA .......... ............. .............. ----------- .......................................... ............... .................... 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: If KDS. LLC f 1437 KING STREET, #5 CHARLESTON, SC 29403 GARAGE SILAS ........ X 2.5--v cli i ........................... FOUNDATION PLAN .......... ............. .......... SS ti 4" ............ ................... ---------------------- ........... ---------- PORCH SLAB 26-2*X 8'-2" OX8"COLUMNS et OUTDOOR SHOWER 133*-l" .... ...... V-2" 26'-2' INCITE: PORCH PAVERS TIE INTO POOL TERRACE SLOPE FROM GARAGE TO INTEGRATED FRENCH DRAIN MAIN GABLE ROOF- SHED DORMER A 12 1 12 1 1 12 t1 1 12 12 8 2.5 2.5 ROOF PLAN aelD Alit 0 01-n F N 12 12 12 12 12 2.6 2.5 BOSTIC GARAGE FOUNDATION & ROOF PLAN 114"=l *-O* 02 28 25 12 2.5 A 1 .2 i ReCeived AUG 112025 Zoning Board of Appear ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: _ in KOS, LLC 1437 KING STREET, 05 CHARLESTON,SC 29403 RIDGE HEIGHT... ................a _ ..• .. bbb s SHED DORMER 9 2ND FL CEILING — C--— -- _ � 7'-3"FINISH HT„WINDOWS ? -- € i ;, STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE NOTE;RAFTERS CONCEALED BEHIND FACIA J€ ; W s fV _ ' N; } 2ND FINISHED FLOOR , , 1ST FLCEILING'11°c i i r ^ I 7*-'6"FINISH HT. WINDOWS 00 FINISHED SLAB GRADE i i i 1 , f s I — r ^ r • t , i j , : , i II F i } t ; i e i.. : : : rs ✓ �y ALASKAN CEDAR OUTSWING GARAGE DOORS ' ALASKAN CEDAR GARAGE DOORS FRONT ELEVAMON W/SHED DORWERS 4FIG IQ �OF H BOSTIC GARAGE ELEVATION 114"®1 '-0" 42 28 26 A 2,1 Received M5 Board Of Appeal ARCHITECT OF RECORD: THOMAS HANRAHANp HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: X KIDS, LLC 1437 KING STREET.05 CHARLESTON, SC 29403 SHEDDORMER \---------\-'RIDGE HEIGHT 12 ----325 ..................... ...... 2ND FL CEILING 7-31 FINISH HT.,WINDOWS .......... • 12 40 COVERED PORCH W/ EXPOSED RAFTERS < cc Lu 12 2N D FINISHED FLOOR I ST FL CEILING 8'.0-FINISH HT.,WINDOWS .......................... 'co ............... FINISHED SLAB GRADE ALASKAN CEDAR SHINGLES SUE ELEVATION (GARIAGE BAY ONE) CO 4 ORO 0 FN BOSTIC GARAGE ELEVATION 1 /4*=1 '-0" 02 :28 25 A 2.2 12 i Received AUG 1 1 2025 Zoning Board of AApea19 ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: KDS. LLC 1437 KING STREET, #5 CHARLESTON,SC 29403 SHED DORMERS— RIDGE HEIGHT r 2NDFLCEILIN[ 7'-3"FINISH HT.,WINDOW `�— STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE a � 5 '. r " NOTE:RAFTERS CONCEALED BEHIND FACIA as v iv COVERED PORCH Wt EXPOSED RAFTERS : , s 2ND FINISHED FLOOR 8X6X S t7LiC1GECD+4R COLUMNS - .,... .. ...».....,....v , a , ' P i ST FL CEILING `'Ir , x ,.... .....,...�.x......, . _...t ..........,_... € i i f e: ; 7'-6'FINISHHTf,WINDOWS "�— t ' ` ............ ....... � FIXED BAY WINDOW/OPERABLE IJCDOR ; . , . , a i S _..,,.....r .. ! € s ; .. ........ ......... ....... l €p i : , FINISHED SLAB _ 3.. , Ir GRADE iy ALASKAN CEDAR OUTDOOR SHOWER REAR ELEVATION Wl COVEIRED PORCH rE-.I A "��i ORO or OF t4 BOSTIC GARAGE ELEVATION 1r4°=l '-O' 02 28 25 A 2.3 i Received AUG 11 2025 Zon;ng Board of Appeals ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: KOS, LLC t437 FLING STREET, #5 CHARLESTON, SC 29403 SHED DORMER 12 RIDGE HEIGHT 12 2ND FL , FINISH= f f WINDOWS : NG ' { � I T, f � i ` t t ' , I , Y E _.y {{ i } � a zo COVERED PORCH W! .,.4 i EXPOSED RAFTERS ; k , 12 � 0 �---?~""`` . " �... ..._ . ... f. .... ,. � _. .. ,.. .... � � -�� . 2ND FINISHED FLOC?R » ti_ f f . 1STFLCEILING . . n $'-0'FINISH HT.,WINDOWS .........................».............. w to V f $q.. , i i 9 f 1 S f f ,. , FINISHED SLAB GRADE ALASKAN CEDAR SHINGLES..„, BIDE ELEVATION (GARAGE BAY THREE) af.ID4 � loll o,n �4 �OF 14 BOSTIC GARAGE ELEVATION 1 14"^-1 '-0* 02 28 25 A 2.4 I Fkec ol Appeals .Zoo.tng 5oeLr6 ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: NOTE:(1)2X14"LVL RIDGE BEAM KOS, LLC 3X80 BLOCKING @ O.C.24" 1437 KING STREET, #5 NAILED TO 3XW DORMER RAFTER CHARLESTON, SC 21a403 2X14"LVL CEILING JOIST (SEE STRUCTURALS) 12 3XS'DORMER RAFTER STANDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD 1/2"TREATED PLYWOOD 1XW PTT&G DECKING 12 12 EN, 2.5 METAL DRIP EDGE ATTIC 2NDFLCEILING FLAT CEILINGS TO MEET. 1X4"FACIA R-38 INSULATION VALUE ' 2-T cy 3X87 EXP_O*EDRAFTED:Wf CH AM FERED.END STANDING SEAM METAL ROOF MATCH SHIELD ATER MAIN HOUSE 2X4"SEVELE:D CEDAR TRIM W/I-COPPER CAP 3t-6- all 1 1/2" 3'-6- ICEW............... .............. ........... -------------- NOTE, INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW WINDOW MANUFACTURER'S RECOMMENDATIONS 1/2"TREATED PLYWOOD APPLIED 3X3"CEEDAR$ILL WIROUTED DRIP-EDGE I X6'TgG DECKING METAL FLASHING BENEATH SILL 3X37..EXPOSED RAFTER,Wt TO MATCH METAL ROOF CHAMFERED END co (SEE,DET AILS) 3X8"EXPOSED,RAFTER,W4, 1 CHAMFERED END (SEE-DETAILS) ui WALLS TO MEET R-21 WALLS TO MEET A-21 UPPER STUDIO W INSULATION VALUE z INSULATION VALUE w z 21-04 ............... METAL DRIP EDGE SECOND FLOOR SYSTEM To MEET, C%l lXil"FACIA R-30 INSULATION VALUE 12 2XI(r BLOCKING W 2X2"LEDGER 2.5 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING BUILDING WRAP 112"PRESSURE TREATED PLYWOOD 1ST FLCEILING 2X6"FRAMING INSULATION 2XI 4"LVL FLOOR SYSTEM (3)2XI0'HEADER(SEE STRUCTURALS) ........... ALASKAN CEDAR GARAGE DOOR 0 5"REINFORCED CONCRETE SLAB 3: tD 3"RIGID FOAM INSULATION GARAGE BAY ONE _* w co LL COVERED PORCH 10 MILL.VAPOR BARRIER u. t:) IN BACKGROUND 6-COMPACTED GRAVEL co ....................... ................. COMPRESSED FILL zo 8"CONCRETE WALL Z . (SEE STRUCTURALS) DRIVEWAYSLAS 0 7 . .................... HEATED SLAB FLOOR TO MEET, .......... CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE (SEE STRUCTURALS) Hx- ---- ------------- ............ FINISHED SLAB GRADE ....................... ....... ............ A :04 0 I It I.tZ or 0 0 0 0 0 0 Drm 2%0A ------------- 3,1 SECTION SEE STRUCTURAL ENGINEERING FOR B O S T I C GARAGE GARAGE BAY ONE UPPER STUDIO ALL STRAPPING&HOLD-DOWN DETAILS SECTION 112"=1 '-0" 06 03 25 A 3.1 Received AUG 112025 Zoning Board of Appeale ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: NOTE:(2)2XI 4'LVL RIDGE BEAM KIDS, LLC 1437 KING STREET, 05 CHARLESTON, SC 29403 MIDGE HEIGHT 12 ATTIC ............. 2NDFLCEILING .................... .......... ............ FLAT OR TRUSS CEILINGS TO MEET R-38 INSULATION VALUE STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE 3.v ICE&WATER SHIELD ...........- 1t2"TREATED PLYWOOD IXS"T&G DECKING 3X8",EXPOSED RAFTERWt, CHAMFERED END Co Co (SEe,DETAILS) oo _j _j 4'-0 112' UPPER STUDIO w WALLS TO MEET A-21 w z STANDING SEAM METAL ROOF WALLS TO MEET R-21 INSULATION VALUE INSULATION VALUE TO MATCH MAIN HOUSE ICE&WATER SHIELD in 21.0-0 1!2"TREATED PLYWOOD C' I X6'T&G DECKING SECOND FLOOR SYSTEM TO MEET R-30 INSULATION VALUE 3X8"EXPOSED RAFTER W1, 12 CHAMFERED END 2.6 2ND FINISHED FLOOR (SEE,DETAILS) ALASKAN CEDAR SHINGLE SIDING BUILDING WRAP I ST FL CEILING ia"PRESSURE TREATED PLYWOOD 2X6"FRAMING j 00 INSULATION METAL DRIP EDGE 2X1 4"LVL FLOOR SYSTEM 2'-0" 1X4"FACIA 8XS"KDAT FIR BEAM (3)2X1 01 H EADER(SEE STRUCTURALS) WALLS TO MEET R-21, (SEE STRUCTURALS) INSULATION VALUE ALASKAN CEDAR GARAGE DOOR 2'-T OVERHANG 5"REINFORCED CONCRETE SLAB OXS"KOAT FIR COLUMN z 0 OUTDOOR COVERED GARAGE BAY TWO 3" RIGID FOAM INSULATION w STORAGE PORCH 10 MILL,VAPOR BARRIER z ic> to � 6,COMPACTED GRAVEL ZD Co z COMPRESSED FILL STONE PAVERS TO MATCH POOL UL a"CONCRETE WALL 4"PORCH CONCRETE SLAB z (SEE STRUCTURALS) 0 DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET SIMPSON POST BASE —, Z ' CONTINUOUS CONCRETE FOOTING 8-15 INSULATION VALUE cr_ (SEE STRUCTURALS) < cm FINISHED SLAB I C, ------ 11V SONOTUBE AT COLUMNS GRADE o o eh F oln OFN 0 0 0 i 0 0 0 T-0" 3.2 SECTION BOSTIC GARAGE SEE STRUCTURAL ENGINEERING FOR GARAGE BAY TWO UPPER STUDIO ALL STRAPPING& HOLD-DOWN DETAILS SECTION 06 03 25 A 3.2 Received ARCHITECT OF RECORD: AUG 112025 Zoning Board of AppeO.10 THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: (2)2Xlr LVIL RIDGE BEAM KIDS, LLC 3X8'BLOCKING 0 24"O.C. 1437 KING STREET, 05 NAILED TO 3X8"DORMER RAFTER CHARLESTON, SC 29403 2XIO'CEILING JOIST (SEE STRUCTURALS) 12 3X8*DORMER RAFTER STANDING SEAM METAL ROOF ....... RIDGE HEIGHT ICE&WATER SHIELD 1/2"TREATED PLYWOOD 12 2.5 IX6m PT T&G DECKING METAL DRIP EDGE ca 2NDFLCEILING lX4"FACIA Kl- 2'.00 3X87 E cli ........... RED.ENP,(SEE-DETAILS) STANDING.SEAM METAL ROOF TO MATCH WAIN HOUSE FLAT OR TRUSS CEILINGS TO MEET 2X4"BEVELED CEDAR TRIM W/I'COPPER CAP R-38 INSULATION VALUE ICIE&WATER SHIELD NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW 11r TIREATED PLYWOOD WINDOW MANUFACTURER'S RECOMMENDATIONS lX6"T&GDECKING APPLIED 3X3"CEDAR SILL Wl ROUTED DRIP-EDGE 3XWJEXFROSED,RAF JER-Wt CHAMFE=-REDj;_-ND WI wALLS TO MEET R-21 ,- IN4SULATION VALUE z STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE ICE&WATER SHIELD 2'.(Y 1/2'TREATED PLYWOOD 21 I X6*T&G DECKING V;ALLS To MEET R-21 I Iv INSULATION VALUE 3X60.EXPOSED RAFT 1 Xr FACIA ER,W/ STAIRHALL 12 CHAMFERED,END ; __\- - 2Xl 0"BLOCKING W/2X2"LEDGER 2.6 (SEF-DETAILS) . . ----------- 2ND FINISHED FLOOR ALASKAN CEDARt SHINGLE SIDING C> BUILDING WRAP 1/2"PRESSURE TREATED PLYWOOD ISTFLCEILING 2X6'"FRAMING to INSULATION METAL DRIP EDGE (3)2X10' HEADER(SEE STRUCTURALS) 2-T i X46 FACIA OUTSWING CA63EMENT WINDOW 2XI4"LVL FLOOR JOISTS WIALLS TO MEET R-21 . IMSULATION VALUE SXS'KDAT FIR BEAM NOTE:I NSTALLATION OF WIN DOAVS AND FLASHING (SEE STRUCTURALS) (SEE STRUCTURALS) TO FOLLOW WINDOW MANUFACTIURERS 2'-O"OVERHANG RECOMMENDATIONS U) SX8"KDAT FIR COLUMN x So REINFORCED CONCRETE SLAB ,4 1 z X RIGID FOAM INSULATION COVERED zo 10 MILL. VAPOR BARRIER z UNDER HALF-BATH PORCH �0 ` UL j CO 6"COMIPACTED GRAVEL STAIRSTORAGE STONE PAVERS TO MATCH POOL COMPRESSED FILL 4"PORCH CONCRETE SLAB 8"C,'ONCRETE WALL (SEIE STRUCTURALS) DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET .-., SIMPSON POST BASE .......... CONTINUOUS COINCRETE FOOTING R-1 5 INSULATION VALUE (SEE STRUCTURALS) FINISHED SLAB 4q Q ' ------ 16"SONOTUBE AT COLUMNS GRADE 77, 7 �7, a) 4 ............ ...................................... ................................................................................................................ ............. ........ ....... .......... ........... 0 0 ... ..................... ...................................... ------------------ -L:Lr '�OFN 0 0 0 0 0 0 24.0" r3.3 SECTION SEE STRUCTURAL ENGINEERING FOR ALL STRAPPING&HOLD-DOWN DETAILS BOSTIC GARAGE STAIRHALL/PORCH SECTION 1/2'=l '-0" 04 02 25 A 3.3 Received AUG 112025 Zoning Board of APPeale ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: K la (2)2XI 4'LVL RIDGE BEAM KOS, LLC 1437 KING STREET, 105 ="IBLOCKING 0 24"O.C. CHARLESTON, SC 29403 NAILED TO 3Xam DORMER RAFTER 2XI 0"CEILING JOIST (SEE STRUCTURALS) 3X8"DORMER RAFTER STANIDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD 12 8 112"TREATED PLYWOOD 12 1X6!PTT&G,DECKING 2.5 C::� METAL DRIB EDGE (% 2NDFLCEILING IX4"FACIA 3X8,_EXPOSED RAFTER, 2'-0" Wi,QHAMF'ERED.END(SEE DETAILS) STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE CATHEDRAL CEILING TO MEET 2K4"BEVELED CEDAR TRIM W/I-COPPER CAP R-30 INSULATION VALUE, 3' ICE&WATER SHIELD NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW PER RESCHECK WINDOW MANUFACTURER'S RECOM MIEN DATIONS 1/2"TREATED PLYWOOD APPLIED 3X3"CEDAR SILLL W/ROUTED DRIP-EDGE I X6'T&G DECKING METAL,FLASHING BENEATH SILL 3X8",.EXP0SED,RAFTER_W4 TO MA"ITCH METAL ROOF CHAMFEREDJEND (SEE-DETAILS) co j STUDIO 3X(6"EXPOSED RAF CHAMFERED END LOFT UJ (SIEE,DETAILS) WALLS TO MEET R-21 Lu INSULATION VALUE z STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE tD ICE&WATER SHIELD u 1 WALLS TO MEET R-21 INSULATION VALUE 24.0- 1W TREATED PLYWOOD METAL DRIP EDGE I X6"T&G DECKING 1X4"FACIA 3X8'EXPOSED RAFTER,Wt, C.4 12 2X10"BLOCKING W/2X2"LEDGER CHAMFERED END 2ND FINISHED FOR IALASKAN CEDAR SHINGLE SIDING C> '7 BUILDING WRAP (SEE,DETAILS) ISTFLCEILING l/r PRESSURE TREATED PLYWOOD 2X6"FRAMING co INSULATION METAL DRIP EDGE (3)2X 10-HEADER 5X5"STEEL BEAM TO SPAN OPENING 2X12'LVL FLOOR JOISTS (SEE STRUCTURALS) 2'-0" IX4"FACIA (SEE STRUCTURALS) (SEE STRUCTURALS) " (3)2),XlT HEADER(SEE STRUCTURALS) 8X8 KDAT FIR BEAM (SEE STRUCTURALS) NEW 3'-0'X 7-6"DOOR OUTSWING AkLASKAN CEDAR GARAGE DOORS 2'-C'OVERHANG 0 8X8"KDAT FIR COLUMN 50 REINFORCED CONCRETE SLAB z r RIGID FOAM INSULATION LOWER STUDIO w COVERED l 65, i PORCH 10 MILL.VAPOR BARRIER ;0 FZ W COMPACTED GRAVEL S2 z COMPRESSED FILL STONE PAVERS TO MATCH POOL iiQD 4"PORCH CONCRETE SLAB 8"CONCRETE WALL (SEE STRUCTURALS) 2"TRANSITION FROM DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET GARAGE SLAB TO PORCH SIMPSON POST BASE CONTINUOUS CONCRETE FOOTING B-15 INSULATION VALUE (;SEE STRUCTUIRALS) C%j FINISHED SLAB " .................. ...................... .............. ........ 16 SONOTUSE AT COLUMNS GRADE ........ ........ ......... Ca t 9 M,..,.y.... ,.'y �@ /� 0 0 0 0 cl OF t4 2f.O" 3.4 SECTION SEE STRUCTURAL ENGINEERING FOR B O S T I C GARAGE LOWER STUDIO I STUDIO LOFT ALL STRAPPING& HOLD-DOWN DETAILS SECTION 1/2"=1 '-0" 06 03 25 A 3.4 Received AUG 11 2025 Zoning Board of Appea;c ARCHITECT OF RECORD: THOMAS HANRAHANs HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 ----------- --------------- fn ED up cur- IN COLLABORATION WITH: A - KDS. LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 ISTULOORPLAN F-- L__J---------------j L------------------ ------------- C%j u ................................... (":F u ui BENCH wV 0 IF— 0 r-5*x 31-11 OUTDOOR 01 SHOWER OF FA UNDERCABINET LIGKTING U I10V. OUTLET UNDER UPPER CABINET :0 110Y, WALL OUTLET A�L IIGV,WALL AT COUNTE HE IGHT kv 110V.WALL-WATERPROOF IIOV, FLOOR OUTLET FL aMV.WALL OUTLET s SWITCH pill SURFACE MOUNTED CEILING FIXTURE co RECESSED WALL WASHER CLOSET HEADER LIGHT L————————————————---— _j D DISPOSAL EXHAUSTFAN 10 t .................... CABLE 2ND_FL0 R,PLAN '0 EXHAUST FANILIGHT _j < D RECESSED CAN LIGHT SCONCE SMOKE DETECTon ————— —— --— ————————— — ———————————— — A SECURITY ALARM PAD H EXHAUST HOOD co (D..... DROP PENDANT 0 w -1 �fz P� BOSTIC GARAGE 1ST & 2ND FLOOR PLANS 1 /4'=l '-O* PORCH ROOF i 02 28 25 A MOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. GENERAL NOTES FOUNDATION TESReceived ABBREVIATIONS CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY 1. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW 1, FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 ACED"L, ADDITIONAL DISCREPANCIES TO THE DESIGNER, YORK STATE,ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE,AND LOCAL PSF. OUI-q) R23NDITIONS NARY FROM THOSE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED AESS;. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REQUIREMENTS, BEFORE CONTINUATION OF WORK, ARCHL ARCHITECTURAL 2. THE SCOPE OF THESE DRAWINGS ISi TO DETAIL THE STRUCTURAL DESIGN FOR A STORY WOOD 2. ZA.tubf Q09#4gp�066BE PLACED DIRECTLY ON VIRGIN SOIL,OR CERTIFIED COMPACTED FILL. B OR ISOT. BOTTOM ..._�� FRAMED RESIDENTIAL STRUCTURE. BM. BEAM 3. THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS, FOR REVIEW: CONCRETE FOR FOUNDATIONS B.P. BEARING PLATE �} REINFORCING STEEL FOR CAST-IN-PLACE CONCRETE B.S. BOTTOM OF SLAB 4. DESIGN LOADS (PSF): 1. 28 DAY MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: B/O BOTTOM OF A. DEAD LOAD FOOTINGS 3000 PSI B/W BETWEEN ROOF D&kD LOAD: 25 PSI" SLAB ON GRADE 3500 PSI &0.45 MAX.WIC RATIO C.G. CENTER OF GRAVITY FLOOR DEAD LOAD: 25 PSF 2. MAXIMUM CONCRETE SLUMP SHALL BE 4" FOR CONCRETE NOT RECEIVING HIGH RANGE WATER CLR. CLEAR B. LIVE LOAD REDUCING ADMIXTURE. CL.OR€ CENTERLINE ROOF LIVE LOAD: 20 PSF 1 SLAB ON GRADE SHALL BE REINFORCED PER PLANS, SLAB SHALL BE FINISHED IN COL. COLUMN FLOOR LAVE LOAD: 40 PSF ACCORDANCE WITH ACI STANDARD 302AR FOR CLASS 2 FLOORS. TYPE 11 CEMENT AND T, CONC. CONCRETE C.WIND LOAD COARSE AGGREGATE(SIZE NO,57) SHALL BE USED, CONST, CONSTRUCTION BASIC WIND SPEED(3-SEC GUST): 115 MPH (ULT.) 4. ALL CONCRETE SHALL, BE MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH ACI C.S. CONCRETE SLAB RISK CATEGORY: 11 STANDARDS 318,304, 301, DIA ODR O DIAMETER EXPOSURE CATEGORY: C S. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE DWG_ DRAWING INTERNAL_PRESSURE COEFFICIENT: GCpi-+!-0.18 60, (E) EXISTING COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES PSF VELOCIT+(PRESSURE: qz=26.1 PSF(ULT.) 6. WELDING OF REINFORCEMENT IS PROHIBITED U.O.N. EA. EACH A D.COMPONENTS AND CLADDING WIIND PRESSURES: SEE PRESSURE TABLE ON THIS SHEET 7. ALL WELDED WIRE MESH,SHALL CONFORM TO ASTM A185, EE EACH END EFFECT ROOF WALL OVERHANG 8. ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. EF EACH FACE 5. ALL WORK SHALL BE COORDINATEEd WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL 9. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE EL.OFR ELEV. ELEVATION AREA WIND 2 4 5 2 3 DRAWINGS. CONFLICTS 1N DIMENS>IONS AND INTERFERENCES SHALL BE DIRECTED TO OUR COVER: FOR ENGINEER OF RECORD 00D 0!OFFICE PRIOR TO CONSTRUCTION OF WORK. SLAB ON GRADE 1-1/2"` EOS EDGE OF SLAB -96.5 30.$-12.5 FOOTINGS 3" EQ. EQUAL 10 17,7 -2$•2 17.7 .$ - 6. THE CONTRACTOR SHALL CHECK TrHE BUILDING LOCATION WITH REGARD TO PROPERTY LINE, " $ 17 +7 '� ,� -41.2 7.4 AND VERIFY ALL EXISTING COINDITIONS BEFORE EXCAVATION AND SHOP DRAWING 10. ALL FILL SHALL BE PLACED IN TWELVE INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH EQUIW. EQUIVALENT 20 16,2 -27,4 16,2 -451 162 .67,$ 29A -32,0 29,4 -38A -57A -87,1 PREPARATION.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES, VIBRATORY ROLLERS, FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY EW EACH WAY 7. IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS„THE SPECIFICATIONS,AND THE CODES, METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING EXISTr. EXISTING 50 16.0 -26.4 16.0 -39.9 16.0 -61.6 27.6 -30.2 27.6 .34.8 .57.4 -74,6 OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER THROUGH THE NO.200 SIEVE, SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY FIN. FINISH 100 16.0 -25,6 16.0 -36.0 16.0 -56.9 1 26.2 28.8 26.2 -32.0 -57,4 -651 IMMEDIATELY.NO CHANGE:SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. TO PROVIDE 95%OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE AND BELOW FOOTINGS. FLR, FLOOR IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 SF IN EACH LIFT, FOR FLG. FLANGE ULTIMATE WIND SPEED=115 MPH I EXPOSURE:C 1 a=3'-4" SITE PREPARATION AND EARTHWORK PROCEDURE: ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED F.S. FAR SIDE RISK CATEGORY: It I GCpi=10.18 COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION BELOW FT.OFR' FEET OR FOOT 1. GENERAL CONTRACTOR IS TO REVIEW AND FOLLOW REQUIREMENTS OUTLINED IN THE SLABS ON GRADE AND BELOW FOOTINGS. FTG, FOOTING GEOTECHNICAL REPORT, 11, WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 Fy YIELD STRESS 2. REMOVE ALL SURFACE VEGETATION, ROOTS AND TOPSOIL,APPROXIMATELY ONE TO TWO FEET VERTICAL TO 2 HORIZONTAL. GALVI. GALVANIZED NOTES: IN DEPTH, FROM WITHIN AND AT` LEAST FIVE: FEET BEYOND THE CONSTRUCTION LIMITS. 12. EXCAVATIONS SHALL BE DE-WATERED TO ALLOW INSTALLATION OF FOOTINGS IN DRY GC GENERAL CONTRACTOR TOPSOIL WILL NOT BE SUITABLE FOR USE AS CONTROLLED COMPACTED FILL OR BACKFILL. ATMOSPHERE. GR. GRADE 1) +I , INDICATES PRESSURE TOWARDS BUILDING. 3. REMOVE ALL ABANDONED PIPELINES/UTILITIES FROM WITHIN AND AT LEAST FIVE FEET BEYOND 13. DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL HOR, HORIZONTAL (D INDICATES PRESSURE AWAY FROM BUILDING, CONSTRUCTION LIMITS, TOP BRACING SLAB OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS, H.P. HIGH POINT 2) EFFECTIVE WINE!AREA[A I MAY BE LARGER 4. EXCAVATE TO REACH THE DESIRED,FLOOR SLAB AND PAVEMENT SUB-GRADE LEVELS. CANTILEVERED RETAINING WALLS MAY BE BACKFILLED AFTER 14 DAYS FROM CONCRETE H.S. HIGH STRENGTH THAN ACTUAL TRIBUTARY AREA OF THE 5, PROOF-ROLL AND COMPACT THE EXPOSED SUB-GRADE SOILS TO A FIRM AND UNYIELDING PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, ON OPPOSITE SIDES OF THE H.S.T.'. HIGH STRENGTH BOLT ELEMENT IN QUESTION, REFERENCE EPC;OT BLDG. CONSISTENCY. PROOFROLLING MAY BE ACCOMPLISHED BY USING A HEAVY STEEL DRUM WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. HT, HEIGHT CODE FOR DEFINITION, VIBRATORY ROLLER (DYNAPAC CA-15, OR EQUIVALENT)WITHIN THE PROPOSED BUILDING AND 14. ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT"TO CHANGE UPON INSPECTION OF SOIL IN.OR" INCHES PAVEMENT AREAS. ANY LOCALIZED AREAS 'WHICH CANNOT BE COMPACTED TO A FIRM AND CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER KSI KIPS PER SQUARE INCHES UNYIELDING CONSISTENCY SHOUILD BE EXCAVATED TO STABLE SUB-GRADE SOILS AND THAN ONE VERTICAL TO TWO HORIZONTAL, LONG3. LONGITUDINAL BACKFILLED WITH CONTROLLED /COMPACTED FILL. COMPACTED FILL SHOULD ALSO BE 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS LLH LONG LEG HORIZONTAL INSTALLED IN ANY EXCAVATIONS NEECESSARY TO REMOVE PIPES, CHANGED AND OBTAIN! REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS LLV LONG LEG VERTICAL 6. TO MINIMIZE THE: DISTURBANCE OF THE SUES-GRADE SOILS, GRADE THE: SITE TO MAINTAIN REQUIRED. LSH LONG SIDE HORIZONTAL COMPONENTS AND CLADDING WIND PRESSURES POSITIVE SURFACE DRAINAGE: AT ALL TIMES AND CONSTRUCT SWALES AND/OR BERMS TO LSV LONG SIDE VERTICAL MINIMIZE:THE AMOUNT OF SURFACE RUN-OFF ENTERING THE CONSTRUCTION AREAS, LUMBER L.W. LONG WAY so-1 7. PLACE CONTROLLED COMPACTED► FILL AS REQUIRED TO ACHIEVE THE DESIRED SUBGRADE L.P. LOW POINT LEVELS IN THE BUILDING AND PAVIEMENT AREAS. SPREAD FILL IN LAYERS ON THE ORDER OF 1. ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, DOUGLAS FIR NO.2 OR BETTER WITH M OR!MOM. MOMENT TWELVE INCHES IIN LOOSE THICKNESS AND COMPACT UNIFORMLY TO AT LEAST 95 PERCENT MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,400,000 PSI IN ACCORDANCE WITH MAX, MAXIMUM OF MAXIMUM DRY DENSITY AS AT-PAINED BY THE ASTM D-1557 TEST PROCEDURE, BACKFILL THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. MIN. MINIMUM PLACED IN CONFINED AREAS SUCH AS FOUNDATION OR UTILITY TRENCHES SHOULD BE 2, ALL LUMBER SHALL BEAR VISIBLE:GRADE STAMPING. M.C. MOMENT CONNECTION INSTALLED IN THINNER LIFTS AND COMPACTED TO THE SAME DEGREE WITH MANUAL 3. ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH PLANS AND DETAILS. M.D. METAL DECK COMPACTION EQUIPMENT. ALL FILL SHOULD BE MOISTURE CONDITIONED AS NECESSARY TO MECH-I. MECHANICAL PERMIT COMPACTION TO THE REQUIRED DENSITIES. 4. LAMINATED VENEER LUMBER misc.. MISCELLANEOUS 8. BACKFILL REQUIREMENTS ARE AS FOLLOWS: A. LAMINATED VENEER LUMBER BEAMS OR POSTS MIR. MIRROR INDICATED ON DRAWINGS SHALL HAVE THE MINIMUM FOLLOWING PROPERTIES: M.O. MASONRY OPENING • EXCAVATED MATERIALS WHICH C+ONISIST OF SILTY SANDS AND WHICH ARE MOISTURE B. LAMINATED VENEER LUMBER(LVL): (Nl) NEW CONDITIONED AS NECESSARY TO PERMIT COMPACTION TO THE REQUIRED DENSITIES MAY BE E=2,000,000 PSI NFP. NO FIREPROOFING USED AS BACKFILL. FB=2,600 PSI 02" DEPTH)* N.S. NEAR SIDE • IMPORTED MATERIALS TO BE USED AS BACKFILL.SHOULD CONSIST OF UNCONTAMINATED, MULTIPLY BY[121 D)0.136 FOR OTHER DEPTHS"D" N.T.S„ NOT TO SCALE RELATIVELY WELL.-GRADED SAND ANIDIOR GRAVEL CONTAINING LESS THAN 15 PERCE114T BY FT= 1,555 PSI O.G. ON CENTER WEIGHT PASSING AN U.S, STANDARD NO,200 SIEVE,AND WITH A MAXIMUM,PARTICLE SIZE OF FC,PERP=750 PSI O.D. OUTSIDE DIAMETER FOUR INCHES. DOCUMENTATION OF THE ENVIRONMENTAL QUALITY OF THE FILL SHOULD FC,PARALLEL=2,510 PSI OPNG3. OPENING INCLUDE A WRITTEN CERTIFICATION FROM THE FILL SUPPLIER STATING THAT THE FILL IS VIRGIN FV=285 PSI OPP, OPPOSITE. MATERIAL FROM A COMMERCIAL OR',NONCOMMERCIAL SOURCE. C. BEAMS MUST BE LATERALLY SUPPORTED AT TOP. PAF POWDER ACTUATED FASTENER D. MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2"AT ENDS,AND 3"AT PEMBI PRE ENGINEERED METAL BUILDING 9. FOUNDATION EXCAVATIONS SHALL,BE KEPT FREE OF WATER AT ALL TIMES. INTERMEDIATE: SUPPORT. PL.OR t PLATE E. MULTIPLE: MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH PLF POUNDS PER LINEAR FOOT MANUFACTURER'S SPECIFICATIONS. PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FEET WOOD STRUCTURAL PANELS(PLYWOOD) R RADIUS R.A. RIGHT END 5, PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8" EXPOSURE 'I C-D-X APA IDENTIFICATION REINF REINFORCING INDEX 32M6. REF REFERENCE 6, FASTEN PLYWOOD ROOF SHEATHING TO WOOD ROOF TRUSSES PER ROOF FRAMING FLAN REQD). REQUIRED NOTES, S.C. SHEAR CONNECTION 7, USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING, SECT:. SECTION 8. PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). SIM, SIMILAR 9. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE S.Q.GS. SLAB ON GRADE JOINTS. SQ. SQUARE S.S. STAINLESS STEEL TIMBER CONNECTORS STIFF:. STIFFENER STRUICT. STRUCTURE 1. JOIST HANGERS, FRAMING ANCHORS& RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIME SYMIWI. SYMMETRICAL GALVANIZED STEEL AS MANUFACTURED BY TECO, SIMPSON, OR APPROVED EQUAL, SPECIAL S.W. SHORT WAY NAILS AS SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, SYMW. SYMMETRICAL 2. IF REQUIRED, METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY T TOP TECO, SIMPSON OR APPROVED EQUAL, AND INSTALLED IN ACCORDANCE WITH T.G. TRANSFER GIRDER MANUFACTURERS DIRECTIONS. THK, {OR THKNS, THICK OR THICKNESS T.O. THROUGH OUT T,O.S;. TOP OF STEEL T.S. TOP OF SLAB TYR TYPICAL T1O TOP OF U.O,NI, UNLESS OTHERWISE NOTED VA. VARIES VERT.`. VERTICAL V.I.F, VERIFY IN FIELD W.C.W/ WITH WALL COLUMN WF WIDE FLANGE ` ENGINEERING GROUP McWon ToOwftw W.P. WORK POINT 13+W .1 &fl MW Now W.W.M. WELDED WIRE FABRIC 2or,3 '° ° r. ,0 of: NSA �x } Lu BOSTIC RESIDENCE 09451E ��,�C? GENERAL NOTES Oir SS1 N.T. S. 10 25 23 s o.1 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND Re N ed DIMENSIONS IN THE FIELD AND REPORT ANY 2.0 SIMPSON HTT5 HOLD DOWN AT EACH DISCREPANCIES TO THE DESIGNER. S2,0 A ed 1 2025 SIDE OF OPENING,TYP. DRIVEWAY APRON 43!-Il" -"\S 2.37 OfiTi 0 f 0 ppea oa of Appealc 2% 8"CONCRETE WALL BELOW - EDGE OF SLAB ON GRADE 3-PLY 2X6 STUD,TYP. s 2.0f 3-PLY 2XI2 3-PLY 2X 12 HSS5x5x% I � � C► II C4 2'.0"WIDE X V-0"THICK CONTINUOUS OPEN to,%ELOW C3 x CONCRETE FOOTING, PROVIDE#4 @ 24-O.C.SHORT DIRECTION AND(3)#4 LONG DIRECTION(TYP.)(U.O.N.) X >I 16"HAUNCH ;cq 2-2X8 POST ON. J L X 1.75XI 1.875 LVL -i-r -I ul) 0: C). Lu 5"CONCRETE SLAB ON GRADE NTH x I I I T- 0 ?l 1 x , r. --2-2X8 POST UP. (1)LAYER 6X6-W2.9XW2.9 WWF 'T 04 U413 ON TOP OF 6"314"GRAVEL, IOMIL 3-2X6 POST ON 3-2X10 HEADER. VAPOR BARIER AND 3'-R15 RIGID TYP, 2-2X8 POST ON. INSULATION 2X6 @24-0,C. 2X8 @24-O.C. BEARUNG WALL (TYP) BEARING WALL 1.75X1 1.875 L 16"ox (THIS SIDE ONLY) -T5X 75 L L -T- 114 i n 2X6 @24"O,C. BEARING WALL Z1.75XI (TYR) x /-j3\ s s,o 1 1 \S 2.0,r 2X10 HEADER 'T 3-PLY 2XI0 HEADER 2X1 0 HEADER 2X8 PT LEDGER SUMPSON HTT5 HOLD DOWfN AT EACH CORNER =4 co---------------- 16"0 CONCRETE SONOTUBE 8X8 COLUMNS,TYP. FOOTING(TYP.)(3) LOCATIONS �x- Ell-- 8X8 PT 8x8 Pr FOUNDATION PLAN /"-2 ND FLOOR FRAMING PLAN S1.0 ) 1/4* 1'-0' S1.0 114*=11-00 NOTES: 1. DENOTES WALLS BELOW. 2. DENOTES FLOOR WALLS. I DENOTES NEW STRUCTURAL MEMBERS. 4. ALL LOAD BEARING WALLS ARE TO LINE UP. IF NOT,CONTACT ARCHITECT. ZX6 @24-O.C.BEARING WALL 5. DENOTES SPAN DIRECTION OF PLYWOOD GLUED AND BELOW(TYP) t SCREWED TO THE TOP OF ROOF JOISTS. NS-2,2) 6. COORDINATE ROOF WATER PROOFING REQUIREMENTS WITH ARCHITECT. 22 7. PROVIDE BLOCKING @ 4'-0" BETWEEN RAFTERS IN THE TWO END BAYS. 8. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS: (VERTICAL RISE: HORIZONTAL RUN). IIE-(4:12)REPRESENTS 4 VERTICAL TO 12 HORIZONTAL. 9. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. 2-3x8 HE DER HIGH 2-3x8 FADER HIGH 10. REFER TO DRAWING S 0A FOR GENERAL NOTES,AND S 0.3 FOR TYPICAL I - -r4- -- -r4-.- - DETAILS AND SCHEDULES.L ___j - - -- 7- 7 0 41 x 0 Ica m X I co III co 12 X 2.5 12 12 cn 7q 81 -zz 2.51 8 2-2X8 POST TYP. 1-PLY I 2-PLY Li 5 c%j 1, .75xl 4 LVL cs z 2-PLY I.75xI4 LVL 1.75x14 LVL C) 3-2X6 POST ON 3.2x6 POST ON uj TYP, TYP. 12 12 12 ----------- i I I ! j . cr- 1 4- X X m ml I Li 1 2.61 1 C3 ci NOTES: M,CL are n > 1 DENO)TES WALLS BELOW. ENGINEER= GROUP F-'>- < X 2. DENO)TES FLOOR WALLS. 00 m X X 131 WmA 3"fte&,Aft Fl*x c,> 3. DENO)TES NEW STRUCTURAL MEMBERS. bl,-m Yotj�W iml x ce) co 4. ALL LOAD BEARING WALL'S ARE TO LINE UP. IF NOT, CONTACT ARCHITECT. 5. DENO)TES SPAN DIRECTION OF PLYWOOD GLUED AND 2.5 SCREWED TO THE TOP OF:ROOF JOISTS. OF 12 NE 6. COORDINATE ROOF WATEFR PROOFING REQUIREMENTS WITH ARCHITECT. ' , A IVYy 7. PROVIDE BLOCKING @ 4!-(0' BETWEEN RAFTERS IN THE TWO END BAYS. L -;yl ---1 ki- 8. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS: (VERTICAL RISE: 2-3X8 HE DER HIGH 2-3x8 HI ADER HIGH HORIZONTAL RUN). IE:(4:12) REPRESENTS 4 VERTICAL TO 12 HORIZONTAL. w 9. CONFIRM ALL DIMENSIONIS WITH ARCHITECT AND EXISTING CONDITIONS. 10. REFER TO DRAWING S 0.1!1 FOR GENERAL NOTES,AND S 0.3 FOR TYPICAL BOSTIC RESIDENCE 41 141 10. 4) DETAILS AND SCHEDULES'>. 0-9450 STRUCTURAL FRAMING PLANS O ssio 114*= 1 '-0' ROOF FRAMING PLAN 10 25 23 S to 1/4'= V-O" S1 .0 NOTE: PLEASE REFER TO SECTION C:k�2 DETAILS FOR ALL SCALED DIMENSIONS. C)u CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY Received SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION DISCREPANCIES TO THE DESIGNER. AUG 11 2025 Zoning Board of Appeals 12 16d COMMON NAILS,TYP. x x x x :x x— X 3X8 AT 24"O.C. 3X8 AT 24"O.C, 2X8 AT 24"O,C. Yz-PLYWOOD %"PLYWOOD 0 0 .00 2X SOLID SAVWN BLOCKINMqG r IX6 T&G DECKING 2X6 DOUBLE TOP PLATE CL SIMPSON TSP AT EACH J01ST u- Ell SIMPSON TSP AT EACH STUD U. SECTION 2X8 LEDGER FASTENED TO rl I WALL �2.1 314" 10-00 SIMPSON LRU28 RAFTER HANGER 2X6 SILL PLATE 3X8 PORCH ROOF RAFTER AT Y4"PLYW000 SUBFLOOR 24"O.C. SDWS EXTERIOR SIMPSON 1%ft X 14"LVL AT 16"O.C. 3-PLY 2X10 HEADER 8X8 BEAM 8X8 BEAM I All- r3--"'N\ PORCH ROOF FRAMING 8X8 COLUMN FLOOR JOIST BEARING DETAIL S2.0 3/4w IN-ow Ko 3/4'm=lt.ow PAVERS COORD, 8X8 COLUMN WITH WITH ARCHITECT SIMPSON CPT88Z 5"CONC.BASE 4"CONC.PORCH SLAB SLOPE 01 T/SLAB T SLAB ------- u- --- 1 2 PLY 2X12 P.T.BEAM 01-0. X X ----------- .0 47 y'l x x -7 GRADE GRADE 4 16"0 CONC.SONOTUBE A # -014 0 IN —0 -N I VX1 I Sl / y 4' Is. X, el 5"CONCRETE SLAB, 5"CONCRETE SLAB. PROVIDE I LAYER PROVIDE I LAYER .4 X 6X6-W2.9XW2.9 VWNF. 4 6X6-W2.9XW2.9WWF. 10 MIL.VAPOR BARRIER 10 MIL.VAPOR BARRIER 4 X "x 6*Y4"0 GRAVEL l 6"3/40 0 GRAVEL X/ CLEAN COMPACTED FILL CLEAN COMPACTED FILL IcLaren Sig'go,Prii, 4 ENGINEERING GROUP #4 VERTICAL BARS WITH A #4 VERTICAL BARS WITH 40 WAN"TVGNI'4*SW4x"IM 44 � % 24"LAP AT48"O.C. 24"LAP AT 48"O.C. 131 WOV WOW Slnmt Oth Pw C� w*Y".w re re T:272—V4.631M VeAW0mrw)W*ft=M B FOOTING 2'-O"WIDE X V-0"THICK CONT. AN Z-O"WIDE X V-0"THICK CONT. (-j CONCRETE FOOTING. CONCRETE FOOTIhJG. I 7- PROVIDE#4 @ 24-O.C.SHORT PROVIDE#4 @ 24'O.C.SHORT DIRECTION AND(3)#4 LONG DIRECTION AND(3)I#4 LONG CVR. 3*CLR. DIRECTION(TYP.)(U.O.N.) 3*CLR. DIRECTION (TYP.)(IU,O.N.) TYP. CVR,TYP. Lu au BOSTIC RESIDENCE WALL SECTION r5-- WALL SECTION K�6 SECTION AT PORCH 0945A& S ECTIO NS& DETAILS S2.0 3/4*= 11-00 S2.0 314'= 1*-0* S2.0 3/4m= 1 0-06 PCs$% 10 25 2.3 S2.0 NOTE: Received PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. AUGONTRACTOR TO VERIFY ALL CONDITONS AND UG 112025 DIMENSIONS IN THE FIELD AND REPORT ANY 4ZS 2A 7 DISCREPANCIES TO THE DESIGNER, PROVIDE(4 QR!py%BOLTS AT (4pY2"THRU BOLTS 16d COMMON NAILS AT 12"O.C.STAGGERED ............. T&B.TYP. 12 2.5 3-PLY 1 Y4"X 974"LVL,TYPO STOP INNER PLY HERE INNER PLY STOPS HERE. OUTER PLYS STOP HERE. to I V X 9% LVL J TRUSS I ELEVATION VIEW 314* 1 0.0* (2)Y2"THRU BOLTS x (4)Y2-0 BOLTS WITH NUTS AND WASHERS x (6)Y2N THRU BOLTS - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- @ H @ ROOF TRUSS DETAIL 2.1 1-112* V-0" ROOF TRUSS ENLARGED ELEVATION S 2.1 1-1/2"= V-0" 2-PLY lY4X14 LVL RIDGE BEAM (3)-LVL's BLOCKING ON TOP OF TRUSS. 12 CUT TO FIT 8 TRUSS TIBEYOND BLOCKING ON TOP OF TRUSS. SEE I IS2.11 NAILED TO PLACE NAILED 12 2.5 PROVIDE HANGER TO SUPPORT LVL 9 x 0 x -V *9y X LVL 4 4 PROVIDE BLOCKING BOTTOM CHORD AND NAIL 3X8 TO (2)-LVL (2)-LVL BOTTOM CHORD, RIDGE BEAM RIDGE BEAM TYP. COORDINATE WITH HHUSS.50/12 TRUSS TOP CHORD ARCH,TYP. i SIMPSON HANGER 3X8 ROOF RAFTER,TYP. DETAIL AT TOP OF TRUSS S2.1 1-1/2' V-0" (3)2X6 POST AT TRUSS CONTINUES DOWN TO 2ND FLOOR,TYP. PLaren ENGINEERING GROUP 131 YOV0 Uth Sb'"t 41h fMW N*w Wk,NY I 0%l 3E N AN SECTION AT TRUSS LOCATION BOSTIC RESIDENCE S2.1 3/4 =l'-O" 094 A*%, S E C T 10 NS&DETAILS S51t 3/4 = 1 -0 10 25 23 S2.1 NOTE: PLEASE REFER TO SECTION DCONAIRACTORR TOES EDALIMCOSNIDOINON S AND j3oaT6 0 SIMPSON RR AT EACH RAFTER DIMENSIONS IN'THE FIELD AND REPORT ANY '�0,6\nc3 TO RIDGE CONNECTION 12 DISCREPANCIES TO THE DESIGNER. ............ 3x8 @ 24n O.C.NAIILED ... 1-PLY lY4x14 LVL RIDGE BEAM 8 TO 3X8 RAFTER.T*Y(P. )!�'PLYWOOD 4-PLYWOOD Typ. 3X8 @ 24"O.C.,TYP. 12 2.5 2x4 TYP PROVIDE LUS310 I x6 T&G , . FACE MOUNT DECKING T)YP. T-T,TYP. 9%"TA 210 @ 24-O.0 CEILING JOISTS ROOF FRAMING SECTION S2.2 3/4'= 1'-0" SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY ly4xl4 LVL RIDGE BEAIVI 3X6 @ 24'O.C.NAILED TO 3x8 RAFTER 12 3X8 24"O.C. 2.5 PROVIDE LUS310 1 X6 T&G DECKLING FACE MOUNT TYP. _5 3x8 @ 24"O.C. 12 9Y2-TJI 210 @ 24-O.0 CEILING JOISTS PLYWOOD 3/40 PLYWOOD K�2 ROOF FRAMING SECTION- S 2.2 3/4* 11.0" SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY IXX14 LVL RIDGE BEAthl 3x6 @ 24"O.C.NAILED TO W RAFTER 12 3x8 @ 24'O.C. 2.5 ............. 9Y2*TJI 210 24*O.C. PROVIDE LUS310 14 IT&G CEILING JOISTS FACE MOUNT DECIXING ........... 2X6 DOUBLE TOP PLATE 3x8 24"O.C. 12 8 Y2-PLYWOOD 3/40 PLYWOOD Typ. 34 L e 2X6 POST � �e McLaren rl vA ENGINEERING GROUP 2X6 AT'l 6"O.C. Mcts"T W_ i3l Were 3"vwt,4th PON New Y061 w Imol wwwffvnm%r#nwm NEW BOSTIC RESIDENCE 09450 SECTIONS SS1 3/4 1 '-0 25 23 FRAMING ELEVATION AT BEARING WALL 10 $2.2 3/4"= 10.00 S2.2 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. PVG 11 ti��5 a�� e goaCd r EXTERIOR PLYWOOD � SHEATHING 24 VIODD STUDS SIMPSON'S STRONG TIE$09212 STRONG OWE FASTENERS 0 2" 1 a" 12"OC STAGGERED,TRB.,TYP. '"' '_ .. I I 296 W00t}PLATE,TYP, HSSSX5Ws"STEEL BEAM 2 3X$ HEADER (3)WO HEADER °f ..,.._...,,.._._,.._.:..,,... _ ,.....,_,...__.................. ................ .. .., ........_...._......_..,.,..,_,,.....,.......,,.,_.,.,.,.. .. ......rwwa. OPENING 1 (2)2X6 POST DETAIL AT HSS BEAM $2.3 3"=1`-0" 9 y t � E II > f MSTA36 IMPSON MSTA36 SI SOLI STRAPS HSS 5 x S x% STRAPS 1` s I (3)2X10 HEADER -- (3)2X6 POST 8X8 COLUMN WITH SIMPSON CPT88Z CONCEALED POST TIE Y"ANCHORS BOLTS W/2/" TILES EMBEDMENT(PROVIDED W/ (COORDINATE 4"CONC.PORCH SLAB SIMPON'S CPT88Z). �-,-8� W/ARCHITECT}, t ° 1 .. IrI 9C A � l� a 4 16"0 CONC.SONOTUBE SIMPSON HTT5 HOLD DOWN AT � CORNER AND LARGE EACH CO a � OPENING POST � Sr�B�r�sw ENGINEERING GROUP e ta'tLrNaiTodwkm S"%*,", . .'� - 131 Wry!35!h$trams,4th Fiipor New Y[N1t,NY 10001 t! T.$i2 3?s& w"w rrnc+�rc�ogre 4 ° NE AN � FRAMING ELEVATION AT GARAGE r3 TYPICAL SE TIO "�, � �� ROSTIC RESIDENCE 0945 J% t' S ECTI ONS& DETAILS s 2.3 THREE 3/4"= ��-o� �.� sra°v 1'-0" ��C� ��ti FSsra 3/a = -Q 10 25 23 . NOTE: oz)5 PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. DIIMENSIONSSRIN IFY LLCONDITNYEtiID �Ae THE FIELD AND REPORT 1I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FRAMING CONNECTORS SCHEDULE DISCREPANCIES TO THE DESIGNER. PUG & DESCRIPTION OF BUILDING ELEMENTS ea NUMBER AND TYPE SPACING OF (MANUFACTURED BY SIMPSON STRONG-TIE) OF FASTENER FASTENERS JOIST TO SILL OR GIRDER,TOE NAIL SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL led 16,O.C. TOP OR SOLE PLATE TO STUD,END NAIL TOP FLANGE FACE MOUNT STUD TO SOLE PLATE,TOE NAIL 3-OdOR2-16d DOUBLE STUDS,FACE NAIL 10d 24"0,C. MEMBER 1AEMSER CAPACITY NAILING MEMBER MEMBER CAPACITY NAILING DOUBLE TOP PLATES,FACE NAIL 10d 24*O.C. WIDTH DEPTH HANGER (LBS) HEADER JOIST WIDTH DEPTH HANGER (LBS) HEADER JOIST I DEEP SAW CUT,FILL WITH SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3_16d %,O.C. WPU1111915 3.650 led lodxl ItT 7114"V2* HU7 1,610. led 10dx1 lrr 6�SLAB ON GRADE..SEE POURED JOINT FILLER. #5 CONT. 9 1/4" 6"+6- 3" DOUBLE TOP PLATES,MINIMUM 4V OFFSET OF END JOINT$, 8-16d LSVI.811225 2,885 led 10dxl 112' 13,14" HUI 1 Z9501 led lodxl irr- PLAN FOR ADD`L INFO. F FACE NAIL IN LAPPED AREA MIT9 5 2.115 led lodxl lrz* 11 114%14* HUS1.81110 4.900 led led -8d 18VI'8119.5 2.885 led 10dx1 112' 7 1/4'-1 1112" HHUS48 305 led led .4 'A BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-------- A ed 61 R1M JOIST TO TOP PLATE,TOE NAIL 1 la4" vipult'1111.25 3.650 led 10dxl IZ HHUS410 A, 5,190 16d led a ^4 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS.FACE NAIL 2-10d BUILT-UP HEADER,TWO PIECES WITH ir2'SPACER led I 6"O.C,ALONG EACH EDGE MrTi 1.83 2,115 16d lodxl lz 14*-20r HGUS414 IOA15 led 16d • 117/8* CONT.WATER CONTINUED HEADER,TWO PIECES VAPOR CLEAN CRUSHED STONES led I r O.C.ALONG EACH EDGE BAI.81)1128 3'm led 10dxl 1Z 9 lf4%11 7M" HH`US530fl0 5,190 led led NOTE: VAPOR STOP 3-8d 14* BARRIERJ AGGREGATE OR SAND, CONTROL JOINT IS TO BE CUT BARRIER. CEILINI�;JOISTS TO PLATE.TOE NAIL B1,$1114 3,355 led lodxl 11r 11114*-14' HHU$6$W12 9.155 led led ComPACTED PER ACI WHILE CONCRETE IS STILL IN 2"X3"KEY CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d 9114* H83,561925 5,$40 led led I HHUS$.60114 J0,015 led I 16d IT'S PLASTIC STATE,MAXIMUM 14*41r RECOMMENDATIONS. 8 HOURS AFTER PLACEMENT. CEILING JOIST,LAPS OVER PARTITIONS,FACE NAIL 3-10d 9 IQ, M83,5619,$ 5,640 led led FHHU7 14.145 kD SOS 114*4 V2 CEILING JOIST TO PARALLEL RAFTERS.FACE NAIL 3-10d 11 lf4* H83,5611125 $00 led 1" TYPICAL SLAB CONTROL JOINT HAUNCH CONST. JOINT RAFTER TO PLATE,TOE NAIL 2_16d 3 lir 11 7ie* SjIm led led NOTES. I 1 1.HANGER CAPACITY MAY BE MORE OR LESS THAN 1*SPACE TO EACH STUD AND PLATE.FACE NAIL 2-8d.2 STAPLES.I of 14' GLTV3.514 5.760 led led THAT OF THE SUPPORTED MEMBER.THEREFORE. TYPICAL SLAB ON GRADE DETA ILS 16" GLTV3,516 5,750 led led CHECK BOTH THE HANGER AND THE BEAM 9 F-1 BUILT-UP CORNER STUDS 10d 24*Ot. S 3.0 N.T.S. BUILT-UP GIRDERS AND SEAMS,2'LUMBER LAYERS NAIL EACH LAYER AS is* RGLTV1518 OROD I 8d led CAPACITIES. FOLLOWS,32'0.0.AT TOP 9114" IGLTV5,5019,25 5.750 led led 2.LEAVE 1116'CLEARANCE(it$-MAXIMUM) 10d AND BOTTOM AND 9 ire GLTV5.59 5'754 led I I Sd BETWEEN THE END OF THE BEAM OR HEADER STAGGERED,TWO NAILS AT 11114* 3LTV5,50f1125 5.750 led led AND ITS SUPPORT MEMBER OR HANGER, ENDS AND AT EACH SPLICE, 6 114* 117/9' HGLTVS,Sll 9.= led led 3.REFER TO MANUFACTURER FOR ADDITIONAL ROOF RAFTERS TO RIDGE.VALLEY OR HIP RAFTERS'. 14, GC15.50_SDS3 18,680 SOS 114*x 37 808 114*x V INFORMATION. TOE NAIL 4-led - 4. VALUE MAY BE INCREASED FOR DURATION FACE NAIL 3'16d 16* GO&SO-Sosa 18,6W SDS I-14*Xr SDS 1/4'XT OF LOAD. RAFTER TIES TO RAFTERS,FACE 3.8d - IGOS.50_SDS3 18,680 SDS 114*X r SOS 114*X r WOOD STRUCTURAL PANELS.SUSFLOOR.ROOF AND WALL 12" 1.31d SHEATHING TO FFW4ING,AND PARTICLEBOARD WALL 6-10d COMMON NAIL OR SAME SIZE & STD. HOOK SHEATHING TO FRAf.1IN0 6-8d DEFORMED NAIL FRAMING CONNECTOR SCHEDULE FOR (TYP.) STD., 900 SPACING AS 1t2*GYPSUM WALL SHEATHING I lAr GALVANIZED ROOFING 4*ATEME:8*AT SAWN LUMBER WALL REINF. NAIL:6d COMMON NAIL. INTERMEDIATE SUPPORTS (MANUFACTURED BY SIMPSON STRONG-TIE) HOOK STAPLE GALVANIZED,1112" LONG;I lf4"SCREWS.TYPE WORS SINGLE JOIST-TOP SINGLE JOIST- A .4 61'GYPSUM WALL SHEATKVG I Wr GALVANIZED ROOFING 4*AT EDGE.Ir AT FLANGE FACE MOUNT A A, A F NAIL INTERMEDIATE SUPPORTS 1 ;A 64 1 STAPLE GALVANIZED,15?8' JOIST CAPACITY NAILING CAPACITY NAILING 7A IFO'Ooo,4 4-� LONG;I,V8';$CREW Od COMMON NAIL:S,TYPE HANGER HANGER A . SIZE (LOS) HEADER JOIS� (LDS) HEADER JOIST UV ORS 2XG 4-16d U26 6-led o4 L826 1.380 2-10dxl Irt 800 4-10dx1 11r WOOD STRUCTURAL PANELS,COMBINAT10N SUSFLOOR ed DEFORMED NAIL 6'AT EDGE:12"AT 2x8 L828 1,270 4-16d 2.10dxl 1112" LU28 1.065 8-16d 6-10dx1 ltr 4 (y) UNDERLAYMENT TO FRAMING(3t4 AND LESS) '%m NAIL INTERMEDIATE SUPPORTS 4 4 \\\\ I - OR 8d Co" I 2xI0 L8210 1,550 4-16d 2-10dx1 IrZ LU210 1.330 10-16d 15,10dX1 112* SAME SIZE AND SPACING NOTES: 202 18212 1.U0 4-16d ziodxi ire LU210 1.330 10-16d 6.10dx1 10 A,S THE HORIZ. REINF. d 1.REFER TO TABLE R602.3(1)OF THE RESIDENTIAL CODE OF NEW YORK FOR ADODITIONK-INFORMATION- 2.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER INFORMATION I SHOWq IN THFS TABLE. L Ill DOUBLE JOIST-TOP DOUBLE JOIST. 511, 4 FLANGE FACE MOUNT FOR REINF. DETAIL FOR REINF, DETAIL, GIRDER CAPACITY NAILING CAPACITY NAILING 4 MULTIPLE-MEMBER CONNECTIONS -SEE WALL SECTION -SEE WALL SECTION SIZE HANGER (LBS) HEADER JOIS" HANGER (Les) HEADER JOIST CONNECTOR PATTERN 2-2YS WNP26-2 3.255 2-10d 2_10d U264 1.065 8-16d 4-10d NOTE: ASSEMBLY A ASSEMSLY 8 (1)6'SDS OR SW SCREWS CAN BE USED WITH 2.2x3 VAIP28-2 3,255 2-10d 2-40d LUS28-2 1.265 6_16d 4-16d PARALLAM PSL AND MICROLLA!'A LVL,BUT ARE 2.2XI0 WNP210-2 3,255 2-10d 2-10d LUS210-2 1.765 $-led 6-16d NOT RECOMMENDED FOR TtMBERSTRWO LSL 2-2x12 WNP212-2 3,255 2-10d 2-10d LUS210-2 1.765 1 8-16-d 6-16d ATCORNER AT TEE INTERSECTION t (Z)3 itr AND 3 518-LONG SCREWS MUST BE U. INSTALLED ON BOTH SIDES. NOTES* VARIABLE SLOPE 0 (3)6-LONG SCREWS REQUIRED- 1.LEAVE 1116'CLEARANCE(11T MAXIMUM) Lu SEAT JOIST HANGER M (4)S*LONG SCREWS REQUIRED. BETWEEN THE END OF THE SUPPORTED W �2 TYPICAL CONCRETE WALL INTERSECTION DETAIL x- z D z (5)BOLTS ARE To BE MATERIAL CONFORMING TO JOIST AND THE HEADER OR HANGER. S z 0 �31 N.T.S. ASTM STANDARD A307(MACHINE BOLTS).BOLT NAILING 2.REFER TO MANUFACTURER FOR 1314* HOLES ARE To BE THE SAME 0"ETER AS THE JOIST HANGER (LBS) ADDITIONAL INFORMATION. BOLT AND LOCATED Z*FROM THE TOP AND SIZE SNOW 14EADER JOIS 3-*INDICATES POSSIBLE NEED OF PLYWOOD BOTTOM OF THE MWSER.WASHERS SHOULD SHIM IN HANGER. 3 lf2" 5 114" BE USED UNDER HEAD AND NUT. 2x1O LSSU210 1.275 lo-lod 7-10*1112* 1 2-PLY 3-PLY 2x12 LSSU210 1.275 7-10dx1 1/2' a 12 10d(0,128-X 31 NAIL 10d(0,128*) r)NAIL is 24 (L 4 SDS SCREWS 114*X3 IZ SOS SCREWS 114'X3 112' OF NEF 6 OR WS35 lt4*X S'OR OR WSa5 IM"X 6'OR 0 0 a Wso(1) VIM(1)(2) AN1 z z 4 0 3WOR5' 3 31V OR 5" TRUSSLOK TRUSSLOK(2) Lat 0.94 A �Ofi 4 OR 6 SCREW 8SCREW NAIL CONNECTION 4 BOLT It S 2 X THE DIAMETER OR LENGTH CONNECTION CONNECTION 10D(0.128'X3')NAILS, CONNECTION 16"0 GONC. #3 CIRCULAR OF THE LARGEST HOLE(MIN.) TYPICAL.STAGGER TO SONOTUBE TIES AT 12" 0- CL tu PREVENT SPLITTING a ACCEPTABLE AREA FOR FIELD SDS OR TRUSSLOK Q SDS OR TRUSSLOK HANGER AS CUTTING OF PLUMBING HOL LP Y SDS' PRE CREW,TYPICAL SCREW.TYPICAL SPECIFIED S 1 1 1 1 N 'J" d r I.f A 2"SPACING,TYPICAL ENGINEERING GROUP 2*,TYPICAL " TYPICAL 2',TYPICAL f3l%WO 3ft Sftef4.ft F%w TOP AND TOP TOP AND, ?�&w Yoek.NY 10W I 47- - - -------- 2',TYPICAL 2*CLR. (6)#4 BARS BOTTOM BOTTOM TOP AND BOTTOM J Typ. BOTTOM 710R 3"SQUARE I AOLE(MAX.).CONTRACTOR TO COORDINATE WITH ENGINEER FOR REINFORCING Icr ;zD w REQUIREMENTS AT LARGER PENETRATIONS PRIOR TC PROVIDE 2 THROUGH BOLTS EACH SONOTUBE DETAIL FIELD CUTTING PERMITTED HOLE ZONE I lt2 MINIMUM SIDE WHEREVER A CONCENTRATED 113 SPAN 113 SPAN 112 BEAM DEPTH- EQUAL SPACING LOAD IS APPLIED TO MULTIPLY LVL 11 113 SPAN SPACING,TYPICAL--J BEAM,COORDINATE HANGER SIZE-: THERE MUST BE AN EQUAL NUMBER OF AND BOLT PATTERN WITH ENGINEER B O S T I C RESIDENCE NAILS ON EACH SIDE OF THE CONNECTION TYPICAL DETAILS �3 TYPICAL S%^.J%NOTUBE DETAIL r4 � ALLOWABLE HOLES FOR UVFL DETAILS r5 � TYPICAL POINT LOAD CONNECTION NTS DETAIL 10 25 23 �3.O 1/2*=V-0' 3.�O U.S, NIS, S3.0 i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 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 TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 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.OOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITRITIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York 11,5101 tel. 631.727.2303 fax. 631.727.0144 odm1n®youngeng1neering.com Re Aei'�6 o!wilof olw-el; Howard N. Young, Land Surveyor / \ AUG 11 2025 Thomas C. w Wolpert, Professional Engineer / \\ Douglas E. Adams, Professional Engineer Zoning Board of Appeals N Daniel A. Weaver, Land Surveyor 51TE DATA 41 A gomcgaoria[m AREA = (5.7105 ACRES OR 292,324 SQ. 1=T. W � E 5UBDIV1510N - 1EIETTLER5 AT OY5TERPOND511 FILED IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON MAY 4, Icla4 A5 FILE NO. 772q. SEE FLOOD INSURANCE RATE MAP PANEL NO. 3610300065 H \ \ LAST DATED 5EPT. 25, 200q. / \ S ,' , PROPOSED * POND SHORE LINE5 LOCATED BY CONVENTIONAL 5URVEYIN6 / \ TECHNIQUES AND FROM NEW YORK STATE 615 AERIAL I STORY GARAGE PHOTOGRAPHY 2013. * DATUM = N6VD Ig88 * HIGHEST EXPECTED GROUNDWATER ELEVATION = 1.0 * NUMBER OF BEDROOM5 (DESIGN EQUIVALENT) = 4 * MINIMUM REQUIRED I/A OWT5 CAPACITY = 440 GAL / fit` �� o �. cjo / * PROVIDED I/A OWT5 CAPACITY = 500 GAL cp � ' � o �V `OC�Qjt� Ojd` qR. mo/ r f �'�o ?q/ or /' * LEACHING 5Y5TEM REQUIRED = 500 5175INA / v a ��So~,� LEAGHIN6 SYSTEM PROVIDED = 500 5FW 5A O \~� q v� he der l / WELL �Ox, 1 �of / `` '�i e� / 101 ry�0 O f r EXISTING 2 STORY ' ' O APPROX.LOC.OF — — d er i i ' O SANITARY SYSTEM 1 0/ / FRAME HOUSE / a;lel \ i// 2�1lob Or c \ ' /// / t \\ ,y$3o o �� \ gI Or -'\ qcq eq,Ge,,� SURVEYOR'S CERTIFICATION � / ssJ--- - 1 11 O O\ \ - s2 * WE HEREBY CERTIFY TO H E N RY H. B O STI C 0 28 f 111 THAT TH15 0 J XOp # Q •`fi���, 24 Lot 5 'Sty SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF / N w I \\ \\ i,� Subdivision PRACTICE FOR LAND SURVEY5 ADOPTED BY THE NEW YORK STATE �? - 2a II A550GIAT60N OF PROFE5510NAL LAND SURVEYORS. N I Settlers at N lop 2'g�- Oysterponds LI N � � Sep /\\ry4j �\.- , i�`r°` �� " �' 26 - - - -- - - - - - - -- - - - - �/e SL6 ,J< / \ -- - s a � �F� � !, POND 0" s �` �0 cq - She \ aq' r 0. O,, 3�•S8' N ' " �.�t-dl- 2 T�`: Ly v s / \ - NO /yq} \ r� NO HOWARD Wl. YOUNG, `•�Q <4�83 `� ''.5. L.S. . 458g3 � Ai r 12 / •se 8 6� � / SURVEY FOR �/, , � \ HEALTH DEPARTMENT USE ^S gcx/j,8 gomWAsxciW(Fs / IL, 0 0,`7 \ Hr-NRY H. BOST I C/ I I q er � � \ P011(O � � h�J pohgs" ,' \ \ L`� LOT 5, "SETTLERS AT OY5TERPONDS11 e \ \\\ of Orient, Town of Southold K Suffolk County, New York N \\N670383 \\ \\\ o BUILDING PERMIT 5URVEY \ // „ ,_ .w 2 \\\ g C (o1Y` County Tax MOP District IOOO Section 2-7 Block02 Lot 2.5 a /oe FIELD 5URVEY COMPLETED OCT. 30, 2023 MAP PREPARED NOV. 15, 2025 zqv Record of Revisions w� REVISION DATE ® DEER FENCE I$ 6ATE5 FEB. 06, 2024 OS/ h ` _ y 5CDH5 NOI A#I FEB. 20, 2024 h'e///Js,, — +�, NY5DEC JUN. 24, 2024 m 60 O 30 60 120 150 Scale: 1" = 60' a j JOB NO. 2022-0212 DWG. 2015_0118_2022_0212_bp I OF 2 0 = MONUMENT SET ■= MONUMENT FOUND A = STAKE SET ®= STAKE FOUND .Br I (1)UNAUTHORIZED ALP:RATION 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 TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION(OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARINGITHELAND SURVEYOR'S INKED SEAL DR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RHN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,O'G+ERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE AS90NEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS;OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 5WEET AIR VENT GAP 400 Ostrander Avenue, Riverhead, New York IIcIOI \ MFG BY TUF-TITE tel. 631.727.2303 fax. 631.727.0144 \ 2 S7ORY (5' MIN FROM ANY DOOR OR WINDOW) admin®youngengineering.com \ FRAME: HOUSE NOTES FOR � 1 �i� (3 BEDI=15.56 4 PVC, a RISERS $ COVERS 4 PVC ® 4 PVC ® t FFEL=13.86 200% MIN. WITH SAFETY L105 1.00% MIN. LOCKING 1.00,% MIN. ABANDONMENT OF SANITARY STRUCTURES \ \ �U LIMIT OF CLEARING,GRADING N Received � MFG BY TUF-TITS OR CASTING Howard W. Young, Land Surveyor ABANDONMENT IN-PLACE &GROUND DISTURBANCE APPROVED EQUAL TO GRADE Thomas G. Wolpert, Professional Engineer EXISTING S'(5TEM5 SHALL BE ADAANDONED BY REMOVING ALL �' AUG 11 2025 RESIDUAL SEWFtGE WASTES BY A LICENSED WASTE HAULER, REMOVING RIM=10.0 RIM=10.0 Douglas E. Adams, Professional Engineer PROPOSED FRAME EL Daniel A. Weaver, Land Surveyor THE TOP OF THE 5TRUGTURE(5), BA;CKFILLING WITH SUITABLE SAND AND 1-1/2 STORY GARAGE GRAVEL MATERIAL, AND PROPERLY COMPACTING. 7.41 fi� ` PRECAST ♦�.�, + Appeals . Zoning Board of App -----AIRLINE--1' EL-So TOP SLAB ABANDONMENT BY REMOVAL 7 + .31 ) IE=6.80 L5EE NT IE=6.28 GONG. COVER HEALTH DEPARTMENT USE IE=6.33 EXISTING 5''5TE'-M5 MAY AL50 BE ABANDONED BY REMOVING ALL o W � E O O RESIDUAL SEWAGE WA5TES BY A ]LICENSED HAULER, REMOVING THE 3°,, �Lh ENTIRE STRUCTURE(5), BAGKFILLIN(G WITH SUITABLE SAND AND GRAVEL /° "� CONNECT 3" PVC: VENT LINE gomlAawnataa ___.. MATERIAL AND PROPERLY COMPACTING. � ♦` s 25 U ♦ ti 9.21+ '` TO VENT HOILE IN OWST AIL FOR ABANDONMENT OF SEWER PIPING i, t�, � PROVIIDE GLEAN OUT AT MPONENTS 4'y iFAGE OF BUILDINGIE= BOT=3.0 THE A550CIATEED SEWER PIPING 5JHALL BE GUT AND GAPPED AS A QO Q POURED MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED Q� Q g�' Oy PQ q �/ Oiy AIR LINE TO BLOWER CONCRETE $' FOR FURTHER ABANDONMENT REaUIREMENTS, IF FUTURE CONSTRUCTION OQO�V�'�OQ�'y�4 �ti' 4� C S 500 GAL. VA OWTS INVERT N 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. ♦ ♦ Q y�Q Q g 9•47 ♦ < MDL. GEN-5 MFG. BY FUJIGLEAN USA 4' DIA. DISTRIBUTION BOX CERTIFICATION REQUIRED � � S + / \ HIGHEST EXPECTED GW EL=1.0 PROVIDE END GAP LEVELING DEVICE SANITARY LEACHING FIELD THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER / 148.53 /r(� ♦ ,�.' HYDRAUL I G PROFILE MDL#5L-4 MFG BY TUF-TI TE OR TOTAL OF (6) POOLS IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A ♦ ♦ C6 APPROVED EQUAL FOR ALL 300 5F5WA LICENSED DESII5N PROFE55IONAL OR LICENSED CONTRACTOR A5 </j ' / 01 DISTRIBUTION BOX OUTLET PIPES INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR �U 7J5 \` } �� 1 9 \ ,o ,z' " PROJECTS SERVED BY MUNICIPAL, 5EWER DISTRICTS, THE �/ , / \' � ♦ <y\ pOO�.y t1.12 -n( APPROPRIATE 'MUNICIPAL AGENCY' WITH JURISDICTION SHOULD ALSO ♦ 10 7s 0' I �{po �A ti•; , w« BE CONTACTED. �C/ / 10' j 0 d 4�. FUJIGLEAN CEN SERIES . _ . " .. a A41 a 1 +''Lid. /O Q� MODELS AS PREVIOUSLY /10.8 N P 10.93 T4 + 6.01 p.O �l APPROVED FOR USE BY SCDHS TOWBYCt Cif1I1 Water... + T/ Apo Ale \ O v ♦ �y 'oOs 'I'C� 11.02 ���R' +6.30 TEST HOLE 11 1 IRSFR 10.82 I I O ALL MATERIALS SCHEDULE 40 PVC(TYP) FROM FILED MAP /V /(O (� 11.62 I &,r ��� I 6"SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE �2� S4QjU % �� v �6� ADAPTER FROM ABOVE(TYP) ADAPTER&PLUG(TYP). 0.0' 6 w J� 1 6g +6� +10.70 MUST INSTALL CLEANOUT �11.44 ` oD + TO GRADE IN -\ 4.87" TOP SOIL 1 S. \ I 5 5 �' O I !(/ J ACCORDANCE WITH 1.0' �0 ,�O�U / I \ m FFLry �p Qj� ?g, /g 1 / / �D��o- SCDHS STANDARDS(SEE 4.5pp3" INSTALLATION GUIDANCE p// p" p O Q 9 �10.06 TOP VIEW WITH 10.01 S' � -V (��O + (o IN 7). DIMENSIONS(TYP) SANDY LOAM (4� 4� 11.10 �� �J-(rO iy� OIQ f+11.�0 / 2.5' �PQ� Q� ��C/v �\ Cq O \ I 11.246R pj� 6, �4�/ry/r 'ti fd6.24" 1 O ` /O +9.07 / TOP VIEW(TYP) ENGINEERS CERTIFICATION SANbA6RAVEL {� (S� Ql� OO Q ��(/ \ /10.16 �ST7 0.68 / +4.73 4.0' S�CQJ� �� to R C ♦ O Co`FiV v /ram�p +9.02 / / OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a ? I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE i T / // 4"LONG STUB OF 4"SCHEDULE "y k 1bt Q +5�78 \ �'bS t �0 k)�a /EXISTING ANITARY STRUCTURES TO 40 PIPE CONNECTED TO FUJI-~ PIPING EXTENDED DISPOSAL SYSTEM(S) FOR THI5 PROJECT WERE DESIGNED BY ME HIGHEST EXPECT �(/ !(� �\ e�0 � .11 UP TO GRADE BE REMO DIN ACCORDANCE WITH CLEAN CEN UNIT(TYP) OR UNDER MY DIRECTION. BASED UPON A CAREFUL OROUGH GROUNDWATER EL=1.0 0 V •Z Ems/ \6 �F \ ti I LENGTH'vARIEs(TYP) STUDY OF THE SOIL, 51TE AND GROUNDWATER G ix (�� �O +4.45 \ R .2� / SCDHS TANDARDS GENERAL NOTES FACILITIES, AS PROPOSED, CONFORM TO THE NFCY. (Q +6.27 �p �A / / 4.42 ♦ \\ +6.1s \ 90 DEGREE LATERAL INLET VIEW(TYP) I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY DEPARTMENT OF HEALTH SERVICES CONS y.iSANDi°} DS�1 �p 4� _ / 3 INLET PORT EFFECT AS OF THI5 DATE. �'0 '� PROPOSED 5/1•NITARY SYSTEM ADAPTER ALL FUJIGLI=AN USA. ♦ tifi^T� \ \ �_ PORTS ARE + \\�. •�/ -? 4"OPENINGS 2. THE DESIGN ENGINEER, FUJIGLEAN USA 4.37 \ \ b/ +4.37 (TYP) 7.03" REPRESENTATIVE, AND 5GDH5 REPRESENTATIVES SHALL s Q 0 4.18+ \ \ SIDE VIEW WITH OBSERVE THE INSTALLATION OF THE OWT5 AND _ / .23" DIMENSIONS(TYP) LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR �""' °•" ' (") --� •✓ r � � •o. �.� -J:IMiY�F CLEARING,GRADING &GROUND DISTURBANCE + - - - I1 _ ❑ TO BAGKFILL. A 61 q � r%:/ 3.9s HOWARD W. 11'OUNG, N.Y.S. L.S. NO. 458Q3n .� +4.64 A� \ (n t.er 3. THE SYSTEM START UP WILL 8E COMPLETED UNDER THE THOMAS G. NVOLPERT, N.Y.5. P.E. NO. 614b5 \\ _ 441 i / SIDE VIEW(TYP) DIRECT SUPERVISION OF A FUJIGLEAN USA DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 805c" \ (0/ \\ 3.87 + \ 4.8r REPRESENTATIVE. / \ �/ EXTRA INLET 7'4• a.s" O/ CAPPED VIA 4. AN EXECUTED OPERATION AND MAINTENANCE 4"SCHEDULE4 ADAPTER&PLUG CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND `SURVEYOR'S CERTIFICATION O \� Q� OR CAP(TYP) PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK g / /�.� / �-{-n�!(j COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) 4.81 96 \ // / �/ NG - Y 1=UJIGLEAN INLET ADAPTER q0 PRIOR TO APPROVAL OF THE I/A OWT5 RE615TRATION �' WE HEREBY CERTIFY TO H E N RY H. B 0 STI C, 111 THAT THIS \ BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE la OF THE SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 0 +5.1 w / / \O/ �Q R ��(/ SUFFOLK COUNTY SANITARY GORE. PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK STATE ro 82 5.92 + / /YC 7` OUTLET SOLVENT WELDED TO 4" � ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. S LONG STUB OF 4"SCHEDULE 40 \ / / 3,56 PIPE CONNECTED TO FUJI \ / + .+ CLEAN CEN UNIT(TYP) a 3.49 -1/2' VENTILATION PIPE 0 4.20 �)T T / CHAMBER Volume(gal) \ Y \ SCUM BAFFLE B O � � C 1 Sedimentation Chamber 277 < (� \F\ �• �S �j 31 4 2 Anaerobic Filtration Chamber 278 ) ,,(� 0 4.56 / ' 10 C '-10 '-7 0 3 Aerobic Contact Filtration Chamber 127 �� D V1 G °�° / �iLi ` ECIRCULATION ® Storage Chamber 63 0 Uk q Disinfection Chamber 4 �( ')_ "-- e, ISINFECTION r" AIR LIFT PUMP © •.y C.- � \ \ CYLINDER (OPTIONAL) S \ 1 30 + © Total Volume 749 3.31 ADAPTERATERAL 3 INLET ALL PORTS �rwkt,`I4_ w 4.20 - 4' INLET PIP OUTLET PIPE ARE 4"OPENINGS 'I SPECIFICATIONS `' "` ;• ; - U �P) a-O Aj 4 (4' A Anaerobic Media PP/PE Filling Rate 32% HOWARD W. YOUNG, N. .S. L.S. NO. 458Q3 Board Type Aerobic Media PVC/PP/PE Filling Rate 16% - \ Aerobic Media PP/PE Filling Rate 57% Blower 2.8 efm \ 74 \ \ FUJIGLEAN CEN SERIES INLET BAFF -a- © AIR L LIFT PUMP Tank FRP PUMP PLOT PLAN AP !o� P PE MODELS AS PREVIOUSLY © _ (3) Acce s Covers Pla ticPiing PVC//Cast Iron SURY FOR PROVED FOR USE BY SCDi- !' tA�oriArW Disinfectant(Optional) Chlorine Tablets SCALE: I" = 30' NOTE: ALL GONDUITSBETWEEN PANEL AND INSTALLATION 6UIDANGE FUJIGLEAN SCHEDULE 40 RECIRCULATION PIPE LOW BAFFLE US /2' AIR INTAKE Disinfectant COST) G/ TREATMENT TANK MT BE SEALED TO PREVENT PVC. q0-DE(SREE INLET ADAPTER FLOW OPENING (TYP. (CLEANING OPENING) B GAS LEAKAGE INTO PANEL. 1.The Fuij!Clean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard PLAN VIEW FOR WIFI COMMUNICATION DEVICE; schedule 40fiittings. LOT 3, "5ETTLER5 AT OY5TERPOND5" E USE ALARM/CONTROL PANEL MDL#1045040 ISINFECTION 4' MANHOLE � II II 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. 18' MANHOLE (TYP 18" MANHOLE CTYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) a CONTROLLER G MFG BY 5JE RHOMBUS at Orient, Town of Southold N LOW OPENING 3.Any unused entry ports on the FuJiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip Suf f o I k County, New York ' METER ALARM/CONTROL cap that Is solvent welded to a short stub of pipe inserted and solvent welded Into the adapter port. INCOMING SERV ICE PANEL MDL#1041Q72 4.The lateral en adapter shall be secured to the Fu IClean unit using a 4"Ion stub of 4"schedule 40 i that Is scolventwelded 1-0 " 1'-2' N GON ROLLER "A" p J g 9 p ONTO TYPE BUILDING PERMIT SURVEY Into the adapter outlet end and FujlClean inlet so that the adapter fits flush on the FuJiClean unit. CONTACT MEDIA DEDICATED MFG BY SJE RHOMBUS 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of � 15 AMP BREAKER CONTR PANEL MOUNTED the adapter and prevent any settling or strain on the adapter or FujiClean unit. DOL o N 4"x4" PRESSURE 6.Metal fittings,pipe,and caps are NOT to be used for Installation of the adapter. In County Tax Mop District 1000 Section 27 Block 02 Lot 2.5 TREATED WOOD POSTS a 120V AG, 10, bOHZ, 15 AMP POWER SUPPLY 7.Must Install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR FIELD SURVEIL' COMPLETED OCT. 30, 2023 #12-2 AWG WITH &ND IN I" PVC CONDUIT SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOUR APPROVAL © ® MAP PREPARED NOV. 15, 2023 MAINF OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES."' 5' 5' � 5'-5' ECIRCULATION SERVICE INSULATED 8.The following are Instructions on how to make a solvent weld for attaching piping to the FuJiClean lateral entry adap)ter. Z ® ASSEMBLY Record of Revisions PANEL ELEC. CONDUIT z AIR WEATHER 4-4 4'-3 4'-2 REVISION DATE OWVTS W 2 WIRING PER MFG. . BLOWER 515TANT 1.Square pipe ends,chamfer and remove all dirt. BLOWER 2.Check dry fit of pipe and flitting.Pipe should easily go 1/3 of the way Into the fitting.If pipe bottoms,It shoulild be snug. DEER FENCE 4 GATES FEB. O8, 2024 L) FE , R ENCLOSURE 3.Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a naturral 2024 SCDH5 NOIA#II B. 20 r-HADWIRE bristle brush or roller. © NY5DEG JUN. 24, 2024 FIN. GRADE 4.Clean pipe and fitting with a listed prim er.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) EROBIC MEDIA 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. LEGTRIG SUPPLY 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to)the pipe. ERATION ASSEMBLY E _ TO BLOWER 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. GROUND °iJE RHOMBUS MAGIOOR FUJIGLEAN TO FUJIGLEAN 8.Push pipe FULLY into filling using a%turning motion until pipe bottoms. SECTION A-A VIEW OWTS SPLICE BOX 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out-longer at low temperatures.Wipe toff excess. SECTION B-B VIEW r CONTROL PAIR BLOWER AERATOR 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees a PANEL LEGTRIGAL SUPPLY FUJIGLIR LINE OWTOS Fahrenheit before pressure testing up to 180 psi.Longer cure times maybe required at temperatures bellow 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. Scale: AS SHOWN ELECTRICAL ONE-L I NIE DIAGRAM CONTROL PANEL It BLOYVER NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, /�relative humidity,solvent cement used and the system operating pressure should all considered when deteermining set up cure times. I�A O7�w�4TS MDL. GEN-5 MFG. BY FUJI GLEAN USA JOB NO. 2022-0212 SCALE: NT5 DWG. 2015_0118_2022_0212_1vp 2 OF 2 I �- m TA COUNTY OF SUFFOLK EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER August 26, 2025 Town of Southold Received Zoning Board of Appeals P.O. Box 1179 AUG 2 6 2025 Southold,NY 11971 Attn: Leslie Kanes Weisman Zoning Board of gpneaEs Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Bostic, Henry and Ambriel #8055 Very truly yours, Am_�a��� By Oralee Shelton Joseph E. Sanzano,Planning Director Division of Planning and Environment JES/os cc: Elizabeth Sakarellos, Town of Southold H.LEE DENNISON BLDG 0 100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 f �/,� OFFICE LOCA:�N:�9j� !i4 I D17 MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) .' G, Telephone: 631 765-1938 Southold, NY 11971 ► .. yam;' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals OCT 2 2 2025 Cc: Julie McGivney, Assistant Town Attorney Zoning Board of ppea�s From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 21, 2025 Re: LWRP Coastal Consistency Review Henry H. Bostic and Ambriel Floyd Bostic #8055, SCTM# 1000-27.-2-2.3 This application is a Request for a Reversal of the Building Inspectors June 11, 2025 Notice of Disapproval, pursuant to Article III, Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio; at: 1) the proposed use in the accessory building is not a permitted accessory use; located at: 5305 Narrow River Road, Orient, NY. SCTM# 1000-27.-2-2.3 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, it is my recommendation that the proposal is a MINOR ACTION pursuant to Town Code §268-3 Z, and is not subject to review for LWRP consistency. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. i IF'OWN OF SOUTHOLD BUILDING DEPARTMENT Receive SOUTHOLD,N.Y. AUG 112025 NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: June 11, 2025 TO: Hunter Kennedy (Bostic) 1437 King Street, Suite#5 Charleston, SC 29403 Please take notice that your application dated April 11, 2025: For permit: to construct an accessoU garage containing an artist studio at: Location of property: 5305 Narrow River Road. Orient.NY County Tax Map No. 1000—Section 27 Block 2 Lot 2_3 Is returned herewith and disapproved on the following grounds: The proposed accessory structure containing an artist studio on this conforming 292.324 sq ft lot in the R-200 District is not a permitted use pursuant to Article III. Section 280- 13 C . Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE Heceived House No.5305 Street NARROW RIVER ROAD Hamlet ORIENT SCTM 1000 Section: 027.00 Block: 02.00 Lot(s) 002.003 Lot Size: 6.7 ACRES Zone R-200I., d of pep a4s�W I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6/11/2025 BASED ON SURVEY/SITE PLAN DATED 4/9/2025 Received Owner(s): HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC Mailing Address: 246 WARREN STREET, BROOKLYN, NY 11201 AUG 112025 Telephone: 917-350-0396 Fax: N/A Email: HAWES.BOST�ts geTdo Appeals NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: MARTIN D. FINNEGAN, ESQ. for(X) Owner( ) Other: Address: PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Telephone: 631-315-6070 Fax: N/A Email: MFINNEGAN@NORTHFORK.LAW Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 4/9/2025 and DENIED AN APPLICATION DATED 4/11/2025 FOR: (X)Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: I I I Section: 280 Subsection: 13(C) Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section (X)Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal(C)has, ( ) has not been made at any time with respect to this properly, UNDER Appeal No(s). 7777 Year(s). 2023 7934 2024 (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL '�J�(Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor orRaa ce airmpod nearby properties if granted,because: SEE ATTACHMENT. AUG 1 1 2025 Zoning Board of Appeals 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: SEE ATTACHMENT. 3.The amount of relief requested is not substantial because: SEE ATTACHMENT. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHMENT. 5. Has the alleged difficulty been self created? { } Yes,or { }No Why: SEE ATTACHMENT. • Are there any Covenants or Restrictions concerning this land? {X}No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature o pplicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this -7 day ANNALISE OUELLETTE NOTARY PUBLIC-STATE OF NEW YORK o August , 2025 No.01 OU6409457 22rZZ Qualified in Suffolk County Notary Public My Commission Expires 09-28-2028 Received ATTACHMENT TO AREA VARIANCE APPLICATION OFAUG 1.1 2025 HENRY AND AMBRIEL BOSTIC Zoning Boamotpeals REASONS FOR REVERSING/OVERTURNING NOTICE OF DISAPPROVAL: Henry and Ambriel Bostic (hereinafter collectively referred to as "Applicant") are seeking, by way of this appeal of the Building Inspector's Notice of Disapproval, dated June 11, 2025, for a building permit to construct an accessory garage with an artist studio and half bathroom, the reversal or overturning of said Disapproval and the granting of relief deeming the artist studio customary and incidental to the single family use on the premises. The subject parcel is a conforming 6.7 acre lot in the R-200 zoning district located on Narrow River Road in Orient. As depicted on the survey provided, the property is presently improved with a single-family residence, an accessory swimming pool and two accessory sheds. The property takes access off of Platt Road to the south over a driveway that will be extended to the proposed garage. The proposed accessory structure is entirely compliant to the bulk schedule. Ambriel Bostic has been a professional artist and designer for 30 years. She began her career as a costume designer and stylist for film and fashion before launching her own line of handmade fashion accessories, which sold worldwide. She later transitioned to creating a line of hand-printed textiles (Ambriel Floyd Home Textiles) that continues to be distributed by various North American interior design showrooms. She is prolific across mediums - sketch, painting, screenprinting, and sculpting. Her work has been featured in shows in New York and Los Angeles. She leads the In Kind Project, a non-profit that produces community art and theater projects in Brooklyn and on the North Fork. Ms. Bostic is also a talented poet with recent publications in MER and the Adroit Journal. She would like to continue to create art in her home on the North Fork. As such, the Applicant is seeking relief to create her own art studio with a half bath within the proposed accessory garage structure. The ZBA has determined in prior decisions that for an art studio/workshop use to be considered incidental to a principal use, it must be for the owner's personal use with no commercial or retail component. Reference is made to the Board's comprehensive Determinations in Wilson-Ryckmann (ZBA # 7454 dated 2/4/21) and Nardolillo (ZBA #7457 dated 2/4/21) wherein the ZBA set forth its code interpretation pursuant to Section 280-146(D) of the Town Code "to provide clarity about these two accessory uses and as to whether they are allowed in accessory structures." In these Determinations, the Board stated that: "Since neither a `work-shop' nor an `artist studio'is listed as an allowed accessory use, if it is to be considered an allowed accessory use, the Board.would have to.conclude that the use is `customary and incidental to the principal use'. which in both matters before the Board is a single- family residence. As set forth below, the Board has concluded that under certain conditions, both proposed uses should be considered customary and incidental to a single-family residence and therefore, allow�ae. Ceive accessory uses in accessory structures. AUG1, 1225 oning Board of Appeals "Based on the sheer number of times this issue has been before the Board, it would appear that this type of artist studio or workshop is customary use to a single-family residence." "In order for these uses to be considered incidental, they must maintain a personal and/or hobby aspect to them and not become a more commercial type of use." The ZBA went on to establish a list of elements and conditions that must be established for the Board to determine that these uses are customary and incidental to the principal use. For the following reasons, the Applicant respectfully submits that the proposed artist studio use is customary and incidental to the principal single- family residential use: 1. Such use is incidental to the principal residential use on the premises. The existing single-family residence is the Applicant's home and will remain as such. The proposed artist studio will be located in a portion of a conforming accessory garage to be constructed on the premises. 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling. The proposed artist's studio will be strictly for the Applicant's personal use. 3. No individual or group instructions, classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property. No lessons or demonstrations will take place in the proposed studio space. 4. The property owner may not employ or engage unpaid assistance by any other persons(s) in relation to the production/fabrication of art/crafts in the accessory structure, The Applicant has no employees. The artist studio is proposed for the personal and private use of the Applicant. S. There is no exterior effect at the property line such as noise, traffic, odor, dust, smoke, gas, fumes or radiation. The Applicant's creation of works of art is not anticipated to create any adverse 805F impacts to neighboring properties. The proposed location of the structure is in the northwest corner of the parcel abutting two large parcels, one of which i v� e t rights sold farm land. ' 6. No display of products/art work/crafts etc. is visible to the stre4WG 11 2025 The subject premises is nearly 7 acres in size. The structure will be s-6*O®1f tgMrd Appeals from the street and all artwork will be created, stored and/or displayed within the accessory structure. 7. No sales to the public are permitted on the subject property. No sales of any kind will take place on the subject property. 8. Plumbing in the accessory structure is limited to a half bath (toilet and sink) and a utility sink. As depicted on the floor plan provided, a half bath is proposed on the lower level of the artist studio. 9. Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting, sculpture, photography, ceramics, weaving/textiles, glass art (but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging only to the property owner. The Applicant's artistic endeavors will not include glass blowing and will be so limited to sketch, painting, screenprinting, and sculpting. 10. No sleeping or cooking is permitted in the accessory structure. Consistent with the Applicant's SCDHS approval, no cooking or sleeping quarters are proposed. 11. An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable (unfinished, open rafters and stud walls) storage of general household items, garden tools and/or vehicles. The accessory structure will only be used as an artist studio and garage space. ece.ived 12. An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special eAr6f YJ t PO25 permit is obtained from the Zoning Board of Appeals. Zoning Jar�o Appeals No accessory apartment is proposed. 13. The following uses are not, by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure, as defined herein and are prohibited: workout/fitness activities, recreational activities, and home offices (as defined in the Town Code). This application is for an artist's studio to be located in a portion of the proposed accessory garage. There is no gym or home office space proposed. By: Martin D. Finnegan, Authorized Agent Zoning Board of Appeals APPLICANT'S PROJECT DESCIUPTION APPLICANT: HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC SCTM No. 1000-027.00-02.00-002.003 Received 1.For Demolition of Existing Building Areas Please describe areas being removed: N/A AUG 112025 oning oar o ppea H.New Construction Areas (New Dwelling or New Additions/Extensions): GARAGE ARTIST STUDIO Dimensions of first floor extension: N114 Dimensions of new second floor: AI Dimensions of floor above second level: N/A Height(from existing natural grade):22' Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: NO III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: N/A Number of Floors and Changes WITH Alterations: N/A IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 4,521SF Proposed increase of building coverage: 1,325SF Square footage of your lot: 292,324SF Percentage of coverage of your lot by building area(lot coverage) 0.020% Gross Floor Area(GFA) of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): N/A For Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): N/A V.Purpose of New Construction:ACCESSORY GARAGE FOR STORAGE OF VEHICLES AND ARTIST STUDIO FOR PERSONAL USE BY APPLICANT. VI.Please describe the land contours (flat,slope %, heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: N/A Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale?Yes X No AUG 112025 sb5'r', B. Are there any proposals to change or alter land contours? Zoning Board of Appeals X No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? YES 2.)Are those areas shown on the survey submitted with this application? YES 3.)Is the property bulk headed between the wetlands area and the upland building area? NO 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Board of Trustees: LETTER OF NON-JURISDICTION DATED 6/11/2024 If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? YES E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? NO If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? NO If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: N/A G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining'or close to this parcel? NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A 1. Please list present use or operations conducted at your property, and/or the proposed use EXISTING SINGLE-FAMILY DWELLING;PROPOSED SAME WITH ACCESSORY GARAGE AND ARTIST STUDIO. J. (examples:existing single family,proposed:same with garage,pool or other) S/ -7 /2025 Autho ri zecKsi a Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Received Town Hall Southold, N.Y. AUG 11 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No Z-24207 Date MARCH 14, 1996 THIS CERTIFIES that the building NEW DWELLING Location of Property 5305 NARROW RIVER ROAD ORIENT NY House No. Street Hamlet County Tax Map No. 1000 Section 27 Block 2 Lot 2.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15, 1995 pursuant to which Building Permit No. 22825-Z dated JUNE 14, 1995 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is A ONE FAMILY DWELLING WITH ATTACHED DECK, THREE OPEN PORCHES AND TWO ROOF DECKS AS APPLIED FOR. The certificate is issued to MARTIN J. BANCROFT JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-95-0057 MARCH 1, 1996 UNDERWRITERS CERTIFICATE NO. MARCH 7, 1996 PENDING PLUMBERS CERTIFICATION DATED MARCH 12, 1996 ROBERT VAN ETTEN Building Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD Receive BUILDING DEPARTMENT Office of the Building Inspector AUG 112025 Town Hall Southold, N.Y. Zoning Board of Appeals CERTIFICATE OF OCCUPANCY No: Z-34428 Date: 07/02/10 THIS CERTIFIES that the building MINOR ALTERATIONS Location of Property: 5305 NARROW RIVER RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 27 Block 2 Lot 2.3 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 7, 2009 pursuant to which Building Permit No. 35208-Z dated DECEMBER 10, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DORMER ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JEROME T MURPHY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 12609 04/21/10 PLUMBERS CERTIFICATION DATED N/A 1 Aut or zed Signature Rev. 1/81 zr - �o�pSu�F°t'�cpGy Town of Southod_ 1/12/2022 a. P.O.Box 1179 . o o � 53099 Main Rd oy o� Southold,New York 11971 Received AUG 1 1 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 42546 Date: 1/12/202.2 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5305 Narrow River Rd,Orient SCTM#: 473889 Sec/Block/Lot: 27:-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building.Permit heretofore filed in this office dated 6/25/2018 pursuant to which Building Permit No. 42829 dated 6/29/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: construct additions and alterations to existing single-family dwelling and to legalize"as built"AC unit and generator as applied for. Corrected 1/12/2022 for permit number only. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au ized i ature O�QSIIEFQL/( , Town of Southol': 3/26/2022 P.O.Box 1179 o • ��� 53095 Main Rd Southold,New York 11971 R&I AUG 112025 CERTIFICATE OF OCCUPANCY Zoning Board of Appea{s No: 42952 Date: 3/26/2022 THIS CERTIFIES that the building ELECTRICAL Location of Property: 5305 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2021 pursuant to which Building Permit No. 46544 dated 7/8/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 300 amp underground electric service. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46544 3/18/2022 PLUMBERS CERTIFICATION DATED Authorized Signature �o�OStlEEUtKco .� Town of Southold 4/4/2023 G ' y P.O.Box 1179 53095 Main Rd Southold,New York 11971 Received CERTIFICATE OF OCCUPANCY AUG 11 2025 No: 43980 Date: 2nni 4!4/29 nn norm of Appeals THIS CERTIFIES that the building SOLAR PANEL Location of Property: 5305 Narrow River Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 27.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2022 pursuant to which Building Permit No. 48065 dated 7/14/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48065 3/21/2023 PLUMBERS CERTIFICATION DATED n�\ A riz S afore �o�SUFfO G Town of Southold 7/22/2023 o y� P.O.Box 1179 W a 53095 Main Rd �� —'yfj� ao�g Southold,New York 11971 Received CERTIFICATE OF OCCUPANCY AUG 112025 Zoning Board of Appeals No: 44336 Date: 7/22/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 5305 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 46331 dated 6/2/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool with spa fenced to code as applied_for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46331 3/18/2022 PLUMBERS CERTIFICATION DATED Aut rize gnature i ' grfFOL� � ., coGy Town of Southold 7/22/2023 a P.O.Box 1179 o - 53095 Main Rd M6 4, o\-a Southold,New York 11971 Received CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 44337 , Date: 7/22/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5305 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 46330 dated 6/2/2021 was issued,and conforms to all'of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including screened porches with deck addition,to existing single-family dwelling as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46330 8/29/2022 PLUMBERS CERTIFICATION DATED th rizeA Mgnature I BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��®F S�(/�i�® 53095 Main Road•P.O.Box 1179 Patricia Acampora �� �® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento a� 54375 Main Road(at Youngs Avenue) °1y�0l1NT1,� Southold,NY 11971 RECEIVED http://southoldtownny.gov TN ZONING BOARD OF APPEALS UN 2 0 2023 TOWN OF SOUTHOLD Tel.(631)765-1809 South d Town Cle k FINDINGS,DELIBERATIONS AND DETERMINATION Necelve MEETING OF JUNE 15,2023 A U G 1.1 2025 ZBA FILE:#7777 NAME OF APPLICANT: Henry and Ambriel Bostic Zoning Board of Appeals PROPERTY LOCATION: 5305 Narrow River Road,Orient,NY SCTM# 1000-27-2-2.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated February 28,2023stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 22, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with the LWRP policy standards and therefore is INCONSISTENT with the LWRP. The Board of Appeals has determined that the location of the two"as built"shed pose no imminent environmental danger as the Board of Trustees#2030C was approved for the"as built"shed permit #10366 on May 17,2023. The second shed is located outside the Board of Trustees jurisdiction. By granting area variance relief, thereby legalizing the "as built" sheds located in the front yard, this action can be considered CONSISTENT with the LWRP policy standards. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 6.71 acre or 292,324 sq. ft. parcel located in the R-200 Zoning District. The northerly property line measures 742.59 feet then dips southeasterly 231.58 feet totaling 974.17 feet,the easterly property line measures 230.22 feet and is adjacent to Narrow River Road,the southerly property line measures 858.50 feet and the westerly property line measures 348.11 feet. This property is considered a corner lot.The property is improved with a two-story frame dwelling with attached wood decks on the east and west sides of the dwelling. There is a fenced in-ground swimming pool located north of the dwelling with two"as built" 10 feet x 10 feet wood sheds located south of the residence.There is a 50 foot Right of Way with 25 feet on the applicant's property and 25 feet on the other side of the private road with two very large ponds(wetlands) located on the easterly portion of the property as shown on the survey map prepared by Howard W. Young, Land Surveyor and last revised November 15,2022. BASIS OF APPLICATION: Request for Variance from Article I1I, Sections 280-15; and the Building Inspector's December 15,2022 Notice of Disapproval based on an application for a permit to legalize two(2)"as built"accessory I Page 2,June 15,2023 Received d 47777,Bostic SCTM No. 1000-27-2-2.3 AUG 1 1 2025 sheds at; 1) located in other than the code permitted rear yard; located at 5305 Narrow Ri/(5hi"a&Q&nwX� peals SCTM#1000-27-2-2.3. RELIEF REQUEST: The applicant requests a variance to legalizer two(2)"as built"sheds.The"as built"accessory sheds, on this conforming 6.71-acre lot located in the R-200 Zoning District, are not permitted pursuant to Article III, Section 280-15, which states accessory building and structures shall be located in the required rear yard. The sheds are located in the front yard ADDITIONAL INFORMATION: During the Public Hearing a neighbor stated her concerns that one shed was near the wetlands. The Southold Board of Trustees has granted a permit for that shed as they saw no problem or harm to the wetlands. A letter of opposition from the same neighbor was also received. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1,2023 at which time written,and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: t ' 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a very large property,'not visible to other properties,and contains h two very large ponds(wetlands)that cover most of the easterly portion. The subject lot is accessed by a private Right of Way off of Platt Road and is not accessible or visible from Narrow River Road.Much of the property surrounding the ponds are unbuildable for environmental reasons. The surrounding properties are also very large and neighbors are visually and physically separated which creates privacy from one lot to the other.The subject sheds can only be seen from the private Right of Way that is not heavily traveled. The applicant uses one shed for storage and one for garden tools. Sheds are not uncommon in the area and other properties have sheds that are visible from the street. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved other than an area variance. The house was built in the northwestern corner of the property,on the highest elevation and as far from the wetlands as possible. Since the property is considered a comer lot,bounded by Narrow River Road on the east and a private Right of Way to the south, accessed from Platt Road, the designated rear yard is very small and inconveniently located for the placement of the two as built sheds. Moreover, an in-ground swimming pool in the small rear yard leaves little to no room in which to locate the as built sheds.The storage sheds are located convenient to the driveway and planned garden location. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code. However,as stated previously,this property is considered a comer lot with two front yards and a very small rear yard based upon the placement of the existing house,making a conforming location for the sheds impracticable relative to the manner in which they are used. The existing location near the driveway,on an elevation that is lower than the house and at the same level as the existing driveway,is the most functional location. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,June 15,2023 Received #7777,Bostic SCTM No. 1000-27-2-2.3 AUG 1El 2025_ necessary and a therpeals 6. Town Law $267 b. Grant of the requested relief is the minimum action n ary applicant to enjoy the benefit of two (2) "as built" sheds while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora,seconded by Member ,and duly carried,to. GRANT the variances as applied for,and shown on the survey map prepared by Howard W.Young,Land Surveyor, last revised November 15,2022 and architectural drawings prepared by Spiro Anxhara, LPE,and dated January 10, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The two sheds shall remain unconditioned and uninhabitable with no plumbing. 2. If applicable,the applicant must apply to the Building Department for a building permit for the"as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 3. If applicable,the applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office,of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of Occupancy in the time allotted. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration Heat does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME-L-EMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold-any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County � ed Page 4,June 15,2023 AUG 112025 #7777,Bostic SCTM No. 1000-27-2-2.3 Zoning Board of Appeals Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms:IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). I�Ll�w hlti Les ' Kanes eisman, Chairperson Approved for filing 6 / /2023 ti BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O !� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOU �� Southold,NY 11971 RECEIVE® http://southoldtownny.gov rl .� " ZONING BOARD OF APPEALS Receive AU 1 6 2024 TOWN OF SOUTHOLD AUG 11 2025 ` Tel. (631)765-1809 Southold Town Clerk Zoning Board of Appeals FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 15,2024 ZBA FILE:7934 NAME OF APPLICANT: Henry Bostic PROPERTY LOCATION: 5305 Narrow River Road,Orient,NY SCTM No. 1000-27-2-2.3. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The-subject property is a conforming lot in an R-200 Zoning District. The property has a road frontage of 230.22 feet along Narrow River Road,then runs northwest for approximately 1,203 feet,then turns northeast for 348.11 feet then returns for approximately 974. 17 feet back to Narrow River Road. The property is improved with an existing frame residence, an accessory swimming pool and two small sheds all shown on survey prepared by Howard W.Young,LLS,last revised March 12,2024. BASIS'OF APPLICATION: Request for a Variance from Article XXIH, Section 280-105D(4); and the Building Inspector's April 26,2024,Notice of Disapproval based on an application for a permit to construct a deer fence along the front yard of a residential property;at; 1)located in the front yard is not permitted;located at:5305 Narrow River Road,Orient,NY. SCTM No. 1000-27-2-2.3. RELIEF REQUESTED: The applicant requests a variance to construct a deer fence in the front yard where they are prohibited in front yards. ADDITIONAL INFORMATION: As per testimony at the public hearing,the property owner currently has a double 4-foot deer fence currently installed in the side yard. The agent described the proposal to attach a full-size 8-foot- high deer fence to the existing fencing on the property. There were several neighbors who spoke out against this application at the public hearing. i• Page 2,August 15,2024 ��C�lV� #7934,Bostic SCTM No. 1000-27-2-2.3 ' AUG 112025 FINDINGS OF FACT/REASONS FOR BOARD ACTION: Zoning Board of Appeals The Zoning Board of Appeals-held a public hearing on this application on August 1,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There is no active farming or crop production currently on the property to justify the proposed fence height. Neither is the proposed deer fence located at a principal front yard setback from the front property line. There are currently no deer fences in the immediate neighborhood in front yards.In addition,the installation of the proposed fence will result in deer being displaced from the subject property onto adjacent and nearby properties which will cause an undesirable change in the character of the neighborhood. 2. Town Law 42674(3)(b)(2). The benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue,other than an area variance. The deer fence could be installed in the side yards and rear yard where it would be legal and as of right and would enclose a large portion of the subject property. 3. Town Law 6267-b(3)(b)(3). The requested variance is mathematically'substantial, representing 100 % relief from the code. Moreover,the applicant can use alternative locations,and lower fencing to achieve the goal of keeping deer off the section of the property with the house and accessory pool. 4. Town Law 4267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Adjacent neighbors expressed concerns over the displacement of deer onto their properties if the applicant constructed a deer fence on his,property in the non-conforming front yard. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deer fence in the front yard while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried, to DENY as applied for, Vo Board: Ayes: in rs Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert.(5-0) Leslie Kanes Weisman,Chairperson Approved for filing /�� /2024 AGRICULTURAL DATA STATEMENT Receive ZONING BOARD OF APPEALS TOWN OF SOUTHOLD AUG 1.129 5 WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use peals permit,site plan approval, use variance, area variance or subdivision approvat(wip�go v��►irr� an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC 2. Address of Applicant:246 WARREN STREET, BROOKLYN, NY 11201 3. Name of Land Owner(if other than Applicant): N/A 4. Address of Land Owner: N/A 5. Description of Proposed Project:CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. 6. Location of Property: (Road and Tax map Number) 5305 NARROW RIVER ROAD, ORIENT, NY 11957 SCTM#1000-027.00-02.00-002.003 7. Is the parcel within 500 feet of a farm operation? {Xj Yes { ) No 8. Is this parcel actively farmed? { } Yes {X} No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1 #18.-6-14.9 (26160 ROUTE 25): KHEDOURI EZAIR, 931 MADISON AVENUE, NEW YORK, NY 10021 2. 3. 4. 5. 6. (Please use th c c of this a ' there are additional property owners) 8 / /2025 Signature of Appl Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. Short Environmental Assessment Form Rece.i e Part 1 -Project Information AUG 11 025 Instructions for Completing 2�nina Botrd of Appe {s Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. esp nses ecome part o 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: BOSTIC ARTIST STUDIO Project Location(describe,and attach a location map): 5305 NARROW RIVER ROAD,ORIENT,NY 11957(SCTM#1000-027.00-02.00-002.003) Brief Description of Proposed Action: CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. Name of Applicant or Sponsor: Telephone:p 631-315-6070 MARTIN D.FINNEGAN, ESQ. E-Mail: MFINNEGAN@NORTH FORK.LAW Address: PO BOX 1452, 13250 MAIN ROAD City/PO: TNY ate: Zip Code: MATTITUCK 11952 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:TRUSTEES NON-JURISDICTION LETTER;SUFFOLK COUNTY HEALTH DEPT.SANITARY SYSTEM APPROVAL ❑ Wl- 3. a. Total acreage of the site of the proposed action? 6.7 acres b.Total acreage to be physically disturbed? 0.03 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6.7 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban m Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of') 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? pj6- ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? Received ❑ Z ❑ 6. Is the proposed action consistent with the predominant character of the existing built or nJW@ IJnV1s2 ? NO YES Zoning Bo ❑ 0 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: W1 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? IZI 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: El FV1 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for Z archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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? ❑ Z 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: Page 2 of 3 14. Identify the typical habitat types that occur o_; __ are likely to be found on the project site.Ch ill that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional m Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal, or associated ha it t , listed by the State or NO YES Federal government as threatened or endangered? �ceive Northern Long-eared Bat AUG ❑ W1 16. Is the project site located in the 100-year flood plan? f 2025 NO YES Zoning Board of Appeals Z 17. Will the proposed action create storm water discharge, either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: STORMWATER DISCHARGE WILL BE CONTAINED PER CH.236 OF THE TOWN CODE. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes, explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES 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 CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: MARTIN D.FI GAN,ESQ. Date: V Q lilms Signature: Title:AGENT/ATTORNEY PRINT FORM Pane 3 of') EAF Mapper Summary Report Wedne: August 6, 2025 4:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are i answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks.Although [ve the EAF Mapper provides the most up-to-date digital data available to R.0 DEC,you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. AUG 14 2025 - Ba�t9a. ` Zoning eBoard af,Appear _�Cl� tan , .ton P Va— tS'e ,rr�:?vs'F�iyer r-� arntfan Roacatar {} apr �j I nn 6fth BUfwo— __ - Odra ork'--- 5ottrces Esr� HEFgE Garmin, USCySr terina IilkkER4� Sources:Esri,HERE;Gam*.USGS,Interrnap,INCREMENT p,NRCan T s'ri 1apa�r�,t�lETl,�Esn `Ryan, Es�i Japan,�h tETI� Esrl�hi�ea��k3 KoriC�s Ern Y.c�iea . xr -'China(,Hong Kono),Esri.Korek Esri{;Thailand),NGC,,¢c)Cipzru5treet(rlap an'r,�bu#tfrs anr3 T all�n [ G fc,t�p�r�t[P (� ( c 4 r +tar the GIS Usei'Lbmi;nUi'.y U521-b aril1 1�J ,' NPS Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible ISites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local, New York State, and federal j Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] _ Part 1 /Question 15 [Threatened or Northern Long-eared Bat Endangered Animal - Name]_ Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report j Board of Zoning Appeals Application Received OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) AUG 112025 Zoning Board of Appeals We, Henry H. Bostic III and 246 Warren Street Ambriel Floyd Bostic residing at (Print property owner's name) (Mailing Address) Brooklyn, NY 11201 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) Finnegan Law, PC our 9 to apply for variance(s) on mp behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's Signature) Henry H. Bostic III (Print Owner's -Name) (Owner's Signature) Ambriel Floyd Bostic (Print Owner's Name) OU9 Received 11111111 IN 1111111111111111111111111111111111111111111 AUG 112025 Zoning Soars of �k�9�l0 11111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/20/2015 Number of Pages: 4 At: 11 :15:27 AM Receipt Number : 15-0162554 TRANSFER TAX NUMBER: 15-11546 LIBER: D00012841 PAGE: 664 District: Section: Block: Lot: 1000 027 .00 02 .00 002 .003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,500,000 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20.00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125 .00 NO TP-584 $5 .00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $6,000.00 NO Mansion Tax $15,000.00 NO Comm.Pres $27,000 .00 NO Fees Paid $48,255.00 TRANSFER TAX NUMBER: 15-11546 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County oo Numberofpages RECORDED 2015 Nov 20 11:15:27 AM JUDITH R. FRSCRLE ��C�iV�� This document will be public CLERK OF record.Please remove all SUFFOLK COUNTYL D00012Al Social Security Numbers P 664 AUG 11 2025 prior to recording. DTI1' 15-11546 Deed I Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps Zoning Board of Appeals 3 FEES Page/Filing Fee %) Mortgage Amt. 1.Basic Tax Handling 20 2. Additional Tax TP-584 Sub Total Notation _ SpecJAssit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) _ TOT.MTG.TAX R,P.T.S.A. _ Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 TransferTax �' Affidavit Mansion Tax c000- Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only, Sub Total YES or NO Other Grand Total ads - If NO,see appropriate tax clause on page t! of this instrument. 10 19 IS 4 Dist, Al An .* nr»n03 5 Community Preservation Fund Real Property 15031503 1000 02700 0200 002003 Considers.'on Amount$ 1,500,000 Tax Service p T Verification f4NOV1 IlBiIUl���I�CI�I� A Agency R DTY PF T e $ 27,000 Improved XX CY� 6 �y�ljt RECORD&RETURN TO: Vacant Land Sara R.Throne,Esq. TD Sonnenschein,Sherman&Deutsch,LLP \' TD to 7 Penn Plaza,Suite 900 y New York,NY 10001 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name National Granite Title Ins.Co. www.suffolktountyny.gov/clerk Tole# GR2015v1379W 8 Suffolk County Recording & Endorsement Page This page forms part of the attached __Bargain and Sale Deed made by: (SPEC:FY TYPE bF INSTRUMENT) Jerome Thomas Murphy The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of_Southold Henry H.Bostic 111 acid Ambriel Floyd Bostic _ IntheVILLAGE as tenants by the entirety orHAMLETof Orient _ BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Bargain and Sale Deed with Covenants Against Grantor's Acts-Individual or Corporation CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY A P THIS INDENTURE, made the 19 day of October, 2015 BETWEEN RecelveCJ JEROME THOMAS MURPHY,residing at 11A Kirkland Place,Cambridge,MA,02138 AUG 112025 party of the first part, Zoning Board of Appeals HENRY H. BOSTIC III and AMBRIEL FLOYD BOSTIC,as tenants by the entirety,both residing at 246 Warren Street,Brooklyn,NY,11201 party of the second part, WITNESSETH,that the party of the first part, in consideration of TEN($10.00)Dollars,lawful money of the United States paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and at SEE SCHEDULE `A' ANNEXED HERETO BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated June 27, 1997 which deed was recorded in the Office of the Clerk of the County of Suffolk on July 10,1997 in Liber 11840 at page 233. TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND THE party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fiend to be applied first for the purpose of paying the cost of the improvement, and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. , IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. 1N PRESENCE OF: IVU OME TH MAS RP HUG 11 2025 STATE OF NEW YORK:COUNTY OF SUFFOLK) ss: Zoning Boar _- On the $rh day of October, 2015, before me, the undersigned, personally appeared JEROME THOMAS MURPHY, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Public JENNIFER B.GOULO Notary Public,State of New York No.02G05024640-Suffolk County Commission Expires March 14,20 I8 J 1 f •�I �c `b....d r SCHEDULE `A' ✓ ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot 3 on a certain map entitled "Subdivision Map of Settlers at Oyster Ponds" and filed in the Office of the Clerk of the County of Suffolk on May 4, 1984 as Map No. 7729, said lot being more particularly bounded and described according to said map as follows: BEGINNING at a point on the northeasterly side of a 50 foot right of way,where the same is intersected by the division line between Lots 2 and 3 on the aforesaid map, said point or place of beginning being the following four(4) courses,curves and distances from the intersection of the southeasterly side of Halyoake Road with the northeasterly side of Platt Road: Received 1. Southwesterly as measured along the southeasterly side of Halyoake Road a dist a f.- 41.40 feet to the center line of the 50 foot right of way; � f 1 2025 2. South 880 58'00"East, 152.21 feet; &A 09 9e4M of Appeals 3. Northeasterly along the arc of a curve bearing to the left having a radius of 280.00 feet a distance of 239.46 feet; 4. Northeasterly along the arc of a curve bearing to the right having a radius of 100.00 feet a distance of 120.39 feet to the true point or place of beginning; RUNNING THENCE from said point or place of beginning along the division line between Lots 2 and 3 North 39° 32' 10" East, 348.11 feet to the southwesterly side of land now or formerly of Edward Latham and Daniel Latham; THENCE along said last mentioned land the following two (2)courses and distances; 1. South 53° 53' 10"East,742.59feet; 2. South 78° 53' 10" East,231.58 feet to the westerly side of Narrow River Road THENCE along the westerly side of Narrow River Road South 08°58'00" West,230.22 feet to the center line of the 50 foot right of way; THENCE along the center line of the 50 foot right of way the following eight(8) courses and distances: 1. North 810 02' 00" West, 50.00 feet; 2. Northwesterly along the arc of a curve bearing to the right having a radius of 550.00 feet a distance of 128.55 feet; 3. North 67' 38' 30" West, 187.82 feet; 4. Northwesterly along the arc of a curve bearing to the left having a radius of 180.00 feet a distance of 197.92 feet; 5. North 73' 56' 30"West,67.27 feet; 6. Northwesterly along the arc of a curve bearing to the right having a radius of 765.00 feet a distance of 276.94 feet; 7. North 53' 12' 00"West, 180.00 feet; 8. Northwesterly along the arc of a curve bearing to the left having a radius of 100.00 feet a distance of 27.55 feet to the point or place of BEGINNING. APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Henry H. Bostic III and Ambriel Floyd Bostic (Last name,first name,middle initial,unless you are applying in the name of someone else or other ent��tcle�i�/� company.If so,indicate the other person's or company's name.) i l��s TYPE OF APPLICATION: (Check all that apply) AUG 112025 Tax grievance Building Permit Variance V Trustee Permit Change of Zone Coastal Erosion Zoning Board of Appeals Approval of Plat Mooring Other(activity) Planning 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. YES 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 applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(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 Z3 day of July 2025 Signature Print Name Henry/yH.Bostic III Signature d `� ' - Print Name Ambriel Floyd Bostic i AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : MARTIN D. FINNEGAN (Last name,first name,middle initial,unless you are applying in the name of someone else or othe E) company.If so,indicate the other person's or company's name.) 51, TYPE OF APPLICATION: (Check all that apply) AUG 112025 Tax grievance Building Permit Variance X Trustee Permit Zoning Board of Appeals Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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. X YES 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 applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(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 4��_ ay of u st 2025 Signature Print Name MARTIN D. FINNEGAN Town of Southold LWRP CONSISTENCY ASSESSMENT FORM pUG 112025 A. INSTRUCTIONS � Wing Board of Appear 1. All applicants for permits* including Town of Southold agencies, shah 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 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 027.00 _02.00 _002.003 The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. 0 Board of Trustees 0 ZONING BOARD V OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital 0 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: CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. Location of action:5305 NARROW RIVER ROAD, ORIENT, NY 11957 Site acreage:6.7 ACRES Present land use: SINGLE FAMILY RESIDENCE Present zoning classification:R-200 Lj 2. If an application for the proposed action has been filed with the Town oMi'fUold agency, the following information shall be provided: AUG 1 1205 (a) Name of applicant:HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC als 4anm9 50afd of (b) Mailing address:246 WARREN STREET, BROOKLYN, NY 11201 (c) Telephone number: Area Code( )917-350-0396 (d) Application number, if any: 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? DEVELOPED COAST POLICY N/A - MINOR EXEMPT ACTION 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 FV Not 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 ❑ No ® 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 0 No ® Not Applicable i Brceived AUG 112025 7nninQ Board of Appea16 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 0 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 0 Yes [] No ®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. Yes [1] 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. �n9���y ❑ Yes [] No® Not Applicable AUG 1 2025 zoning Board o 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. ❑ Yes[:] No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES 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. 0 Yes ❑ No 2 Not Applicable Flecelye AUG 112025 Zoning Board Of APPod6 Attach additional sheets if necessary sb-6� 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 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 E�l 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 Created on 512510511:20 AM Received 8�b-� ooglo �y. i.K Y ° ,h �1 �, '�+T,YI � �'►`A.n' y `y..r�+•y.�?��q,. �x':.,tr � r�, '�"iiLq�„'e�,`.- 'f.. 'ffy�_`� ��� �., ;rr'*'� y`.,Fy'�3 u..,.,�gyt,,�m{#.t��n „ric• �-•'K frSy r�}aA���iYW "t#-lYi?� K Y` 51)utp .J,V�1.'A^ �� i - J yam,,y �'�� ���(/• d��?�j��� + �� yI✓_y,by � �A i. 1� p y � � ' t'T •'Y .z ., t��' �. 'tsr t + 3` d w �„.. S'gaHyf,�ydri�±,•�. 9�}T r;,,}_ R ^p�9� .�,� �,'y.-8�� � , a i ti M1 �y Deceived AUG 112025 .�omimg iBc�ra°J � API M� l �.�F ,� � +>) � „�. .t,,•v fit'° .� Received AUG 112025 Zoning Board of Appeals ' as r „ry�[,.s.��. 4.. Y S r t , �r y Glenn Goldsmith, President, ®f S0 s Town Hall Annex A.Nicholas Krupski,Vice President ®� ��® 54375 Route 25 P.O.Box 1179 Eric Sepenoski A Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 Received BOARD OF TOWN TRUSTEES AUG 1 A ZO25 TOWN OF SOUTHOLD Zoning Board of Appeals June 11, 2024 •ti_ Thomas Wolpert Young Associates 400 Ostrander Avenue Riverhead, NY 11901 RE: HENRY H. BOSTIC, III 5305 NARROW RIVER ROAD, ORIENT SCTM# 1000-27-2-2.3 ' Dear Mr. Wolpert: The Southold Town Board of Trustees reviewed the Building Permit Survey prepared by Young Associates, last dated February 20, 2024 and determined that the proposed construction of a 1 '/z story barn and new sewage disposal system (A/I OWTS) is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to.ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sin rely, Glenn Goldsmith, President GG:ec TOWN OF SOUTHOLD PR' OPERTY RECOR i cG I S ET VILLAGE DlSir. -- SUB. LOT ti FORMER OWNER r � N E ACR. q a no S W TYPE OF BUILDING RES. t� SEAS. VL. i I FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS C.� �clTCSft- 1. � — -7'7C}`L'!?4/1+-? `6 P �t4�'c 141 ? .. -.... r ,. „ S ✓`� ..:_ si f r C3 aF `: co tl ,o i� 1 `S I /`T +�G� �c��/l�R � `1 � J f L �� e " � .flJ -7, lei1*5 ;'/�4 p ��� �. ��� <r . i r.0o 60o 0 t� IlS/gip �o%-7 -%— L l9'-o,0 r�33 ` < � N,!.Yf,.�r 2 r I T�Y) t 1? b Vol 4 35?OQ nor ad rp -h'(5 Tillable '> A '711'VZ ? A 9d = �/� ' P Woodland Rkoz> -7 {��c� t �c��" FRONTAGE.ON ROAD o c (� Meadovvla —i' 3 0 ` DEPTH aOn �. House Plot BULKHEAD D N c Total �-- -, jj x { np l 2 xj^ 2 2 l 3 1 4 F f'1( , T. - 27.-2-2.3 11/15/2022 r L � wv ry i t F� Z2. �1�.7 __ _. .. - >..• . ,t.v-.:7� Tt, 31.. ...�<y vF: _ rK��'-.y*a.A_� <_; - M°RBdq > 7 S� 37(p Foundation G, ,, Bath y Extension ,, -, s Basement ,p •macd -�1 t Floors • 'LCirt D Extension ,, �o�a 5O — �\<� _ �J_ �� Fxt. Walls Ce�coJr �t',�c Interior.Finish .t% Extension Fire Place �� Heat 93�tvr.Wf �xcLQ. p Porch CD C Ca SY � e lam we: 13 �O Pool Attic �. Deck -7y (1,21 _-7 p 2 Patio Rooms 1st Floor Breezeway - ? Driveway � - • {�u U Rooms 2nd Floor;w Garage . :? c_ to 0T'Ok CO ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 8/11/2025 Bostic,Henry&Ambriel 8055 $1,000.00 1553 8/15/2025 Reversal of NOD 8/14/2025 M cCoyd,Sean 8056 $1,250.00 §254 8/15/2025 8/15/2025 Bertorello,Robert 8057 $1,750.00 230 8/15/2025 $4,000.00 RECEIVE® AUG 19 2025 Southold'Town Clerk Town of Southold l P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/19/25 Receipt#: 344265 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8055 $1,000.00 1 ZBA Application Fees 8056 $1,250.00 1 ZBA Application Fees 8057 $1,750.00 Total Paid: $4,000.00 Notes: Payment Type Amount Paid By CK#9254 $1,250.00 En-Consultants CK#1553 $1,000.00 Finnegan Lay, P.C. CK#230 $1,750.00 Nancy J Bertorello Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Bertorello, Robert 1800 Country Club Dr. Cutchogue, NY 11935 Clerk ID: JENNIFER Internal ID:8057 J_ P_ t F TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Henry H. Bostic III and Arnbriel Floyd Bostic (Name of Applicant/Owner) 5305 Narrow RIver Road, Orient SCTM No. 1000- 27-2-2.3 (Address of Property) (Section, Block& Lot) COUNTY OF SUI','FOLK STATE OF NEW YORK 1, ( ) Owner, ( V) Agent MARTIN D. FINNEGAN, ESQ. (Finnegan Law, EC) . with offices 13250 Main Road, Mattituck New York-, residi! g at being duly sworn, deposes and says that: On the 1 6th day of_ October 2025, 1 personally mailed at the United States Post Office in Mattituck _, New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the Current assessment roll Verified from the official records on file with the (0 Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to befbi�? th' ANNALISE OUELLETTE day o hs , 2025 NOTARY PUBLIC-STATE OF NEW YORK No.01 OU6409 4.57 Qualified in Suffolk County (Notary Public) My Commission Expires 09-28-2028 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the-owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized,. U.S. PostalService C3 U.S. P al service" Q. CERTIFIED MAIL@ RECEIPT -al CERTIFIED MAIL@ RECEIPT' rU ' Domestic NO#OnIV ru Domestic mail only M M J.L Ne M M-0 Certified mail Fee M 'Ri.6(1 1-1 $ $5.30 $ Ln Ln C Extra Services Fees(check box,add fee Extra Services&Fees(Checkbox add fee a ate) I ril E]Retum Receipt(hardcopy)Certified Mail Extra Services turn . ril 0 Return Receipt(hardcopy) $ r [3 7.eR $ II. ILI il 0 Return Receipt(electronic) $ ❑Return Receipt(electronic) $—' .$0,01) ElCertfiled Mail Restricted Delivery $ Postmark r1-- r%- ❑Certified Mall Restricted Delivery $ nj E3 Adult Signature Required 0C*fH71`16 2025 nj El Adult Signature Required $ A' Ptsvrw $ -1ff Lr) 0Adult Signature Restricted Delivery$ Ill El Adult Signature Restricted Delivery$ ""ry Postage Postage 137 'V-41 r-3 C3 $1.1017 $1.07 $ .q $ Total Ill and Fees 4N Total Postage and _ �1 11-1.77 171- 1 16/'1,6,7 2 12.5 C3 $$ 010.77 Sent -- Ci Se>- M. Dacitno Revoc T-rt: ORIENT OP LLC 1:0 -1rec ------------- Ln 173 Duane St., Unit 75 03 Ln 5520 Narrow River Rd ---------------- Crty -- ------ Orient, NY 11957 ---- New York, NY 10013 M I U.S. Postal Service" U.S. Postal Service r%- ' CERTIFIED MA CERTIFIED MAIL@ RECEIPT ILP RECEIPT Ln ru Domestic kail on1v rU Domestic Mail OnlY V Ill Nel !�y I F, 17- Nell "I' M • y 11P 1`1 t Ll") _a Certified Mail Fee Certified Mall Fee $5.30 (1952 M $ rtif d m F� $5.30 0952 M $ Ln Extra Service (check box,add fee a.f 0 CT 11 6U 202 Ln Extra Services&Fees(ch ck box,ac$fcf F08111PP6, ate) 7n. rU El Return Receipt(hardcopy) 1171 Receipt(hardcopy) $ El Return Receipt(electronic) Return Receipt(electronic) $ P,�;ark ere C3 s- $0 01)­ Postmark C3 []Certified Mall Restricted Delivery $ r%- El Certified Mall Restricted Delivery $_ $A AA r%- ElAdult Signature Required Here Adult Signature Required $ $H;Tj� ru ru El Adult Signature Restricted Delivery$ Ln []Adult Signature Restricted Delivery$ L17 Postage 16 2025 Postage $1.1717 C3 $ $1.36 r-3 10/16/2025 r=1 T r-1 Total Postage and Fees 1(1/16/2025 r%_ frhF:�j�g.arid Fear r%- L r-3 s$I I.CI 6 r-3 $ Ih ---------- Sent Sent-,( Ir ORIENT HB-.:LLC Er VAGONDA LLC ------------- co �Nfii( co i i-------------- 143 Allen St Ln 173 Duane St #75 Ln ------------ Ir New York, NY 10013 -------------- Ir cfry, New York, NY 10002 U.S. Postal 5e'rvice'" U.SL. Postal Service'" CERTIFIED MAIL@ RECEIPT CERTIFIED MAIL@ RECEIPT Domestic Mail Only' Domestic i0ail Oniy nil ru: M M U r 1 en t f,, fq Y 11 T). rr Ney M Park" 1021 1 A113 Z1,6 M _a Certified Ili Fee Uertified Mall Fee $-5.310 (1952 rn $ $5.30 11952 M $4 4 1642025 Ln Extra Services&=.(.heckboX,.,,1d!n i OCT 16 2025 Ln Extra Services&Fees(check box,add OCT py) lfl ,�b ale)lip 171-11 [:1 Return Receipt(hardcopy) $ 111M rU E]Return Receipt C3 E]Return Receipt(electronic) $ Postmark C3 ❑Return Receipt(electronic) $ $0 14 Postmark []Certified Mall Restricted Delivery $ $fj Here Certified Mall Restricted Delivery $ Here r%- rU []Adult Signature Required $ E]Adult Signature Required $ $0 Ln E]Adult Signature Restricted.--y Ln []Adult Signature Restricted Delivery$C3 Postage $1.C17 C3 Postage $1.36 r-9 10/16/2025 r-9 14 n P r1f., as I IJ'/1 2025 Will and Fees C3 $0 gean of $ Sent [Sant TC Ke ouri Ezair Ir ------------- sites' `O Ir Denise A Spatny ------------ co 4045 Narrow River Rd reerl 931 Madison Ave Ln ------------ Ln ----------- Orient,NY 11957 Ir New York, NY 10021 9V66 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Henry H. Bostic III and Arnbriel Floyd Bostic (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK MARTIN D. FINNEGAN, ESQ. with offices at 13250 Main Road Mattituck New York, being duly sworn, depose and say that: I am the Owner or(\/) Agent for owner of the subject property On the day of October 2025, 1 personally placed tie Town's Official Poster on subject property located at: 5305 Narrow River Road, Orient The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval SOU-1-it thereby and the time and place of the public hearing L- thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for q period of not less than seven days immediately preceding the date of the public hearing of November 6th, 2025 g F0�V—1 1"e-�/-,7kg g n -c) October 2025 Sworn to before me this Day of otary Public) coMPL. E THR8 SECTION •MPLETE THIS S�L--iON ON DELIVERY ■ Complete ites 1;Q;and 3. A m ' t re. ■ Print your. ame qnd address on the reverse - � ❑Agent so that we can return the card to you. ` , ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes -r If YES,enter,delivery address below: ❑No i M. Dacimo M Revoc Trt ` 5520 Narrow River Rd Orient, NY 11957 113 ❑Adult - - 3. Service Type,,,, O Priority Mail Express® l��llilll����III I II IIII II IIII I I III I IIIIII I I III Signature ., Q Registered Mail R ❑Adult Signature r ed Delivery ❑Registered Mail Restricted 9590 9402 9443 5069 4420 53 0 Certified Mail® Delivery ❑Certified Mail Restricted Delivery '❑Signature ConfirmatlonTM r ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from Service label) ❑_Collect on Delivery Restricted Delivery Restricted Delivery 9589 0710_5270 2536 3732 97 Jail I0�il Restricted Delivery PS Fo(ril 11 li ly 2,020:'PSN 7530=02-000-9053 Domestic Return Receipt COMPLETESECTION ■ Complete items 1,2,and 3. A. Si re ■ Print your name and address on the reverse ❑A t so that we can return the card to you. X r ddressee 1 ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Datq of Delivery or on the front if space permits. 1. Article Addressed to: D. Is dellvery addre4 different from item 1? 10 Yes If YES,enter delivery address below: ❑No Denise A Spatny w 4045 Narrow River Rd Orient,NY 11957 II I IIIIII IIII III I II IIII II IIII I I III I II II II II III 3. Service Type o Priority Mail Express(OD ❑Adult Signature ❑Registered Mallrm ❑Adult Signature*rictedDellvery ❑Registered Mail.Restricted p Certified Mail® Delivery 9590 9402 9443 5069 4420 22 ❑Certified Mail Rt elivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑_Collect on Delivery Restricted Delivery Restricted Delivery fil 9589 0 710 5270 2536 3732 6 6 ,il Restricted Delivery PS Form 3811,Ju1y2020 PSN:7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Si re ■ Print your name and address on the reverse ❑Agent j so that we can return the card to you. Addressee i ■ Attach this card to the back of the mailpiece, P-Rec Ived by jefinted Name) C. D e of D ivery i or on the front if space permits. 1 t �� C}' zz es 1. Article Addressed to: t- D. Is delivery addiess di$e`rent from item 1? Y I _- -_ If YES;enter delivey address below. No ORIENT OP LLC 173 Duane St., Unit 75 New York, NY 10013 0 C! 2 3 '. — — -- - 3. ServloA.Type,, ❑Priority Mail Express® IIIIIIIIIIIII IIII II IIII 11111111111111111111111 Ij Adult s,gnature� - _ ❑Registered MaIITM. ❑Adult Signatures 'stricted Delivery ❑Registered Mail Restricted Certified Mait®"-.� Delivery 9590 9402 9443 5069 4420 46 ❑Certified Mail Restricted Delivery ❑Signature Confirmation TM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail _ 9589 0710 5270 2536 3732 80 ftrlctedDelivery PS Form 3811 July2020,'PSN 7530=02-000-9053.'T Domestic Return Receipt i' ( J MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION &PUBLIC HEARING HENRY H. BOSTIC III AND AMBMEL FLOYD BOSTIC #8055 5305 NARROW RIVER ROAD, ORIENT SCTM 1000-27-2-2.3 18.-6-14.9 - 26160 Route 25 Ag 27.-2-7 - 5725 Narrow River Road Ag Khedouri Ezair 931 Madison Ave New York, NY 10021 27.-2-2.2 - 2835 Platt Road VAGONDA LLC 143 Allen St New York, NY 10002 27.-2-2.4 - 4045 Narrow River Road Denise A Spatny 4045 Narrow River Rd Orient,NY 11957 27.-2-2.8 - 3090 Platt Road ORIENT HB LLC 173 Duane St #75 New York, NY 10013 27.-2-2.9 - 800 Halvoake Avenue ORIENT OP LLC 173 Duane St., Unit 75 New York, NY 10013 27.-2-4 - 5240 Narrow River Road M. Dacimo M Revoc Trt 5520 Narrow River Rd Orient, NY 11957 T � J _ 30 y •r E � �1 a X , 1 SECTIONSENDER: 6—vAETE THIS • _,)SECTION • IELIVERY ■ Complete items 1,2,and 3. A.�Siture ❑Agent ■ Print your name and address on the reverse X �> ❑Ad ressee so that we can return the card to you. ■ Attach this card to the back of the mail piece, eceived b (Printed Name) C. D to of elivery or on the front if space permits. \ ` C'Le—" )f' 1. Article Addressed to: D. Is delivery address diffef6int rpm1tem 1? ❑Y S;T If YES,enter,delivery,address below: ❑N tis{ ORIENT HB LLC 173 Duane St #75 New York, NY 10013 k e (S� I T ` I 3. Service Typ2; ❑Priority Mail Express® —..—— ) it l llllll IIII ill l ll IIII II IIII I I III I III I I III III ❑Adult Signature O Registered Mail R ❑Adult Si nature R� d Delroery,__='❑Registered Mail Restrictedi �ACertified Mail® Delivery 9590 9402 9443 5069 4420 39 ❑Certified Mail Re t d Delroery' ❑signature Confirmation'i ❑Collect on Delivery ❑Signature Confirmation n.rinl M ImhPr fTransfer from service label) ❑Collecton DeliveryRestricted Delivery Restricted Delivery 9 5 8 9 0 710 5270 2536 3732 73 $500�i1 Restricted Delivery PS Form,3811,July 2020 PSN 7530-02-000-9053;; Domestic Return Receipt a The�buffolh Timm See Proof on Next Page AFFIDAVIT OF PUBUGAT�ON The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Orange, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Oct 30, 2025 Notice ID: tNvXobFRZez277ZwTh09 Notice Name: ZBA Legal Notice November 6, 2025 Publication Fee: $235.15 Edmar Gorgehia U\`yvyl lryyAm JES 1 GOROON4HOMPSON Agent s N.ta P blc-State of Flor da 3_'a. ^ Commission tl HHsotese P+ e`vo Expires on aoqu n,wre VERIFICATION 3'nne`I`,„Ra State of Florida County of Orange Signed or attested before me on this:11/03/2025 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice November 6, 2025 Page 1 of 3 1l 1 SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,NOVEMBER 6,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,NOVEMBER 6,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10:00 A.M.-JOH N M.HASLBAUER AND KATHLEEN E. HASLBAU ER,AS TRUSTEES-#8049-Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 22,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:50 Osprey Nest Road,Greenport,NY. SCTM No.1000-35-6-14. 10:10 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025,September 4, 2025 and October 2,2025) Request for Special Exception pursuantto Article IX,Code Section 280-41B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTM#1000-113-12-13. 10:20 A.M.-THOMAS SMITH#8011-(Adjourned from May 1,2025)Request for Variances from Article III, Section 280-15;Article XXIII,Section 280-124 and the Building Inspector's February 24,2025,AMENDED March 4,2025,March 13,2025 and September 24,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations;and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola,an outdoor shower,and an accessory hot tub;at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet; 2)more than the code permitted maximum lot coverage of 20%;3)second story addition to the accessory garage located in other than the code permitted rear yard;4)accessory pergola located in other than the code permitted rear yard;5)outdoor shower located in other than the code permitted rear yard;6)accessory hot tub located in other than the code permitted rear yard;located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold,NY. SCTM No.1000-70-6-10. 10:30 A.M. -HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC#8055-Request for a Reversal of the Building Inspectors June 11,2025 Notice of Disapproval,pursuant to Article III,Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio;at:1)the proposed use in the accessory building is not a permitted accessory use;located at 6305 Narrow River Road,Orient, NY. SCTM No.1000-27-2-2.3. 10:40 A.M.-ROWSOM,ANDREA FAGAN IRRV.TRUST#8050-Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory in-ground swimming pool and an"as built"accessory shed with an attached deck;at:1)both structures are located in an area other than the code required rear yard; located at:825 Munn Lane, Orient,NY. SCTM No.1000-17-2-7.1. 10:50 A.M.-JACLYN COSTANTINO AND ANDREW CHARRON#8052-Requestfor a Variance from Article III, Section 280-15 and the Building Inspector's May 27,2025 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool;1)located in other than the code permitted rear yard; located at:155 Manor Road,East Marion, NY. SCTM No.1000-38-4-5.1. 11:00 A.M.-MICHAEL LIEGEY/TOWN CREEK REAL ESTATE,INC.#8069-Request for a Variance from Article III,Section 280-15 and the Building Inspector's July 11,2025 Notice of Disapproval-based on an application for a permit to legalize an"as built"accessory swimming pool;at:1)located in other than the code permitted rear yard;located at 480 Ackerly Pond Lane,Southold,NY. SCTM No.1000-69-3-13. 1:00 P.M.-SEAN R.MCCOYD#8056-Requestfor Variances from Article III,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's June 27,2025 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling and an accessory garage;at: 1)dwelling is located less than the code required minimum front yard setback of 35 feet;2) accessory garage is located in other than the code permitted rear yard;located at:3360 Minnehaha Blvd. (Adj.to Corey Creek),Southold,NY. SCTM No.1000-87-3-66.4. 1:10 P.M.-ROBERT AND NANCY BERTORELLO-#8057-Request for Variances from Article III,Section 280- 15;and the Building Inspector's July 2,2025 Notice of Disapproval based on an application for a permitto construct an accessory garage and to legalize an existing shed;at:1)accessory garage is located in other than the code permitted rear yard;2)accessory shed is located in other than the code permitted rear yard; located at:1800 Country Club Drive,Cutchogue,NY. SCTM No.1000-109-3-2.18. 1:20 P.M.-ISAAC ISRAEL AND STEPHANIE ISRAEL#8051 -Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permit to demolish,by Southold Town definition,an existing single family dwelling and construct a new single family dwelling;at:1)less than the code required minimum rear yard setback of 50 feet;located at 300 Private Road#4,(Diachun Road) Laurel,NY. SCTM No. 1000-127-8-17.4. 1:30 P.M.-615 PIKE STREET, LLC-#8035SE-Request for a Special Exception pursuant to Article X,Section 280-45B(9)of the Southold Town Code,and the Building Inspectors May 7,2025 Notice of Disapproval,to construct a one story commercial building with four(4)retail/takeout units and basement storage;located at 615 Pike Street,Mattituck, NY.SCTM No.1000-140-2-21. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning ZBA Legal Notice November 6, 20251 Page 2 of 3 Board of Appeals(ZBA)\Board Actions\Pending. Link: littp://24.38.28.228/Web Lin k/B rowse.as px7 icl=935072&dbid=0&repo=TowtiOfSOuthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: October 16,2025 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 1 1 971-0959 ZBA Legal Notice November 6, 2025 Page 3 of 3 BOARD MEMBERS ��OF SOUT�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. cn Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, NOVEMBER 6, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, NOVEMBER 6, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:30 A.M. - HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC #8055 - Request for a Reversal of the Building Inspectors June 11, 2025 Notice of Disapproval, pursuant to Article III, Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio; at: 1) the proposed use in the accessory building is not a permitted accessory use; located at: 5305 Narrow River Road, Orient, NY. SCTM No. 1000-27-2-2.3. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfsouthold If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: October 16, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ®�®c,UF FQ11r . ®ljy Town Hall Annex, 54375 NYS Route 25 o �4 P.O.Box 1179 Southold,New York 11971-0959 ®41 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: October 6, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The November 6, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below%pi` ease�jsee nstructions req reed,to prepare for th`eRZBA�p'ublic l e n`g which ncludes: PLEASE`REDC +FUpIy;yx � 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property,line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than October 30, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by October 30,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by SPS`t'°ert`fiedM the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. r Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by October 20, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtommU.gov or elizabeth.sakarellos@town.southold.n�us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownnV.gov/DocumentCenter/View/11008/tentroII2025-1 IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf a,southoldtownny.gov;and' *.* PROMPTLY USPS MAIL** the-ORIGINALS to the Town of Southold, ZBA, P.O.Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant — 1 Laserfiche Instructions for Zoning Board of Appeals Records O 1 1 t� Q SOCIA MEDIA q;o2 ,rop 3n,1::-� Governmeti ervicies isidtT iosv Do L. MW vw; nu CoN • - 4 r:�O To Toil IN XY 71 e 8 � t .f NotrfyMe® Maps Ag e - OnlusePaymmts TownRernrds Forms - I Stgn up to rest re - Ertuintes tY PaS'Yotu'bills ..:WeblWOLtistuSc}te - Forms/Appbcadtms.,� �� nnrifi.•aiinncri....:..e..,.':_s..:..�.__,.__..�_ e.,n''....t..:.it. :.a......,.,__ ...-:_.�r».:...«.:,r__...�rinlin�m _.._....... ............�....._.....N.,.o...._.....�=.1 Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Web Link Mywebwk I Help, About Slgn(ht Home Browse Search TownofSouthold TownOfSouthold Name Page count .Templatenarne, -- - Town Clerk r Entry Properties ram. Town Historian Path Trustees I rownufSaArwld I_ Zoning 13oardaf.Appeals(Z13A) Creation date - 5/5/201d 11:52:41 AM 29 Entries Page 2 of 2 First « t i 2 Last modified 1;:<'2017 8:46:27 AM 2 Metadata No meradata assigned Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)"in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. s Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink v mgwebUnk Help .nbc SIgrC c Home Browse Search rolvn0fsoutheld>Zoning Board of appeals(ZBA) Zoning Board of Appeals Name page count Template name (ZBA) 'Alphabetical Index 2 Entry Properties Board Actions Laserfiche Search Guides Path lU4' 1 hleeung schedules Town0f5ou1hoonnlg Bndi u of Appeals lZBA) Minutes/Agendas/Legal NoticesrHeanngs Creation date pending 7/1012001 12:1 P16 PM t Reports Last modified 523/2017 11 07:14 AM L1 Special Event Permits _. - - __ r-7)Training Requirements ZBA offi cials 2 Metadata �_-r ZBA Policies NU Exceptions List Code 280-1 CC(3) 1 jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 189 �Bulk schedules s Agreements,ocedurc&Resuks A ents,Contracts d.Leases :omllreaNJpap�sm ar-Uses2; Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. '2a Most Visited I&Getting Started 'Q Southold,NY-Officia... ,NetZero-My NetZero... =Date Duration Calcula... TownOfSouthold-La... t Southold-Cor Laserfiche WebLink Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name - - - ;D 9025 MAIN ROAD LLC,CARDINALE Entry Properties --- - - - -- .. LI C&L REALTY-Withdrawn Path •�_I)EMCAP SD 1 LLC AR 4a •e- ' PECONIC RECYCLING TRUCK . X'' �1.r" :J in THE ENCLAVES Creation date 'J#7370-Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-Solutions East 1000-13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1000-59-5.8.3 --- - - --- -- - #7384SE-HNF Resorts.Mydon Resorts-Campground-1000-40-3-5 Metadata #7385 5E-Fried 1000-50-1-13.1 No metadata assigned 1n 07386 860 Bayview Drive-LLC 1000-37.-5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Comer-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128.-2-20 #7389 genic 1000-71-1-4 97406-Nappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http•//24 38 28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserfiche WebLink • al,Weounk i1elp•About sign Q,1 Home Browse search rownOfsouthold>Zoning Board of Appeals(ZBA)>Board Actions Board Actions Name Page count Template name - "1 1957-1979 R Entry Propertles in 1980-1999 Path ,-1)2000 ,.—OfsouthoiakZoning Board of APpeals(Z8A)1Buard Acli-5 ::'_1 2001 Creation date J 2002 7i 10/2001 1221:55 PM =l 2003 Last modified F�j 2004 3129/2017 11:36:07 AM 7 2005 Metadata _-1 2006 No meradatd assigned tM 2007 2003 -1 2009 &Results :'_7 2010 slth/Pap-smeareuses2l �M 2011 —1 2012 2013 201n 2015 `'7,2016 2017 l•;Pending nv.6ealddinemno"ith/Pap-smnaratlses2 n—r-t I Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". come en-w Sadreh T—GfSwu' 4d.coning 9oard or Aopeals;ZeAl Acdons 2017 2017 uam" ....twin 'Temp.'z2 C 5600 J67 B9aM Anions Errtry PropeNes d973 79 3oard arnonf Path Q—7 39 9oar0 AN9ns •aw-riJrtr.•ul^reh2tn�g aa.•d swrd+coars of appeals(ie:.)saOa;V ._ I l00 >c. 201r 7pog 6fi 9wrd Actions C—don date a 7m1 7s awm Actwns ...nn 9,•B'17 va '" SwrtlAmona ;,rov 7s Lit�dfiN 3oardAmans vzaz0n9__s�n+l e rota Iln a Tors 37 so,ra>mons rnetaaata awrd Atnom 7m6 i3 alV�x.au3u:rtvs[r'++,1 '�—7 ro amre croons �j 70t8 56 9Vard>cnars a ro39 se Sw.a A.mars S M20 50 amrd>Nons '22 'S 3mrd anions d 703; 333 S9ard A[nom �ro2G ne 3wrtl AcoonS a roes -la sore>mom L 76s6 73 aond.r:;ern 7p3, 39 aaara anions 6 l0'8 53 ooam acnona d:029 3 Soard Anions Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WehLink cawel A° . Home Browse Search Custonl¢e search Sort results hy: Relevance v Records Management Search 7016 Feld name Board Actions.83 page(s) Choose field ] Page count 83 Template name:Board Actions -Reset" Page 0...:Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Fisher... Page 4—19.2017 47016,Cashel SCTM No.1000-9-1-26 minimus approval to remo... Page 5...y 19,2017 47016,Cashel SCTM No.1000.9-1-26 GRANT,the variances as... Search remrs Page 9...COLIN&KRISTEN CASHEL SECTION 009 BLOC... Page 20...Thomas Ahlgren(Cashel),PO Box 342 Fishers Island,Ny... s Show more information... 97018 Beard Actions.56 page(s) Page count 56 Template name:Board Actions Page 48...930 kLi.COLIN CASHEL AND Variances under Article Id.5ection.ANN... Page 48...ance(s)KRISTEN CASHELA7016-Request proposed trellis located in other tha... s show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche Web Link Mywe6unk I Help:.Aheor J s;l Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Page count Template name. Notices/Hearings �--71957-1979 R Entry Properties —'19go-1999 �3 2000-2009 Path —,2010 Town0fSoutholcl.'_onm3 3oard of AppealS f1 2011 (ZBA)WinuteSAgencas/Lega1 zo12 NOtic-51Heanng5 Creation date :�j 2013 7/10/2001 2:51:40PN1 —3 2014 Last modified __,2015 12162016 215:-4IM �]2016 2 Metadata •-1 2017 No metaciata assigned Page'•of 1 11 Enb .u,.,.�...i..+..�.a ttw...W a.nrnc..,rxa a.e i�ssl��IS�4:gFn. ._n•ec Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. 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Home Browse Search To,mOfSouthold>Zoning Board of Appeals(ZSA)>Minutes/Agendaskegal Notices/Hearings%2017 2017 Name Pagecount Template name `ZBA-01/052017 7 Entry Properties G ZBA-07:05/2017 Agenda < Path v ZBA 0110512017 Hearing 40 1momotSwroidVoning Board of Appeals e„ZBA-01:052017 LN 3 (ZBA)\MinuteVAgendasiL.-t„ral ZBA-01/19/2017 2 NoticeV HearingS.2017 y,ZBA-01/19/2017 Agenda - Creation date 1 2/1 61201 h 2:15:11 PM ZBA-02/022017 7 Last modified ZBA-02/02/2017 Agenda 4 6/19/2017 4:53:59 PM ZBA-02/022017 Hearing 45 S Metadata -j ZaA 02/022017 LN 3 j ZBA-0 211 6/2 01 7 Agenda 3 No metadata assigned Z13A-02/16/20175penal 3 _edure&Results ZBA-0310212017 7 -Mhea11Npap-smu2Uses2 ZBA-03/02/2017 Agenda 4 ZBA-03/022017 Heanng 65 ZBA-03/0212017 LN 3 ZBA-03/1612017 Agenda 3 ZBA-031162017 Special 3 ZBA-WG6R017 5 d ZBA-011062017 Agenda 4 ,G Z2A-ON062017 Nearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpON//South01dtownny.gov/caIendar.aspx NAME : BOSTIC , HENRY & AMBRIEL #8055 S- CTM #: 1 000-27-2-2 . 3 ' 1'ARIANCE: NOT A PERMITTED USE VIEQUESTEN CONSTRUCT ACCESSORY GARAGE CONTAINING ARTIST STUDIO ATE : THURS. , NOV. 6, 2025- 1 0:30 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 J BOARD MEMBERS fV SO(/lyQ Southold Town Hall Leslie Kanes Weisman,Chairperson �O f0 53095 Main Road • P.O.Box 1179 Patricia Acamporat Southold,NY 11971-0959 Robert Lehnert,Jr. G Q Office Location: Nicholas Planamento '`Q y� Town Annex/First Floor Margaret Steinbugler r�OWN,N� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 13, 2025 Mr. Joseph Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: l Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8055 Owner/Applicant: Bostic, Henry & Ambriel Action Requested: REVERSAL OF NOD - construct an accessory garage containing an artist studio Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson A _ By: Encls. Site Plan/Survey: Thomas Hanrahan, HMA, Architect, last dated April 9, 2025 Appendix A - County Referral Form Appendix A-Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submission m for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Orient Local Case Number: 8055 District: 1000 Section: 27 Block: 2 Lot:2•3 Local Meeting Date: 11/6/2025 Application/Action Name: Bostic, Henry & Ambriel Public Hearing: Yes ONo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals FISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: ❑EAF Lead Agency DDraft Scope ❑Draft EIS Dinal EIS Dindings Brief description of application or proposed action: construct an accesso arage containing an artist studio Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.• • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision �SEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Use Variance Moratorium ❑Special Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes.Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Martin Finnegan, P.C. Applicant Address: P.O. Box 1452, Mattituck, NY 11952 BOARD MEMBERS ��f$o�r� Southold Town Hall Leslie Kanes Weisman,Chairperson �0� Of4 , 53095 Main Road • P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento • y4 Town Annex/First Floor Margaret Steinbugler Oly�� 54375 Main Road(at Youngs Avenue) u Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 13, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex =INGDB Southold,NY 11971Re: ZBA File Ref. No. # 8055 — Bostic, Henry & Ambriel Dear Sir or Madam: We have received an application to construct an accessory garage containing an artist studio. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code),and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman ChairpersonW)kta—l By: L U---�- Encl. Site Plan/Survey: Thomas Hanrahan, HMA, last dated April 9, 2025 Public Hearing Date: November 6, 2025 FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW By Hand August 8111, 2025 Received Ms. Leslie Kanes Weisman, Chairperson AUG 112025 Town of Southold Zoning Board of Appeals Zoning Board of Appeals 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 Re: Area Variance Application (Reversal of Notice of Disapproval) Owner: Henry H. Bostic III and Ambriel Floyd Bostic Premises: 5305 Narrow River Road, Orient, NY 11957 SCTM #1000-027.00-02.00-002.003 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced application, enclosed please find a check made payable to the Town of Southold in the amount of$1,000.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated June 11111, 2025. 2) Area Variance Application, including an attachment of explanation for reversing/overturning the Notice of Disapproval. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Trustees Non-Jurisdiction Letter dated 6/11/2024. 11) Certificates of Occupancy. 12) Assessor's Property Record Card. 13) ZBA Decisions #7777 and #7934. I 14) Current Deed. 15) Nine (9) photocopy sets of plans prepared by Thomas Hanrahan, HMA dated 6/3/2025, which include the survey/site plan prepared by Young Associates last revised 2/8/2024 approved by the Suffolk County Dept. of Health Services. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. cry tr ly your Received AUG 112025 art' Finnegan Zoning Board of Appeals MDF/ao Encl. BOARD MEMBERS so yo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1�179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: G Nicholas Planamento �p� Town Annex/First Floor ,c� Margaret Steinbugler C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 December 15, 2025 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 Re: ZBA—Applications #8055 Bostic, 5306 Narrow River Road, Orient,NY SCTM No. 1000-27-2-2.3 Dear Mr. Finnegan; Enclosed is a copy of the Zoning Board's December 4, 2025 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above referenced variance application. Sincerely, Kim E. Fuentes Board Assistant cc: Building Department 400 OstroM Avorvo,RI—h-d,Nen York 11901 W.65IMI-2303 Pox.651.T2T.01-4 admlrisuoonacn.?Ineer�ngcom * 61U7��.554tt�Q� HonaM PL Zza Lard Srtveyor N TM.mm C.Wolpert,ProPesslonal E alncar Dccgln E.Paoms,Pro/c»final En9lnccr /' `� Dmlel A Weaver,La-d Suveecr SITE DATA W AREA=6.7108 ACRES OR 292,524 50.FT. E501VISION-°SETTLER5 AT OYSTERPOND5"FILED IN THE OFFICE OF THE CLERK OF SU-FOLK COUNTY ON MAY e,I484 AS FILE NO.7129. SEE FLOOD INSURANCE RATE MAP PANEL No.56103000b5 H LAST DATED SEPT.25,20o9. POND 51HORE LINES LOOATED BY CONVENTIONAL SIIRV ,5 TEOHNIGGLMB AND FROM N'EW YORK 5TATE 615 A-�!AL PHOT05RAPHY 2013. q I ct ro l / yfi ri armed �� — 7 •eQ of pie / 1-(// rid q 'Tt RECEIVED I APR 25 202E ZONING BOAROOFAPPEALS � �% ( \\ 1s3, \ oBF Pc�Fs ap b� M( oL y SURVEYORS CERTIFICATION Ito 8 �{ i� /�� Xx8 ( �. C`��O \\ � • \\ \ aV - WE HEREBY CERTIFY TO HENRY H.DEISTIC,III THAT THIS -ss b, \ \ \ -.P L Ot 5 SURVEY WAS PREPARED IN ACCORDANCE 'T WH THE CODE OF ASSOOATION OFPRROPE ONN-LLAND�suR��YORK STATE ire 0 sbb°sb'ocE '_'��� eee/e,� < /\\h� \ \\\�` `�:._ %`-/ \ �1_ °q, OF A`f _--_—_--_— .. A'r 'rp. \ O �yis 9 \\ Rc \ \ PP POND n\_! 't,�h., F / aJ S\pk l✓%n 6 'IcV Fry /// fO a�. /, \\ >6S \ry��Jo---� \-� ��'U �, /P �' O�<. _ „O�•F�I�SOP yeQ p'ase / , saRq> .\\ \\\ � og HO RD K YOUN6. 5.L5 0.45893 o /,' �>6.04, -gyp>i� _/ � /� A'❑-' ( QH SURVEY FOR / Eeesoa �o S' ,n HENRY H. B057I0, III c re ?q7 PoAb O IY LOT 5,"SETTLERS AT OY5TERIDOND5" of Orlent,Town of Southold Suffolk Gcunty,New York DEER FENCE 3e�o 1 Q BUILDING PERMIT SURVEY County Tax Map -1-,1000.—27 emu 02 ", 2.5 ez, ` 5UR� // N FIELD 'JEY COMPLETED OCT.30.2023 _ '\ z HAP PREPAREV MAR 12.BGO 2024 '� /., Rrd Of RBVISIOnS \\ e'ta.�-q�Otq \��` .55' w � `' REVISION PATE was„ N81°02'00„W .�;' T \ 60 O 30 60 120 IBC �r fit✓\, 5cao,I"= 60' J05 NO.2022-0212 G.rwu!e,+r s=T ■-noralr" FouO 4•srNx se* ♦._T rou0 / eW6.201s_ene�o22_0212_tp_rence I of I SEE SEC.NO.618 l �k� MATCH .. -_. z ...- .... .... - LINE E �+ , � ham/ o� FOR PCL.NO. SEE SEC.NO. P O a. 018-06-014.9 7 \• 'a ,f \� A 2.1 A(c) N 0 8.8A(c) 5.7A ` TOWN OF t SOUTHOLD 2.2 e 2.OA S ,.w 5.1A s 5 ' �- • STATE OF YOR2� 9.2 2.3A 5.OA 5.OA 4 s F.D.25 y STATE OF �F,i W HA 2.1A 5 Ala,% \-\�-i (G) V NEWYORK STATE. b 4 5 ry i/� OF NW e.>� 2.10 3.4 , 11AA2.7 _ zt15 O 1.2A(c) 1.3A 3.2 / I x I ik1 2.3 1.3A 33 1.3A 3.4 �.y_`.�., - / 2.5 35 u, 1.7A 'A. , y ,✓�. 3.6 1.7A .ram' 3.13 t.1' .,- �1 3.14 MA 7.3 7 c, fi [: {'� 7.2 �" STATE OF NEW YORK - r �� ` ry TOWN OF H .•�' sDuTROtn. 4J f �` O au W 1 XI OYUULLAI�� 14, a 4aT \ t )WN OF SOUTHOLD5.2 f � _OA(c) k 4 9.2A(c) S STATE OF NEW YORK N NOTICE K + Iwo _ i+�°- DISTRIc NO. _ 1000 E MAINTENANCE.ALTERATION,SALE OR Y 'r(/ ' ozs +oao- TOWN OF SOUTHOLD W DISTRIBUTION ANY PORTION OF THE (/ SUFFOLK COUNTY TAX MAP IS PROHEITED A 1+azG 0zT o. WTIHOUT WRITTTN PBRIIMSIUN OF THE S. REAL PROPERTY TAX SERVICE AGENCY. F iooa + ' oo- VILLAGE OF n 1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 btips://www.southoldto.wnny.gov Dat APPLICATION FORSUIL®ING PERMIT VLL For Office Use Only .t. I PERMIT NO. Building Inspector: t t A P 20?5 �.=f Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an �uiTi DP�- E �x of Owner's Authorization form(Page 2)shall be completed. Tot-M o"ro VE.�b c �. el C��� rofd Date: April 9, 2025 OWNER(S)OF PROPERTY: Name: Henry Bostic, III SCTM#1000- 27-02-2.3 Project Address: No. 5306'Narrow River Road, Lot 3, Orient, NY 11957 Phone#: 917-340-0396 Email: Hawes.Bostic@magnitudecapital.com Mailing Address: No. 5303 Narrow River Road, Lot 3, Orient, NY 11957 CONTACT PERSON: Name: Hunter Kennedy Mailing Address: Kennedy Design Studio, 1437 King Street, Suite#5, Charleston, SC 29403 Phone#: 843-345-5454 Email: studiokennedy@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Thomas Hanrahan, HMA Mailing Address: 53 Wireless Road, Ea am ton 1937 Phone#: 646-784-1582 Email: thomash@hanrahanmeyers.com CONTRACTOR INFORMATION: Name: Tom Kraebel, Peconic Bay Contracting Company, License#H1-65211 .� Mailing Address: 1150 Peconic Bay Blvd., Laurel, NY 11948 Phone#: 516-398-8051 Email: peconicbaycontracting@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION IJNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: INOther Detached Garage $ $450,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes INNo 1 l PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residmece Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-200 this property? ❑Yes INNo IF YES,PROVIDE A COPY.'``'} ❑ Check Box After Reading: The owner/contractor/design.professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Thomas Hanrahan, Registered Architect MAuthorized Agent ❑Owner Signature of Applicant: Date: April 11,2025 STATE OF NEW YORK) SS: COUNTY OF 4 ) Thomas Hanrahan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file tholrewith. zslOx--WaJilap twigs Sworn before me this TARY PiTBLIG,$TI► .OF NEW PORK NO.OY1`Rfi365455 Qualified in Suffolk County 11 day of �143,p1�1 ,20�� r�zm Expires Jan.7,2027 Notary Public PROPERTY OWN UTHO ZATION (Where the a icant is not the owner) I� Henry Bostic, III residing at No. 5303 Narrow River Road, Lot 3, Orient,NY 11957 do hereby authorize Thomas Hanrahan, R.A. to apply on my half to t To n Southold Building Department for approval as described herein. Vie/2� Owes Sig atur ' Date Henry Bostic, III Print Owner's Name 2 ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD IEAST HAMPTON , NY 11937 INI COLLABORATION WITH: OWNERS HAWES & AMBRIEL BOSTIC INDEX A 0.0 SURVEY A 0.1 SEPTIC APPROVAL KIDS, LLC A 0.2 SEPTIC CONDITION 1437 KING STREET, #5 A 0.3 SITE PLAN CHARLESTON, SC 29403 A 1 .0 PROPOSED GROUND FLOOR PLAN A 1 .1 PROPOSED FIRST & SECOND FLOOR PLANS A 1 .2 PROPOSED ROOF PLAN A 2.1 FRONT ELEVATION A 2.2 SIDE ELEVATION A 2.3 REAR ELEVATION A 2.4 SIDE ELEVATION A 3.1 BUILDING SECTION-- GARAGE / UPPER STUDIO A 3.2 BUILDING SECTION-- GARAGE / UPPER STUDIO A 3.3 BUILDING SECTION-- STAIRHALL / PORCH A 3.4 BUILDING SECTION-- LOWER STUDIO / STUDIO LOFT / PORCH E 1 .1 FIRST & SECOND FLOOR ELECTRICAL PLANS S 0.1 GENERAL NOTES S 1 .0 FOUNDATION & FRAMING PLANS S 2.0 SECTION DETAILS S 2.1 ROOF FRAMING DETAILS S 2.2 ROOF FRAMING DETAILS S 2.3 FRAMING & SECTION DETAILS S 3.0 SCHEDULES & DETAILS I I L Tm TYTWI ED 4 a�5 GeaRGE • i z N BOSTIC G 5305 NARROW RIVER ROAD BosTlc GARAGE / STUDIO LOT' 3 , SETTLERS AT OYSTERPONDS ORIENT , NY 11957 TITLE PAGE NO SCALE PERNT REVFW SET 06 03 25 JUHE 3� 2025 T 1 , 0 i (1)uNMttMORMZEO KTERATIOI/OR ADDITMN TO TN(S SURVEY R A NOTATION of 3EOWON 7"OF THE NEW YORK STAY EOVCA•RON LA*!(2)DISTANCE'S SHOWN HEREON PROM PROPERTY UNES TO EXM 71W S'1TICTURES ARE TOR A VECIM PURPW AND ARE NOT TO BF VSTO TO ESTA&M PROPERTY LNLS ORf M FI2CMM DI MULN.(s)WUMS OF ME 31MWY MAP Hui BtANM IM LMO SURVEYOR'S NNEO SEAL OR EMBOSSED SEAL SHALL NOT BE ANSWERED 70 K A VALID MIX COPY.(4)CMWICAlRR1 OMALI A WIMOM SNNA.RAM ONLY 10 THE PERSON FOR*NON IME SURVEY IS PREPARED AND ON MS KHAIF TO VK TIRE COMPANY.ODYERNA NYK AGENCY AND LENDINO NSATUTHM USYED NOM A MOO TO 1K MUMS OF RIE LEND"N$11TU1*R{.CERIFMAI1OFT3 ARE NOT 1RAN2EWABIE TO AOOITIONAL NSIINOONS OR SUBSF.OUf'N1T OWNERS. (D)IHE LOCANLN OF YA'1L3(MA SEPTIC TANKS(ST)!CESSPOOLS(W)S11M KItEOI ARE FROMF'tE1D OBSERVATDIIS AMOR DATA OBTAINED t7MQl 0711'35. 400 Ostrander Avenue,Riverhead, New York li401 '�..� .0144 tet. 631admin®yovngenginele2 g.com Ir Howard W- Young, Land Surveyor rJ ` ineer Dougla E. AAdpams,Profeesionnaal Engineer t Daniel A. Weaver,Land Surveyor SITE DATA AREA +� 6.7'1105 ACRI�S OR 2Q2,324 SO. FT. 5UBDIVI51ON - NSETT'LERS AT OYSTERPOND5W FILED IN THE \ #:, OFFICE OF THE GLi;R< OF SUFFOLK COUNTY ON MAY 4, Idt84 J - A$ FILE NO. "R2�i. SEE FLOOD INSURANIGE RATE MAP PANEL. NO. 561o5GO065 H f \ LAST DATED S P f. 2B,200-1. POND SHORE LINEa LOCATED BY CONVENTIONAL 5URVEYING t. I STORY GARt tGE TEGHNIauI=5 AND FROi�( NEW YORK STATE GIS AERIAL PHOTD6RAPfiY 2013. J ?3 • DATUM a N6VD 1995 5 HIGH�5T EXPEG St \ * TED GROUNDWATER ELEVATION = 1.0 KltOER OF BEDRO(OM5 (DE516N EQUIVALENT) c 4 i 0 CSC MINIMUM RMOUiRED i/A OYVT5 CAPACITY = 440 SAL PROVIDED I/A OWTS CAPACITY a $00 6AL .. �' 0� $e qe ,� p �''q oJ• '� LEAC INS SYSTEM REaUiRED = 500 5F5WA ,J 0 �\� l S ph� / • LEACHING SYSTEM PROVIDED = 3D0 5F5WA l �q r / `` ... ..,. . . ,. pa woo u / "4? L7 O � � `� ��'� ,� •• r�``✓ EXISTING � STC)RY •. ... r O APPRAX.LOC.OF -"""•-" '`-,. n� r r f`RAME HOUSE - _ • r O SANITARY SYSTEMOf ��: ,.''" 9f `•• �+4r ,' ��' � � tr / v L,J/-dC c .erM"'^e"" -rn'� \ \ �I E°� • •1...� *("g1" � /[�,'h h :.C� - r ir, gCi3@ 1 i \ "� ""+9 a \°� •• \ gj�J4p� - 5UR Y ;Yf�.R.`5 CERTiMCATION le Itot 4 {11 ii 0 `\ o \\ �--o- !k. * WE HEREBY GERT1FY• TO HENRY H. 80STIC, III THAT THIS rQ # .$s,a. \\ \.\ L.Ot '�� 5URVE1 INAS PREPARIEO IN ACCORDANCE WITH THE GOT�E OF N& ` \ n Subdivision 9) i• PRACTICE FDR LAND 15IJRYEYS ADOPTED BY THE NMW YOR}C STATE t t 4 24 II i A550CIATION OF PROFESSIONAL LAND SURVEYORS. �' 0 ✓��,� •�/ � 4 j ,� \� \ - �-. I Settlers atN - a Oysterponds 5818 5 00 E `- r S` r \ . ` jb f pl��C j i\\ry4j \\`-� `21 '� + 'Po''� �► �1 L<i I+t, ... bhp \ POND 1 . 14 x �- s qc9 ys ` $ r ` ' \`+ \ ,; '° s78 i° L + $� \ `.1 7 VAT :�1l^ `-r•:,y_ :i YOUN(5, N. . . L.S. N . 458�t5 `8 i SURV'�Y FOP,�1V73b7.�7) 0 9 HEALTi-t L7E ',�+fi�.71��=NT USE r `'Y►s ca/yjs �s ;� --.'�6� -. `'` --.. l� -rtlMtAU3 / r�P4� �h , ,` ;_, ., �.... l N H. �30ST I C, I i I L, f m L.OT 3, "SETTL.ERS AT OY5TERPON75" 7 `�. SUFFOLK COUN-TY DEPARTMENT OF HEALTH SERVICES ,�f `- .,` �-.� !f t of Orllent, Town of Southold Suffolk County, Now York PERIVIT FORA PPROVAL OF CONSTRUCTION FOR / `�, •16'70 ` 4 � N ," ` 3a3a, ``` (� BUILDIINC PERMIT SURVEY co SI NGILE FAMILY RESIDENCE r; D ,� �, #) w 7.g� A !' County Tax Mop Diisteict 1000 section 27 Block 02 Lot 2.3 ACCESSORY GARAGE NO SLEEPING FlELO suRvFY GOMPl�TED vGT, so, 2023 ` " --- MAP PREPARED NOV. 15, 2025 zq* N. Record of Revisions �,, �r X ``► �'�E/ �, '�o�C -.,� , "m�r REV{510N DA'i'i Df" LT�_ .S. i SGDH�a NQIAI8. 20 2 24 1/30/2� _F. R-24-0172 ors /�/ -�. 3 "�''' ` D1 -9 FENCE 4 GATFS F)*B. 08. 2024 " 4t s ``"- o 1 rb ,/CyS ~'w 1` S>� JUN, 24, 2024 PP ROV►D '� o 5J �' nay �N81° `'�. z: 00 TOTAL AAXIMUM BEDROOI',�1S 4 t � 50,001 � � It ' f � �� 60 0 50 6D i2o [Do EXPIRES THREE YEARS FROM DATE OF APPROVAL " EE ATTACHED PECIAL CONDITION , � � � I ��� Scale. i" = bo, G RAD i N G PLAN NI DIO R P`LOT P LAl"�. . J05 NO. 2022-0212 C1=r+oNu 5ET ■ rtora".NT PauND 0•STAKi:�r �►.STAKE FOUND i DW6. 2015_OI 18 _2022!_0212_bp i Df 2 BOSTIC GARAGE SURVEY SCALE NOTED 03 06 25 A 0 . 0 TM EMSTING AW KM TO PROPEM LAND ALL OE CWMM TO VXCW CWTIFICAIM ('norontFu r#REd+Ks.i4�Ut+wa ro nK r Rao" Mrtiw 8f w+�^r 5 72011 fun aa�Ns eo+ mAi c JUTE uUrr.�t MM DISTANCE cr istEme . m,cif tfJl wsnmmi."aRmeA�nais• "�oi�mF�'xsc�veia ro t�waN sltti.n'�a+saON S�7Qurm c'�iWRM (s)THE UXA MAP IM OOF warms(M� TAW a CUsrro s(a>Smrmw ai'�i i dl r1`60 ae AIMS�ors DATAA WTA��At`FROM OMS. iI SWEET AIR VENT GAP 400 Ostrander Avenue, Riverhead;Now York IlgO! \ MF6 BY TUF-TITS 2 STORY 0 MIN FROM ANY tel. b31.'72 T 2303 fax. Pa31.T2 Y.d144 E EATTACHMENT (S) admtnc�yvungengineertng cam • \ FRAME HO)U5E DOOR OR WINDOWJ (5 BEDROOMS) 15! 5' 12~ NOTES FOR \ FFIZ=13.t56 " " 4 i'VG ® RISERS S COVERS 4 PRIG 0 r \ 2.009b MIN. WITH SAFETY LIDS i.d09b MIN. LOCKING I DOS MiN. ASANDOW ENT OF SANIITARY STRUCTURES \ �� LIMIT OF CLEARING,6RAbI1V6 g APPROVED EQUAL GA5TiN6 Howard W. Young, Land Surveyor 3ANDONMENT IrtAG_� �� &ROUND DISTURBANCE TO GRADE Thomas G. Wolpert,lar-ofasslonal Engineer RIM=10.0 Douglas I-. Adams, Professional Engineer EXI5TIN6 SYSTEtriS SHALL BE ABANDONW BY REMOVINb ALL �' r 1 RiM=10.0 Partial A. Weaver,Land 5vtveyor RESIDUAL 5EWAE'rE WASTES BY A LhCEN5ED WASTE HAULER, REMOVIN6 PROPOSED FRAME �L=112 . THE TOP OF THE STRUGTURE(5),BAC,KFILLIN6 WITH SUITABLE :SAND AND 7 41 F 1-2/2 STORY GARAGE �," I _ y PREGA AT GRAPE-L MATERIAL, AND PROPERLY' GOMPAGTIN6. o• p - AIR UNE---- ff-�O TOP SLAB ABANDONMENT EY 1 MOVAL i t a: �50 VENT IE=6�5 . EXISTING SYSTEMS MAY ALSO BE AtBANDOMM BY REMOVING ALL If" �7 b W HOLE IE=e�8 HEALTH DEPARTMENT USE E , RESIDUAL SEWAdiE WASTES BY A LICENSED HAULER, REMOViN6 THE o�3c'' ryg. ENTIRE STRU61WR=(5),BACKFILLING WITH SUITABLE SANG AND GRAVEL .25 P CONNECT 3`"PPG VENT LINE lE=6S0 MATERIAL, AND PROPERLY COMPACT TINE. �,i � ♦(� 921 ` TO VENT HOLE 11N OWST SEE DETAIL FOR S4 �, �,, ,s PROVfVE GLEAN OUT AT dWT5 COMPONENTS 4' ; Abandonment (of the existing sanitary system must be in w � Af3AND0NMENT OF 5EWEf2 PIPING 8. t` FAG:E OF EWILDING iE=4.b2 h h �� BOT=2.1 row conformances with the Department's requirements. THE ASSOGIATEL) SEWER PIPING 5H/ALL Be GUT' AND GAPPED AS A Q Q it. / C CONCRETE 8'--�-- ' + ', �a o ,AIR LINE TO BLOWER ? Submit corn leted form WWM-080 as MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED Q� �, � Qp T od �7/ �, INVERT � 2E p proof FOR FURTHER, ABANDONMENT REOU11REMENTS, iF FUTURE CONSTRUCTION � �� O�40+ rL' � � 500 GAL. I/A OWTS �• 15 CONTEMPLATED IN THE AREA OF THE ABANDONED 5M=TIG SYSTEM, QO� Q� 9.47 . 4 s- MDL. CEN-5 MF6. ISY FUJIGLEAN USA 4' PIA DISTRIBUTION-.�ti• `� HIGHEST EXPECTED GW EL*I.O + PROVIDE END GAP LEVELING DEVICE SANITARY L1_AGHI FIELD Design CERTIFICATION FMQUIRED ` s 53 '�ir(r , z �'IY03�:AtU1.I�i PROFILE MDL#SL-4 MF5 BY TUtl-T1T1 ©R Professional's Certification Required. THE ABANDONMENT OF EXISTINS SE!V4AGE DISPOSAL SYSTEMS,EITFER o TOTAL OP (6) OOLS ` APPROVED t`OUAL FOR ALL A Submit P.E.or R.A.Certification For IN-PLAG'=, OR BY' REMOVAL MUST B31= CERTIFIED BY EITHI=R A i ay:_. � DIST'RIBUTION BOX OUTLIrT PIPES 500 5F5 LICENSED DES16N PROFESSIONAL OR LiGENSM CONTRACTOR AS Ali j `� o' en S3. iN qe' The Installation and Construction of the Sewage Disposal System iNDICATED BY THE DEPARTMENT OhV THE PERMIT TO CONSTRUCT. FOR .�U 7J'g .,2 II ,,� l; p Y PROJEGT5 5ERVM BY MUNICIPAL E5EWER DISTRICTS, THE �/ << `('" ""� a Use Form WWM-073 APPROPRIATE I,UNIGIPAL A6ENCY 1WITH JURISDICTION (SHOULD ALSO • Loeb (V i�A � U .J BE CONTACTED. �/� / 10'+ la �1S ^4I. FUJICLEAN CEN SERIES , /t�/ �O + MODELS AS PREVIOUSLY * Toward Clean Water... /� 0.8 \ t ,O,g3A� n \.D, � APPROVEAFORUSEBYSCDHS ;~,• WELL AND LATERAL MUST BE � °AO� fi 1 mo2 "1t' \ ° +6.30 TEST HOLE 1' ♦ §o // S :�_ ALL MATERIALS SCHEDULE 40 PVC(T P) � SHOWN ON FINAL SURVEY FROM FILED MAP Q'J� At1.1 T,.62 • y�0.82 I 1 -.. CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCCSs TO THE R�` , - -mod 8 CI IEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) AijAPTER&PLUG(TYP). 0.0' .I ")`�� 1 s +B} I +10.70 I ,p� MUST INSTAILLCLEJWOUT :r Wr,"er lines m,,!"t be inspectp b�the yur Q�0 O� \�?) 0 1T.44 5 15* y'���: 3 TO GRADE IN TOP SOIL , a. $F !� `� t? 1 I u7P t 4.87' P Q'U ,0t $6� ZT } �r'� 1 / / �Q\4✓ CGORDANCEWITH 4.53 S[tf�Q'rI(CQIJn Dept. O�H@'�'It�t 5^FMIC@S. ' ," J &tDHS STANDARDS(SEE g " 'C 0 C�II (631)852-5754,48 hours in LO' 0 /� INSTAl1 ATiOIN GUIDANCE .p 1o.0t �' �b -r- NOTiE 7), TOP VIEW WrIH rdV2nce�, to schedule inspection(s). SANbY LOAM f P Q t,.t(5 � �.� �U$'dj +t,.94 / / DIMENSIONS(TYP) i +4.98 TOP VIEW Wep) Y.'J' �✓ +� t /1! 11.24 ,,h4/ Q j 'Y 4 9A7 / / , 624" ENGINEER'S CERTIFICATION SAND d GRAVEL (}I� h0�1 NN. ` 1� D , O 1 D., j � ice,�p +9.02 / / OUTLET SOLVENT WELDED TO�� a ? i HEREBY GI=RTIFY THAT THE WATER 5UPPLY(5) AND/0R.SEWAGE `" '-` ` e tDR 35 PVC RISER r t j` , 4"LONG STUB OF 4"SCHEDULE � 4A' e�: '� + 7s ' t �,� / // PIPING EXTENDED DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME ��, `� '�} Q S .. i EXISTING ANTTARY STRUCTURES TO 4o PIPE CONNECTED TO FUJI UPTO GRADE OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH ��q�. l.��+ STUDY OF THE SOIL, SITE AND 6RC�IJNDWAT>=R CO HI'6HI«ST EXPECT t?r / y, ..+" �O \ .''.'�Y , BE REMO D IN ACCORDANCE WITH CLEAN CEN UNiT(TYP) LEh 1 H VARIIES OW) GENEIsd"U�• NOTES , )aourTariraTEa t.a } d +4,4$ ~ < ? ' .. 1 .2 �R' SCDHS ANDARDS _ FACILITIES, AS PROPOSED, CONFORM TO THE tC co `� +s.27 '; (p G() �" / 4:42 90 DCGRE[LATGRAt ,. INLET VIEW(TYP) I. THIS oyvT ,SiHALL ec- MODEL GEN-S MANUFACTURED 13Y DEPARTMENT OF IHEALTH SERVICES CONS ii 1;l A>`t AAID�t�k) ♦ ~ +r 3 INLET PORT EFFECT AS OF THIS DATE. FUJIGLEAN USA, i= t'b PROPOSED SANITARY SYSTEM ADAPTER ALL � � x `� :> �. -y �---- --�• .w,, PORTS ARE 2. THE D£91CN ENGINEER, FIJJIGLEAN USA r '�"tU 4,37+ ` +r' � �- 4"OPENINGS t,.. ,.. ;"". � +4,37 (TYp) ----^7`- 1�1'Rl`51:NTA'i'iVi�, AND SGDN�a REPh'.ESENTATfVES SHALL (3 �(/� ! 0 t8i SIDE VIEW WITH DBSIwRVE THE INSTALLATION OF THE oKm AND ` `v. .» 4.XM N CLEARING+,GRADIMC� ... . _: . , _w _ [ ___ TO BAGKFLL. �: r . zs DIMENSIONS(fYP} LEAGHIN6 5YV -M, APPROVAL PROM ALL THREE PRIOR 1'k \'. .+n,..:w... �; ! ♦ (v t / �It 6R(7UNb DISTURBANCE . HOWARD W. YOUN6,N.Y.5. L.5.NO, 458ei5n :a �,; "::,/- },. + • 3.05 ;;~ r 3. TH1^ SYSTEM START UP WILL BE GDMf°LETED UM71=iZ THE �MAS 6. WDLPERT,N.Y.S. P.E. No. 61469 �, b ti:: k> tJ rL;'- " .: X,. ''r `<' /} er ' _ r r ) D LA5 E. ADAMS N.Y.B. P.E. No. 5oaq'I V , �A �• (TYP) DIRECT 9uaERV151dN OF A f'UJIGLEAN USA G�JG ' ..•». •-..,.> �� ,{�", ,' ` 'F • .." .r . a r ::r•� - - •..e - _ SIDE VIEW _ ., •. 4, �;+_.•.. ,� 4sr REt'RE�a)wN'P.A"T`IV'E. cop/ / / , EXTRAtMA 7 CAPPED MA - 4. AN EXETE>� t�l�l'�,a,'f ION AND MAINTENANCE �4,�� 1•SCHEVULL4 s CONTRACtt:OMWEEN THE MAINTENANCE PROVIDER AND SURVEYORS CERTIFICATION ' A• ADAPILR&PLUM PROPERTY; tb'P C i 5fl1SMITTEI7 TO THE SUi-FOLK OR CAP(TYP) t _. t� COUNTY t 'tr RTMENT of HEALTH SERVICES(5GDH5) PIJICLI_AN INLET AflAPTM qO PRIOR TO APPROVAL OF THE i/A OWT'a RE615TRATION * YVE HEFMOY CMTlr-Y TO H E N RY H. B D STI C, I i I THAT THIS 4.st I 1 - BY THE SCOH5 IN AGGORDANGI= WITH ARTICLE IQ OF THE '�/ � SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE Di= SUFFOLK ddOUNTY SANITARY CODE. PRACTICE FOR LAIND 5URY1=Y5 ADOPTED BY THE N1=W PORK STATE 82 5.92 + �/ OUTLET SOLVENT WELDED TO 4" t ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. LONG STUB OF 4'SCHEDULE 40 3.56 � PIPE CONNECTED TO FUJI + +3.49 CLEAN CEN UNIT(rYP) A20 "4 < j ' «' -1r2' SCUM BAFFLE PIPE B CHAMBER Volume(gal) a.5s � / _ to i SedithentationChamber 277 ,\ ids , ?, 31 - _ Anaerobic Filtration Chamber 278 � C 7 -0a Aerobic Contact Filtration L'hamber 127 } f 'L! o �e AIR LIFT PUMP Disinfection Chatnber 4 m i ECIRCULATIDtI Strnage Chamber 63 • 30 + �' ISINFECTION Total Volume 749 CYLINDER (OPTIONAL) j�, r t `' 3.3, LATERAL 31NLET PORT »` ADAPTER ALL PORTS 4' )NLET P OUTLET PIPE ^" ' 2D , \ ARE4.OPENiNGS SPECIFICATIONS , ter" ;, A Anaerobic Media PP 1 PE Filling Rate 329�o Hpy lgRp yy,YpUN6, '4,�11, :: N. . L.S. N . 458�fi3 4 Board T Aerobic Media PVC/PP/PB Filling Rate 16% \ 4 29 Aerobic Media PP/PE Filling Rate 57% Q \ .74 r'; 1 AIR LIFT PUMP dower 2.8 cfm FFLt)ENt Tank FRP hODEL EAS CEN SERIES _� SURLY FOR MODELS AS PREVIOUSLY INLET GAFF (� Piping PVC I PP/PE PLOT I' PLAN APPROVED FOR USE BY SQ104S �* © -� Access Cbvers Plastic I Cast iron .m cum (Optional)_ ` f•�••f SCALE. I" = 30' `- Disinf(xtantChlorine Tablets I I NOTE: ALL GONDUIT� BETHM PANEL AND INSTALLATION 6UIDANCE MUJIGLEM 5GI .E 40 RECIRCULATION PIPE tlW BAFFLE J iZ' AIR INTAKEH�NV✓ H. i.rrO5TlC, I TREATMENT TANK MU5T BE SEALED TO PREVENT G q0-DEbf ITT A?7APTE� ? FLOW OPENING <TYP, (CLEANING OPENINGS ! 1 r9A5 LEAKA6E INTO PANEL. ' PLAN 1.The Fuijr-fean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard A"I.rl11`1 VIEW i FOR WiFI COMMUNICATION DEVICE; nchedule40fllings. 4' MANHOLE LOT 5, "SETTLERS AT OY5TERPOND5" U5M ALARM/CONTROL PANEL MDL#1045040 2.The top of the hit adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out, IS' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTILIN 1 `w CONTROLLER "0"MF6 BY SJE RHOMBUS� i CYLINDER (OPT Al_) •j 3.Any unused entry ports on the Fu)1Clean Inlet adapter strati be capped with a 4•schedule 40 adapter&plug,or a Schedwis 40 sllp LOW OPENING At: Or le f't�, Tot t7 i O U� O NMETER ALARM/CO(y�OL cap that is solvent welted to a short stub of pipe inserted and solvent welded into the adapter pat Suffolk County, New `I�Ork INCOMING SERVICE PME-1 MDL#10419'y2 1'-D ' a 4.The lateral entry adapter shaft be secured to the Fupetean unit using a 4"long stub of 4"schedule 40 pipe that Is solvent t welded i'-2' OARD TYPE p G /� CORTROI-LER "A" into the adapter outlet end and FujiCdean drlet so that the adapter fits flush on the FullCtean unit CONTACT MEDIA BUILD(NC, PERMIT 5UR Y EY N MFCZ.BY SJE RHOMBUS r t; C DEDICATED f S.The Installer shah ensure that the"beneath the adapter is backfined and compacted s4dently to support the.bottom+of - 15 AMP BREAKER CDNTR.OL PANEL MOUNTED the adapter and prevent any settling or strain on the adapter or FuXlean untL County Tax MOP District I000 Section 27 Block 02 Lot 2.5 0 Ni Wx4" PRESSURE 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. `- TREATED WOOD POSTS 1.20V AC, 10,60HZ, 11�a' AMP POWER SUPPLY - 7.Must install a clestiout to grade lo accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTIrfON FOR � � FIELD SURVEY COMPLETED OCT. 50, 2023 0012-2 AW6 WITH 6NID IN i" PVC, CONDUIT r SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES'and the"STANDARDS FOR ADMOVAL T MAP PREPARED NOV. 15, 2029 MAIN i OF PLANS AND CONSTRUCTiON FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESiDENCr-B." g'`5' (� 5'-5" t ECIRCULATION ASSEMBLY Record of Revlslons SERVICE t I N�..r•ULATED a,The fo0owktg are instructions on how to make a solvent well for attaching piping to the FujiClean lateral entry adaptsr. 41-4 ' 4'-3 ' 4•-2 ' ' YISiON DATE PANEL ELEC. CONDUIT WEATHER OW1TS WIRING PER MFG. BLOWER 15TANT 1.Square pipe ends,chamfer and remove aft dirt ); DEER FENCE 4 C�A"['ES ._ FEB, 08, 2024 4M ! BLOWER 2.Check dry tit of pipe and fltdng.Pipe statalo easily go 1(J of the way into the fitting.ff pipe bottoms, should be smug. I" 5GDH5 NOIA#1 FEB. 20, 2024 HARDWIRE ; T' l ENCLOSURE 3.Use a suitable applicator at least%the sire of the pipe diameter.For larga+'size pipe systems,use a netuml Q l NY5D1=G SUN, 24, 2024 bristle brush or coffer. EROBIC MEDIA FIN. GRADE 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleareroniy!)i S.Apply liberal teat of oemerl to pipe to the depth of the socket leave no uncoated surface. ELECTRIC, SUPPLY 6.Apply a thin coat of cement to the inside of the iftfing:avoid puddling of cement I puddling can cause weakening and premature Iafhure of pipe or fittng.Apply a second coat of cement to the pbtpe. ERATIDN ASSEMBLY _ TO BLOWER 7.Assemble parts QUICKLY.Cement must be fluid.N cement surface has dried,recoe both parts. ' g GROUND 5�E RHOMBUS N1AC100R FUJIGLEAN TO FUJIGL>=AN 8.Push pipe FULLY into fining using a'/,turning motion unfit pipe bottoms. SECTION A-A VIEW SECTION B-B VIEW S 9.Hold pipe and fitting together for 30 seconds to prevent pipe pustrout-longer at low temperatures.Wipe o f exceess. CONTROL AIR BLOWER AERATOR OWTS 5POCE BOX m AIR LINE TO 10.Allow 15 minutes for good handing strength and 2 tours cure time at temperatures above fi0 degrees ; PANEL LEGTtZIGAL SUPPLY FUJiGLEAN OWTS Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 6C0 degrees �.'Ga i e: 51'f0}�N : Fahrenheit or with pipe above 3 inches.DO NOT TEST WiTH AiR. ELEGTRIC�A�.. ONE-LINE DIAGRAM CONTROL PANEL. SL©1NER NOTE:The setuprcure time Is dependent on several factm..The pipe size,socket fit,ambient temperature, IAA OINTS 1- OL. CEN-5 I'll &. BY 1 U JICLEAN USA J05 NO. 2022-02112 relative humidity,solvent cement used and the system operating pressure should all be considered when determirinng set up(care times. � NTS DWG. 2015_0118 2�022_0212 by 2 OF 2 BOSTIC GARAGE SEPTIC APPROVAL SCALE NOTED 03 06 25 A 0 . 1 AFl011ITEOT OF' Rr C 0RD; THOMAS HANRAHA,NI HUA CAST 1 AMPTON, MY 1 1137 i I:i1.. LLC S T 1t•r Ur. r 5 k i Y{� i d ate; Firms Sf�Rk tt F IR-24tt 72 .3 �L'���"��f�•.� ft�FfHx'Lail.IfilLfrOl� �'RO,t'E�T E DWA R D P,1110`P A I KI AA i t6od tim 0 in s! m tt•!t'irCL 1 mil I be[ 14 0 to t '.rgl !j."fOt+:to^TT V I u1rol ce-t y it'd vst rer*t e,ew441 rpi Iem to&Vtr tWc4y t t—n- Fcm t te'�� ' IK 4 w Imitrwlk%ns FEr C",4wW V Fmtaa°lttpHh Petrartml-,t AysVn;wml Of Cmwh-mled 11m)"for$brim dimity 1p t1dm[fi"!(Fmm V%VM-04 ) t P.Ri4Tr1 ml Of WATH#Ed•lh*tfI Z,4F'S'#44 H.1`160TT,FVID,VPI# czowr-lu mptcT10NS p to Ln4t 0— F,}t r,iertf*-% taf,1 ta6'611.1?.52 57SA 0 req,F%Vl on irnW-t',,-n bVA CO prn,we buiareLsi tiay p(ke is ft req.mkad lins<pectian day. PERMIT CON DIT]ONE f v . ttftaftlf",�, F ssirr►r�l*Ay ftp, by IC'ort "4*r'n*wff W Part O'ft Witf•Itr ►0fthe5 eCCe4i0ry bttMnQi1� it t"Ih rift P rf 0 ft•^ wO172 SCTkt 4 Xff.J2Ft.:0'tFr- 2 �i.I 1ptesvy,v 0 s1'`.lr,"- Vey"rwto I t-y Ve-1*' trrt ddl rail r arl co fflo� eM.Ifa 1t vt*m it�!rj b 4 ft t"*, lk WIW. i4OM,ifw4N d 4POW, V KO Trr V Wf4tf V%.6?1*71*1 Fi to 14,ps0ft e?1i°t A&SLi;tE Plan 4E hs .om Fuem tiR'16%1.1,041) $ Tit tr "t the4kl t1k$mt f°•fN[x 1!3cos et KTNIW. hAh m.mr�'t-w�°,C 'F.�d on r-f"werr"M t el" n i# g.. 11�., �+ 77 F f.• rree.r.A� .tY�i Fwolh�!.�ds�ai ¢�h"9 4K WWI IMF". '7'r :.?n REA k�-9'�L nG�r a?� ;lar+d[r+�a K-r•A pprb'tl 0 C,;Pt�t:r.^1!s5 i"an in n Ie-tri4� 1 �;,'�;'i d,i^r"+saI spv". Insta k l,C"tom Yi%%%!,D7.5) PtIn1 W-4 GUr'+1111!{jtrte7 t' f 3 r,4ipr.mvf$Wtwm"1-tr'!'atgu derr•ttip 6+ Lw-,i cl(wagon"p-*-,en"rav vi t,IFah 6ppf a,-1&t rm ti Gee svty-Dm t#:"t I#,, k ittl d Ei',"wo&rtffA ` rNi pmyif sw 0,tie}V j w re - Tt*I "I c-Twet 1"(a;'Sr."� 1 0.-ttl rt; -ro ..date Axy rrrrxr*,w..rr,10 ow ee,, r ri x 6�* smAo"3 m of m reoi^j ran v-4 o4ltsw 4 ff—re sv V. vl ter en{rrtrevf P'R*ib t*4r Aw N31r" Ams e m It* Ff-Frorr od by the d" rT-ate M IN t6ft C4"" [tsptft*.*tit*ra4srt4ufly*r 6 frh!bfi CIA ef'ud*2 ton1vto-'tij°"ofthf M Im'n t n frx;g 4 5 O^d"w"OP c?Ift OperlWs•IQ R4a'nit-63ntc corI-ToCt rDl-. 0. 1 A U19 ftmft r4y N ,vo-rff TVA.1r C,,,%—pIc!M _exo I Ftep d^vr®n'VA 0%VT°S IFtrtm ViNY44-314) Eettad.or TraWty on Erm"P®rrmil Per Sirr"ap 1'pn°�r Pepa.brimmm.IrwmYfSih*%,l0tl. i Calm PW&11-.Olt1."i C'.M,%e s�F tidm '���,'! V-%C T L it dRl."f*O eT&.[Pr,,`ftmp ntot-:'!-f lh 14%*+A vi impe-.._"'dt100 Ls*d*-*;*d 5,�.5 NO w4dW!lPd!ef 14"It JP "$3 "7.-,-g 1 p irn cf er&A -- *M dlpm]M 5-trM 1•yittm t 4a t AM t .ft,ed d'"bi M 04"# -can t*#. by cam.-g". ,1e fru t]ti - iTSA v G`jtsa", the ABC.PonW in L��*'I+1?mm pa,Dd t1:;L`'3{�"rrr�.L�E,.OtU":O J 1�� ����s,tr.Q F V 1114 Md tw*:•t�+#s°�" t+1 �d�'!a,sr�-+�ft��':�ri°r�"�`=�'�.t � �tt� p+'drti�e++'' Cz�eer�rti6ti Ir4pfft%orm ertstlt tit to ! r"rad tystRt IC1 I'7� 5 -#�fi t5 far!ivt�[n i1:5 la.ra i 3! :51�i nti�tFri�trt'attsldd Sri C' Ir.a tsar AAw-sv vil no „wSormt InAri*,q MAnfti#i,' 1 frw.0 tq awhe"v Lctv#,"aP, t-ri tame to011°mot t7 @°., v" 17r ua•" NOF.ftkw—: ,Ona+►�� u�;.r6��_��1' I`" tr�+iM t �f"a��1��fi!e+t {1d,■ ����-r�S x FI-f oIfe Wil f3�a4e1!rl tt L slrarl rfl a rrs[s�I�4dtrla tre ntrr ►ifk°r► i,it d�f? i Ifitatin?wldh m Qr a,Jr ftm en,Oil aws;*etnlpfttl 6rwr5ltt auporlytItffm �cRED AR�y G�ORG F �j CO Ji 017850 ,1pQ FOF N BOST IC Gf.RAGIE SEPTIC APPROVdt+1.. NO 04 02 '25 k 0,2 +y " \ \ ARCHITECT OF RECORD: FLOOD ZONE X oPQ \ 5345 NARROW RIVER ROAD NEW 1.5 STORY GARAGE \� o \ LOT3,SETTLERS AT QYSTERFONDS AT ORIENT �a2'-11"X 25'-4"OVERALL) o ,� TOWN OF SOUTHOLD,NY T H O M A S H A N R A H A N , H M A WELL\ 292,324 SF/6.71 ACRE LOT 53 WIRELESS ROAD •��� �P \\ S ' 0" 2N'> o \1 SUFFOLK COUNTY TAX MAP: 1000-27-02-2.3 EAST H A M P T O N , NY 1 1 9 3 7 �o �T6 .�,\ ��; ► FLOOD ZONE: X ZONE U' N / NEW PORCH TO TIE INTO_EXISTING POOL TERRACE DRIVEWAY TO GARAGE g9gqc'f '`� `' IN EXISTING 40X19'POOL WITH S_LATE_POOL TER RACE EXISTING HEATED LOT COVERAGE: 1457 SF (.005%) EXISTING RETAINING WALL ,' c PROPOSED HEATED LOT COVERAGE: 2544 SF (.009%) IN COLLABORATION WITH: EXISTING CONCRETE RETAINING WALL EXISTING IMPERVIOUS COVERAGE: 4521 SF (.015%) EXISTING TWO STORY HOUSE ��' MAIN HOUSE: 1457 SF ` , / �\ EXISTING POOL EQUIPMENT PORCHES: 822 SF UTILITY SHEDS: 200 SF ,� '►,O/��� P�� O �� EXISTING STONE DRIVEWAY S •h 8p„s, EXISTING WOOD&WIRE FENCE POOL TERRACE: 2024 SF 0lo 00 \ z'�� ti�°o� _------ r°" p �� \ PROPOSED IMPERVIOUS COVERAGE: 5846 SF ( 020% c�0 GEC. "9' 1 A •\ ) KOS, LLC IGP��J 1 0 9'' / •\ NEW GARAGE: 1325 SF 1437 KING STREET, #5 `\ CHARLESTON, SC 29403 I TOE IN, / r loxiol ELECTRIC SHEDS i0xiol LINE OF WETLANDS AS FLAGGED BY / ,0* METER -FRAME `r RONALD W.ABRAMS OF SHED \ DRU ASSOCIATES, INC. co m.00 AO 21 3S / o 20 ` 170, 19 \r \\ r�i \, �\ 3 118 `\ Q O 1 Iu `��,5 f�O, \\\ OOP%il_\•\ \\\ 3 2 23 ,\ \ i 2 / cu o rt 1 S, �\ -lam •\ �\ •\ �g 1 N0 17 \ \9' / � 24 ,\ I ¢ U I \\� 3 25 ,\ / Q I •\ \ h / 3 •\ \ -\ Al 3 \ 2 2 O's//� s4�' �0� \\ POND 1 ,\ •\ 53 ►, v 40 / S \ ss' 3 10E fps q� 3 cb OA-'lam -- 4ct / \ 5 6 2 \ / / \\ 7 8 N73072,/ / 563 a �Z / N r R, / i N / �10\ �\ y9 � � \ i � N Q 92/ / �•� POND O cc ccLu Ngjo I o EaED 4RC CO cc C2 O Cq i �� AF(F � �_ _ �' �y 417850 ,oOF ZONF \ R, ` �-�.`. UTILITY p"�6 \ SSOi WITH POL RE \\ . _� BOSTIC GARAGE N$1o02►O \� , SITE PLAN a I 0#,W �\ 1 = 40 50 00/ , 04 09 25 / A 0.3 el / i ARCHITECT OF RECORD: 42'-7" 7'-3" 9'-9" 8'-9 1/2" 9'-3 1/2" T-6" 1 8'-0"X 7'-6" 1 ' "X 2 F ENCH " T H O M A S H A N R A H A N , H M A 8'-0"X T-6" 1-6 OVERHEAD O OVERHEAD O 4'-0" O OUTSWING 53 WIRELESS ROAD EAST HAMPTON , NY 11937 I INSTALL SEALED EXTERIOR DOOR _ FOR ENERGY TESTING 3'-0"X 3'-0"X CV 7'-6" T-6" 'v (EXT.) _ 1 I I I - 1 I I 1 I O O 3'-0"X UP T � 6-0" IN COLLABORATION WITH: — I 1 1 I 1 I 1 I 1 r ------------------ I ----------------- 1 1 I Q 1 I I LOWER STUDIO GARAGE I GARAGE I w C° 14'-0"X 24'-0" N ' BAY ONE ' ' BAY TWO ' r °D 11'-6"X 24'-0" I 11'-6"X 18'-6" > KIDS, LLC w 1437 KING STREET, #5 i I I I = CHARLESTON SC 29403 I 8'-6"CEILING I 8'-6"CEILING I ------ ---------------- ' LL 3'-0"X 5'-O" ,' ; ; I START 8'-8"CEILING �� 5 0�X o 1 ST FLOOR PLAN t I I 1 1 I-— O N O , I 1 , I OPTION: BUILT-IN w STORAGE I i I i UNDER STAIRS I I I Iw 1 I 1 1 I 1 1 1 I (A - 1 1 I 1 1 I cV I I 1 I r - ------ 13-11 -------J I -------6-0 ---- J 4-1 I 4-0 1/2 14-61/2 I N I CV T O 3'-0"X 5'-7 11/2" � 3'-0"X ' T-6" - � 5'-0' WORK I i OUTDOOR , HALF-BATH BENCH I ' STORAGE 2-6"X 5'-1'"X 5'-0" ` T-6"X 5'-0" 7-6 ' 8'-6"CEILING 5 N d --------------------------------- -- N , I 0 1 1;i 2-6"X BENCH O T--0"X 0 T-6"X Og 7,-0"X 4'-0" 7'-6" FIXED v COVERED PORCH 26'-2"X 8'-0" CV 5'-3" 14'-8" 11'-4" 5'-4" 6'-0" zo r 7'5"X 3'-1 1" X8"COLUMNS v OUTDOOR SHOWER � II II 8'-2" 7'-5" 4" 12'-9" 12'-9" 410" 42'-7" 42'-7" 2'-8" 4'-7" 4'-7" 18'-8" 4'-7" 4'-7" 2'-11" F OF OF (3)2'-6"X T-0" I 2'-6"X T-0" I -£I OUTSWING I FIXED I CASEMENT I I I I I I I I I I CV I i 5'8"KNEEWALL N I I I I cl) I OPEN TO 2ND FLOOR PLAN L-------------- ----- ____J LOWER L____ j STUDIO w • 2'-6�X UPPER STUDIO e 3'-O"X o 2'-6"X 4'-6 = 18'-0"X 15'-11" 6'-8" G r 8'-0"CEILING '- G STUDIO LOFT 14'-0"X 9'-11" WINDOW SCHEDULE 19'-0" 9'-01/2" 14'-6112" _ ¢ NO. SIZE STYLE KIND kORGEA,yL'y _ A. 4 3'-0"X 5'-0" 1 LITE OUTSWING CASEMENT �w g ----I r------------ DN = ------------------ B. 1 T-0"X 7'-6" 1 LITE FIXED I N — 2'-8"X START OF FULL HEIGHT CEILING _ > N i 5'-8"KNEEWALL th 6'-8" 5'8"KNEEWALL C. 1 1'-6"X 4'-0" 1 LITE OUTSWING CASEMENT 2 N D. 1 2'-6"X 4'-0" 1 LITE OUTSWING CASEMENT top STAIR HALL, j. D1785� �Q� E. 9 2'-6"X 3'-0" 1 LITE OUTSWING CASEMENT 8'-6"X 13'-8"' F. 3 2'-6"X T-0" 1 LITE FIXED 2X6"FRAMING THROUGHOUT-/ EXCEPT AT DORMERS co OUTSWINGO" OUTSWINGO" G. 2 2'-6"X 4'-6" 1 LITE OUTSWING CASEMENT v CASEMENT CASEMENT DOOR SCHEDULE A I 5'-8"KNEEWALLS THROUGHOUT - � ,a NO. SIZE STYLE KIND LOC. NOTES 2'-8" 4'-7" 4'-7" V-10 1/2' 4'-7" 4'-7" 14'-8 112" 1. 2 8'-0"X T-6" SLAT GARAGE EXTERIOR ALASKAN CEDAR B O S T I C GARAGE 2X4"FRAMING AT SIDES - OF SHED DORMER& I 2. 1 8'-0"X 7'-6" SLAT FRENCH EXTERIOR ALASKAN CEDAR 1ST & 2ND FLOOR PLANS 2X6"FRAMING AT FRONT NOTE:2"SIDE WINDOW CASINGS PORCH ROOF 3. 2 3'-0"X T-6" 1 LITE SINGLE EXTERIOR FIR/BACK PORCH 1 /4"=1 '-0" IN DORMER&4"MULLS 4. 1 3'-0"X T-6" FLAT SINGLE EXTERIOR GARAGE STAIR 06 03 25 BETWEEN UNITS.SEE DETAILS. A 3.1 A 3.2 A 3.3 A 3.4 1 1 1 1 5. 1 2'-0"X T-6" FLAT SINGLE INTERIOR HALF-BATH 6. 1 T-0"X T-6" FLAT POCKET INTERIOR GARAGE /+► 1 .1 7. 1 2'-8"X 6'-8" FLAT POCKET INTERIOR 2ND FLOOR 8. 1 3'-0"X 6'-8" FLAT SINGLE INTERIOR 2ND FLOOR ARCHITECT OF RECORD: DRIVEWAY APRON THOMAS HANRAHAN , HMA 42'-7" 53 WIRELESS ROAD _... _ -------1 �— EAST HAMPTON , NY 11937 ------------------- � 7 IN COLLABORATION WITH: 1 ' I i ' 1 KDS, LLC 1437 KING STREET,#5 CHARLESTON, SC 294.03 I ' GARAGE SLAB 42'-7"X 25'-0" to O i N N L_-.________________.� L------------------ 1 ' ' FOUNDATION PLAN --- i I I I \ 1 i ---------- __--_--_-___--------_- 1 I PORCH SLAB S' 26'-2"X 8'-2" bo X8"COLUMNS v OUTDOOR SHOWER 8'-2" 71-511 26'-2" NOTE: PORCH PAVERS TIE INTO POOL TERRACE SLOPE FROM GARAGE TO INTEGRATED FRENCH DRAIN MAIN GABLE ROOF SHED DORMER 1 12 12 32.5 1 �8 1 —102.5 7 �8 8 ROOF PLAN G�t}RGE /TF O - r 017812 5� �OQ 12 I 12 I 1c�2.5 I I Q8 �OF NC`�' �8 I 12 2.5 1 Q8 1 + + r 1 BOSTIC GARAGE FOUNDATION & ROOF PLAN 1 /4"=1 '-0" 02 28 25 -12 2.5 A 1 .2 ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: X Is or r� KIDS, LLC 1437 KING STREET, #S CHARLESTON, SC 29403 RIDGE HEIGHT '— N SHED DORMER M 2ND FL CEILING ——' STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE 7'-3"FINISH HT.,WINDOWS J NOTE:RAFTERS CONCEALED BEHIND FACIA Ll I 90 CC Bo ui n 0 p CV N 2ND FINISHED FLOOR_ — - io 1STFL CEILING --- 7'-6"FINISH HT.,WINDOWS m 5o io r` Hill Kul I I FINISHED SLAB � _ GRADE -- m ALASKAN CEDAR OUTSWING GARAGE DOORS ALASKAN CEDAR GARAGE DOORS FRONT ELEVATION W/SHED DORMERS �5 GEOAGE co O_ k s�ql, 0 1785o ypQ F OF tN4 BOSTIC GARAGE ELEVATION 1/4"=1 '-0" 02 28 25 A 2.1 ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: T**I-' 13 ,.i F; KIDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 SHED DORMER -- RIDGE HEIGHT 12 N v 2.5 -- -2ND FL CEILING - - 7'-3"FINISH HT.,WINDOWS 12 0 g �? co i� COVERED PORCH W/ EXPOSED RAFTERS w �2.5 O - - 2ND FINISHED FLOOR o io N --- 1STFLCEILING - 8'-0"FINISH HT.,WINDOWS ZD mCD r` i\ FINISHED SLAB ---'''� GRADE M ALASKAN CEDAR SHINGLES SIDE ELEVA71ON (GARAGE BAY' ONE) ckED AqC� GORGE � = 0176SO �QQ �OF N BOSTIC GARAGE ELEVATION 1/4"=1 '-0" 02 28 25 A 2.2 I ARCHITECT OF RECORID: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: KIDS, LLC 1437 KING STREET,#5i CHARLESTON, SC 29403 SHED DORMERS RIDGE HEIGHT —' N 2NDFLCEILING --- 7'-3"FINISH HT.,WINDOWS STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE J NOTE:RAFTERS CONCEALED BEHIND FACIA 11 Ll El. CC O Q O N COVERED PORCH W/EXPOSED RAFTERS N 2ND FINISHED FLOOR_ — - M 8X8"SOLID CEDAR COLUMNS 1STFL CEILING '- --- 7'-6"FINISH HT.,WINDOWS FIXED BAY WINDOW/OPERABLE DOOR io 5o io i FINISHED SLAB GRADE -- co ALASKAN CEDAR OUTDOOR SHOWER REAR ELEVATION W/COVERED PORICH EoAR�y �5 �oRCE �T * z 01785'0 Q` 9TF OF N�y0 BOSTIC GARAGE ELEVATION 1 /4"=1 '-0" 02 28 25 A 2.3 ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: r"a dV or KIDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 SHED DORMER 12 8� -- RIDGE HEIGHT 12 N 2.5 v r 0 -- 2NDFLCEILING — — 7'-3"FINISH HT.,WINDOWS s O M co n COVERED PORCH W/ EXPOSED RAFTERS 12 2.5 v o co 2ND FINISHED FLOOR N --- 1ST FL CEILING — — 8'-0"FINISH HT.,WINDOWS co co 00 I I LA I I I IT41 I I I I I I I I I I III I I I I _% FINISHED SLAB ---co ALASKAN CEDAR SHINGLES GRADE SIDE ELIEVATION (GARAGE BAY THREE) �aSB ARC ORGE y�T J O y * Z S�•q�, 017850 yOQ FOF t4 BOSTIC GARAG E ELEVATION 1/4"=1 '.0" 02 28 25 A 2.4 I i ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: "J NOTE:(1)2X14"LVL RIDGE BEAM KIDS, LLC 3X8"BLOCKING @ 24"O.C. 1437 KING STREET, #5 cHARLESTON, SC 29403 NAILED TO 3X8"DORMER RAFTER 2X10"LVL CEILING JOIST (SEE STRUCTURALS) 12 3X8"DORMER RAFTER 8 STANDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD 1/2"TREATED PLYWOOD 12 1 X6"PT T&G DECKING 2.5 12 2 5 Q METAL DRIP EDGE ATTIC M 0 2ND FL CEILING FLAT CEILINGS TO MEET 1X4"FACIA R-38 INSULATION VALUE :t 2'-0" 3X8"EXPOSED RAFTER W/CHAMFERED END 2 0 a STANDING SEAM METAL ROOF a TO MATCH MAIN HOUSE 2X4"BEVELED CEDAR TRIM W/1"COPPER CAP 3'-6" 8'-11 1/2" T-6" ICE&WATER SHIELD NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW 1/2"TREATED PLYWOOD WINDOW MANUFACTURER'S RECOMMENDATIONS APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE 1 X6"T&G DECKING METAL FLASHING BENEATH SILL M1 ---- 3X8�XPOSED AF E _WL TO MATCH METAL ROOF CHAMFERED END o co ih I(SEE RETAILS) co 3X8-_EXPOSED RAFTER Wl CHAMFERED-END Q (SEE-DELAILS) ALLS TO MEET R-21 STORAGE ROOM w WALLS TO MEET R-21 w INSULATION VALUE Y INSULATION VALUE Y 00 QO U) 2'-0" METAL DRIP EDGE 0 SECOND FLOOR SYSTEM TO MEET N iX4"FACIA R-30 INSULATION VALUE 12 2X10"BLOCKING W/2X2"LEDGER —�2,5 -- 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING JJ(�J V V i r r- BUILDING WRAP -- 1STFLCEILING 1/2"PRESSURE TREATED PLYWOOD 0 2X6"FRAMING INSULATION 2'-0" 2X14"LVL FLOOR SYSTEM (3)2X10"HEADER(SEE STRUCTURALS) ALASKAN CEDAR GARAGE DOORcn = 2 O 5"REINFORCED CONCRETE SLAB z = o 3"RIGID FOAM INSULATION = GARAGE BAY ONE w z T cn U LL COVERED PORCH bo 10 MILL.VAPOR BARRIER ZDio IN BACKGROUND 2 U- a0 _ 6"COMPACTED GRAVEL co Z COMPRESSED FILL LL f0 8"CONCRETE WALL (SEE STRUCTURALS) Z 0- DRIVEWAY SLAB t HEATED SLAB FLOOR TO MEET z CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE (SEE STRUCTURALS) I— N eov o" 40 oD °o v'a oD "o voa eov o° 4o aov o" 400D °o v°a e q °v o° ev o° 4°oD "o voa eov o" d, a°v co" 4°o1> °o v°a oD "o voa ao o° 4o •------,^ = FINISHED SLAB ch GRADE E -1111 IIII/l /�Z I�_1_4 1 114zll Z/ X/ /X///X////Z Z 1/11/l_z/1/x/Ill/�_Zl_/''ll III I � II IIII IIII IIII IIII ���� IIII IIII ���� HH_IIII ���� II IIII IIII III III IIII IIII III II IIII ��`�G�oRG� �- i -- o -- �,9T 01785"J @ 0 0 0 0 o a O 2'-0" FOF N 81 SECTION BOSTIC GARAGE SEE STRUCTURAL ENGINEERING FOR 1 GARAGE BAY ONE/STORAGE ROOM ALL STRAPPING&HOLD-DOWN DETAILS SECTION 1 /2"=1 '-0" 04 02 25 A 3.1 i ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: TIC S. NOTE:(2)2X14"LVL RIDGE BEAM S, LLC 1437 KING STREET,#5 CHARLESTON, SC 29403 12 8 RIDGE HEIGHT NI, 12 12 2.5 C::� `�2.5 N 0 ATTIC c co co — 2ND FL CEILING FLAT OR TRUSS CEILINGS TO MEET R-36 INSULATION VALUE N CV STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE 3'-6 ICE&WATER SHIELD 1/2"TREATED PLYWOOD lX6"T&G DECKING 3X8"EXPOSEDBA.ETEBWL � CHACMEEREi�EN o J SEE DETAILS; J co 4'-0 1/2" STORAGE ROOM W W Y WALLES TO MEET R-21 STANDING SEAM METAL ROOF Y WALLS TO MEET R-21 INSULATION VALUE TO MATCH MAIN HOUSE INSULATION VALUE cp co in ICE&WATER SHIELD in -')'y 2'-0" 1/2"TREATED PLYWOOD 0 lX6"T&G DECKING SECOND FLOOR SYSTEM TO MEET CY R 30 INSULATION VALUE 1212 3X8"_�XPQSED-RAFTER W/_ N ' 5 CHAMFERED END -- 2ND FINISHED FLOOR SEE DETAILSl ALASKAN CEDAR SHINGLE SIDINGV V l BUILDING WRAP —— — 1ST FL CEILING 1/2"PRESSURE TREATED PLYWOOD 0 2X6"FRAMING co INSULATION METAL DRIP EDGE 2X14"LVL FLOOR SYSTEM 2'-0" 1X4"FACIA (3)2X10"HEADER(SEE STRUCTURALS) WALLS;TO MEET R-21 8X8"KDAT FIR BEAM INSULAITION VALUE (SEE STRUCTURALS) ALASKAN CEDAR GARAGE DOOR = 2'-0"OVERHANG U) 5 REINFORCED CONCRETE SLAB CD 8X8"KDAT FIR COLUMN o = GARAGE BAY TWO OUTDOOR COVERED C° 3"RIGID FOAM INSULATION U STORAGE PORCH 00 10 MILL.VAPOR BARRIER Z ;o = 6"COMPACTED GRAVEL io co COMPRESSED FILL r` STONE PAVERS TO MATCH POOL lL 8"CONCRETE WALL 4"PORCH CONCRETE SLAB n (SEE STRUCTURALS) Z 0 DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET z SIMPSON POST BASE CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE < (SEE STRUCTURALS) F- N --- ° °o VIA e°vo° Q, e°vo' 4° °D °ovOe °D °o VIA e°vo° 4° e°vo° 4°°D °o VIA e°vo° �917C> D °ov°de°vo° Q, e°vo° 4D °ov°eate°vo° 4° ------ ;; _ FINISHE DSLAB iv 16"SONOTUBE AT COLUMNS °D °o e°D °o e °D °o A ° °o e°D °o a -----i M GRADE v° V. v° v° v° o ..... ........................................................................................................................................'..............................................................----------"-.................................................................... o 0— ...........'---' --• --.. ... -.. .--- --- ---' --- -------- ------- -.. .--- 41/ill 4/1 �,Z/ 1/1,/11lX2///l"(�' 4111 —�1�1 �[I 111—I '1 4—11111 ill 1�141(1 1/lel -11 -1111- II-;III-1111 I I ;III ;III III- I-;III-1 II-;III-1 II- -III =11 -1111- -;III-IIIII- II-1111 1III-;III-II11-11H1 III-;III-;III- * O OF5>o � y0 2'-0" 8.2 SECTION - BOSTIC GARAGE SEE STRUCTURAL ENGINEERING FOR 1 GARAGE BAY TWO/STORAGE ROOM ALL STRAPPING&HOLD-DOWN DETAILS SECTION 1 /2"=1 '-0" 04 02 25 A 3.2 ARCHITECT OF RECORD: THOMAS HANRAHAN , HMA 53 WIRELESS ROAD EAST HAMPTON , NY 111937 IN COLLABORATION WITH: T (2)2?X14"LVL RIDGE BEAM KIDS, LLC 3X8""BLOCKING @ 24"O.C. 1437 KING STREET, #5 NAILLED TO 3X8"DORMER RAFTER CHARLESTON, SC 29403 2X110"CEILING JOIST (SEEE STRUCTURALS) 12 3X8"DORMER RAFTER 8 STANDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD ' 1/2"TREATED PLYWOOD r 12! 1X6"PT T&G DECKING 2.5 _ METAL DRIP EDGE o in 0 — — 2ND FL CEILING iX4"FACIA \ d STANDING SEAM METAL ROOF 3X6!�F XP__OSEDBAFTEB W/CHAMFEREDEND_(SEE DETAIL S) N TO MATCH MAIN HOUSE FLAT OR TRUSS CEILINGS TO MEET 2X4"BEVELED CEDAR TRIM W/1"COPPER CAP ICE&WATER SHIELD R-38 INSULATION VALUE � NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW 1/2"TREATED PLYWOOD WINDOW MANUFACTURER'S RECOMMENDATIONS 1 X6"T&G DECKING APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE I 3X8"EXPOSED RAFTER V/ I= CHAM EBED_END -. 19 o (SEE DETAILS cl) _j c0 I � WALLS Tf0 MEET R-21 w INSULATFION VALUE z I STANDING SEAM METAL ROOF Y TO MATCH MAIN HOUSE co ICE&WATER SHIELD U) I 2'-0" I 2'-0" 1/2"TREATED PLYWOOD - I iX6"T&G DECKING q - -WALLS TO MEET R-21 Iim 1X4"FACIA SULATION VALUE STAIRHALL 12 3X6"EXFF�SEDLAFTER WL a CHAMFEBEDEND 2X10"BLOCKING W/2X2"LEDGER �2.5 (SEE_DETAIL -- 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING o v v BUILDING WRAP r —— 1ST FL CEILING 1/2"PRESSURE TREATED PLYWOOD 2X6"FRAMING INSULATION METAL DRIP EDGE (3)2X10"HEADER(SEE STRUCTURALS) 2'-0" 1X4"FACIA OUTSWING CASEMENT WINDOW I 2X14"LVL FLOOR JOISTS WALLS 1T0 MEET R-21 INSULAT-ION VALUE 8X8"KDAT FIR BEAM NOTE;:INSTALLATION OF WINDOWS AND FLASHING (SEE STRUCTURALS) (SEE STRUCTURALS) TO FOLLOW WINDOW MANUFACTURER'S cn RECOMMENDATIONS 2'-0"OVERHANG = 8X8"KDAT FIR COLUMN 5"REINFORCED CONCRETE SLAB z _Z _ 3 RIGID FOAM INSULATION = w COVERED co T UNDER HALF-BATH PORCH c 10 MILL.VAPOR BARRIER Z LL STAIR co _ 6"COMPACTED GRAVEL r STORAGE COMPRESSED FILL n STONE PAVERS TO MATCH POOL 8"CONCRETE WALL 4"PORCH CONCRETE SLAB ;D i� (SEE STRUCTURALS) DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE SIMPSON POST BASE (SEE STRUCTURALS) N FINISHED SLAB 0° 4 ° v°a e°v or oV.'s o° o o e o v°a ev v SONOTUBE AT COLUMNS GRADEo °o °v " .............. ...................................................................................................... ............................... ......-- .. .. .. .... ............... .. ................ ....... ------- o -- --------- - - -- ----- - --- .................. ............- - . .. - - ------ .. RDG AE�I q 'SC'q i, IIII --:--i Z ' r i 0 0 0 0 0 0 --- TF4F NE`N� 2'-0" 3.3 SECTION SEE STRUCTURAL ENGINEERING FOR B O S T I C GARAGE 1 STAIRHALL/PORCH ALL STRAPPING&HOLD-DOWN DETAILS SECTION 1 /2"=1 '-0" 04 02 25 A 3.3 i ARCHITECT OF RECORD: THOMAS HANRAHAN, HMA 53 WIRELESS ROAD EAST HAMPTON , NY 11937 IN COLLABORATION WITH: TK ID is; (2)2X14"LVL RIDGE BEAM KIDS, LLC1437 KING STREET, #S 3X8"BLOCKING @ 24" CHARLESTON, SC 29403 NAILED TO 3X8"DORMER RAFTER 2X10"CEILING JOIST (SEE STRUCTURALS) 3X8"DORMER RAFTER STANDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD 12 8 1/2"TREATED PLYWOOD 1X6"PT T&G DECKING 2.5 12 N METAL DRIP EDGE 0 cl 0 2ND FL CEILING f 1X4"FACIA 3X8"_EX20SED RAFTER_ 2'0" N `/1I/_CFiA_MFERED END(SEE DETAILS) iv STANDING SEAM METAL ROOF 2X4"[BEVELED CEDAR TRIM W/1"COPPER CAP CATHEDRAL CEILING TO MEET V-6„ TO MATCH MAIN HOUSE R-30 INSULATION VALUE, ICE&WATER SHIELD NOTE:INSTALLATION IOF WINDOWS AND FLASHING TO FOLLOW PER RESCHECK WINDOW MANUFACTUIRER'S RECOMMENDATIONS 1/2"TREATED PLYWOOD APPLIED)3X3"CEDAR SILL W/ROUTED DRIP-EDGE 1X6"T&G DECKING METAL FLASHING BENEATH SILL 3X8"EXPOSU RAFTS Wl TO MATCH METAL ROOF q CHAMFERED END o co J (SEE DETAILS) J ao 3X8"EXPOSED RAFTER W/ STORAGE a Q CHAMFERED END PLATFORM 3 (SEE DETAILS) w WAkLLS TO MEET R-21 Z Y INSiULATION VALUE STANDING SEAM METAL ROOF Y TO MATCH MAIN HOUSE op io io ICE&WATER SHIELD in —WALLS TO MEET R-21 co INSULATION VALUE 2'-0" 1/2"TREATED PLYWOOD METAL DRIP EDGE IX6"T&G DECKING 1X4"FACIA N 12 3X8"_EX_P_0$t<DAA_ET �L/ N 2X10"BLOCKING W/2X2"LEDGER '�2.5 tSEE-DE=TA(LS) -- CHAMFERE EN 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING o iv BUILDING WRAP r -- 1STFLCEILING 1/2"PRESSURE TREATED PLYWOOD — - Q 2X6"FRAMING Co INSULATION METAL DRIP EDGE 5X5"STEEL BEAM TO SPAN OPENING 2X12"LVL FLOOR JOISTS ( HEADER (SEE STRUCTURALS) (SEE STRUCTURALS) (SS EEE S STTRUCTURALS) �_o 1X4"FACIA (3)2X10"HEADER(SEE STRUCTURALS) 8X8"KDAT FIR BEAM \\,— (SEE STRUCTURALS) NEW 3'-0"X 7'-6"'DOOR OUTSWING ALASKAN CEDAR GARAGE DOORS aC 2'-0"OVERHANG w = O 8X8"KDAT FIR COLUMN 0 o 5"REINFORCED CONCRETE SLAB F z 3"RIGID FOAM INSULATION GARAGE BAY THREE COVERED 3 10 MILL.VAPOR BARRIER z = 00 PORCHCID ILLt0 = n 6"COMPACTED GRAVEL co COMPRESSED FILL n - LL STONE PAVERS TO MATCH POOL UL CID 8"CONCRETE WALL r` 4"PORCH CONCRETE SLAB (SEE STRUCTURALS) 2"TRANSITION FROM DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET GARAGE SLAB TO PORCH SIMPSON POST BASE CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE (SEE STRUCTURALS) N FINISHED $LAB ov°e e° o •----- 1 vee °vo D v°ev ° °o v o' 16"SONOTUBE AT COLUMNS — GRADE .. ..... - - - - • -- - - o o E 4qc III=II_1Will ill 11 =IIII=IIII= II =IIII=1 = III= I =IIII= II =IIII= = I- =III -1 -III -1 I- I = I III-IIII-IIII-IIII-IIII-IIII-IIII-11 - ��y� ����,� 01785U - o 0 0 0 0 0 OF N 2'-0" 3.4 SECTION SEE STRUCTURAL ENGINEERING FOR B O S T I C GARAGE 1 GARAGE BAY THREE/STORAGE PLATFORM ALL STRAPPING&HOLD-DOWN DETAILS SECTION 1 /2' 1 '-0" 04 02 25 A 3.4 r ARCHITECT OF RECORD: --- WP THOMAS HANRAHAN, HMA ---�'� _ i -- --- 53 WIRELESS ROAD / - EAST HAMPTON, NY 11937 LTJ 1 / ------------ ---- F-------------- CID / 1 1 I \\ 7. __ IUP \I \\ / --� I (�_-- IN COLLABORATION WITH: _---------_ ----- v KIDS, LLC I 1 I I I \\ 1437 KING STREET,#S I 1 I I I \ \ CHARLESTON, SC 29403 I i i i \ II I I I I ------ i i 2'-4" \ 4'-6" 4'-8" 2'-4" I 1ST FLOOR PLAN i N --__� ___--J L______ ___________J 1 I I 1 I 1 I I 1 , 1 I `---- \------- ----- `----^ ------- \\ ( I N / If �\ rC14 1 I U I , 7(11 / C AAC BENCH WP ��GJ G�QR(i7x 0 E /�� * z " r T-5"X 3'-11" �� 01765� yQQ� -OUTDOOR `N SHOWER FOF NE -'� UNDERCABINET LIGHTING U 110V.OUTLET UNDER UPPER CABINET 110V.WALL OUTLET 110V.WALL AT COUNTER HEIGHT &WP 110V.WALL-WATERPROOF 110V.FLOOR OUTLET FL I 220V.WALL OUTLET I I I I I I S SWITCH �O SURFACE MOUNTED CEILING FIXTURE I ,• .. I RECESSED WALL WASHER 6'-9" 7'-9" 3'-6" 5'-0" I I o I I I m U CLOSET HEADER LIGHT �\ '� I •'.•'/�_-..�\\r��//�--��•\,r,,.��, D DISPOSAL EXHAUST FAN 2ND FLOOR PLAN i QD \I Oc CABLE O I T ® EXHAUST FAN/LIGHT 1 " Q RECESSED CAN LIGHT \0/ �� A A ► I b SCONCE \I ---�,•--------------------- ® SMOKE DETECTOR / 4'-8" 4'-B" 2'-4" Q A SECURITY ALARM PAD I I H EXHAUST HOOD - J \ co Q --,Ln '---' ----- DROP PENDANT Cy 1 i 1 i 1 i BOSTIC GARAGE 1ST & 2ND FLOOR PLANS PORCH ROOF 1/4"=1 '-0" 02 28 25 A 1 .1 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. GENERtAL NOTES FOUNDATION NOTES ABBREVIATIONS CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND REPORT ANY 1. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW 1. FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 AIDD'L. ADDITIONAL DISCREPANCIES TO THE DESIGNER. YORK STATE.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE,AND LOCAL PSF. SHOULD CONDITIONS VARY FROM THOSE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED AESS. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REQUIREMENTS. BEFORE CONTINUATION OF WORK. AFRCH. ARCHITECTURAL 2. THE SCOPE OF THESE DRAWINGS IS TO DETAIL THE STRUCTURAL DESIGN FOR A STORY WOOD 2. ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL,OR CERTIFIED COMPACTED FILL. B(OR BOT. BOTTOM FFRAMED RESIDENTIAL STRUCTURE. BNM. BEAM 3. THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS, FOR REVIEW: CONCRETE FOR FOUNDATIONS B.1P. BEARING PLATE REINFORCING STEEL FOR CAST-IN-PLACE CONCRETE B.:S. BOTTOM OF SLAB 4. DESIGN LOADS(PSF): 1. 28 DAY MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: BYO BOTTOM OF A.,DEAD LOAD FOOTINGS 3000 PSI B/1'W BETWEEN 1O ROOF DEAD LOAD: 25 PSF SLAB ON GRADE 3500 PSI&0.45 MAX.W/C RATIO C.(G. CENTER OF GRAVITY ® a a FLOOR DEAD LOAD: 25 PSF 2. MAXIMUM CONCRETE SLUMP SHALL BE 4" FOR CONCRETE NOT RECEIVING HIGH RANGE WATER CLLR. CLEAR B..LIVE LOAD REDUCING ADMIXTURE. CLL.OR G. CENTERLINE ROOF LIVE LOAD: 20 PSF 3. SLAB ON GRADE SHALL BE REINFORCED PER PLANS. SLAB SHALL BE FINISHED IN C(OL. COLUMN FLOOR LIVE LOAD: 40 PSF ACCORDANCE WITH ACI STANDARD 302AR FOR CLASS 2 FLOORS. TYPE II CEMENT AND 1" C(ONC. CONCRETE C..WIND LOAD COARSE AGGREGATE(SIZE NO.57)SHALL BE USED. C(ONST. CONSTRUCTION BASIC WIND SPEED(3-SEC GUST): 115 MPH (ULT.) 4. ALL CONCRETE SHALL BE MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH ACI C.;S. CONCRETE SLAB RISK CATEGORY: II STANDARDS 318,304,301. DIJA OR 0 DIAMETER A� EXPOSURE CATEGORY: C 5. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE DWVG. DRAWING INTERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 60. (E)) EXISTING COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES VELOCITY PRESSURE: qz=26.1 PSF(ULT.) 6. WELDING OF REINFORCEMENT IS PROHIBITED U.O.N. EA4. EACH (PSF) ) AE D..COMPONENTS AND CLADDING WIND PRESSURES: SEE PRESSURE TABLE ON THIS SHEET 7. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. EE EACH END EFFECTIVE ROOF WALL OVERHANG 8. ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. EF EACH FACE WIND 5. AILL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL 9. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE EL_.OR ELEV. ELEVATION AREA 1 2 3 4 5 2 3 ft )DRRAWINGS. CONFLICTS IN DIMENSIONS AND INTERFERENCES SHALL BE DIRECTED TO OUR COVER: FOR ENGINEER OF RECORD 0 0 0 0 0 0 0 0 0 0 O O OFFICE PRIOR TO CONSTRUCTION OF WORK. SLAB ON GRADE 1-1/2" EOS EDGE OF SLAB 6. THE CONTRACTOR SHALL CHECK THE BUILDING LOCATION WITH REGARD TO PROPERTY LINE, FOOTINGS 3" EQ. EQUAL 10 17.7 -28.2 17.7 -49.0 17.7 -72.5 30.8 -33.4 30.8 -41.2 •57.4 -96.5 AIND VERIFY ALL EXISTING CONDITIONS BEFORE EXCAVATION AND SHOP DRAWING 10. ALL FILL SHALL BE PLACED IN TWELVE INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH EQUIV. EQUIVALENT 20 16.2 -27.4 16.2 -45.1 16.2 -67.8 29.4 -32.0 29.4 -38.4 -57.4 -87.1 PREPARATION. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY EWV EACH WAY 7. IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE CODES, METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 12% PASSING EMIST. EXISTING 50 16.0 -26.4 16.0 -39.9 16.0 -61.6 27.6 -30.2 27.6 -34.8 -57.4 -74.6 OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER THROUGH THE NO. 200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY FIfN. FINISH 100 16.0 -25.6 16.0 -36.0 16.0 -56.9 26.2 -28.8 26.2 -32.0 -57.4 -65.2 INAMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. TO PROVIDE 95%OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE AND BELOW FOOTINGS. FL-R. FLOOR IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 SF IN EACH LIFT. FOR FL-G. FLANGE ULTIMATE WIND SPEED=115 MPH / EXPOSURE:C / a=3'4" SITE PREPARATION AND EARTHWORK PROCEDURE: ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED F.:S. FAR SIDE RISK CATEGORY:II/GCpi=t0.18 COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION BELOW FTf.OR' FEET OR FOOT 1. GEENERAL CONTRACTOR IS TO REVIEW AND FOLLOW REQUIREMENTS OUTLINED IN THE SLABS ON GRADE AND BELOW FOOTINGS. FTfG. FOOTING GiEOTECHNICAL REPORT. 11. WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 Fy( YIELD STRESS 2. REEMOVE ALL SURFACE VEGETATION,ROOTS AND TOPSOIL,APPROXIMATELY ONE TO TWO FEET VERTICAL TO 2 HORIZONTAL. G/ALV. GALVANIZED NOTES: [NJ DEPTH, FROM WITHIN AND AT LEAST FIVE FEET BEYOND THE CONSTRUCTION LIMITS. 12. EXCAVATIONS SHALL BE DE-WATERED TO ALLOW INSTALLATION OF FOOTINGS IN DRY G(C GENERAL CONTRACTOR TOPSOIL WILL NOT BE SUITABLE FOR USE AS CONTROLLED COMPACTED FILL OR BACKFILL. ATMOSPHERE. GFR. GRADE 1)Q INDICATES PRESSURE TOWARDS BUILDING. 3. REEMOVE ALL ABANDONED PIPELINES/UTILITIES FROM WITHIN AND AT LEAST FIVE FEET BEYOND 13. DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL HCOR. HORIZONTAL INDICATES PRESSURE AWAY FROM BUILDING. COONSTRUCTION LIMITS. TOP BRACING SLAB OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. H.LP. HIGH POINT 2) EFFECTIVE WIND AREA[A] MAY BE LARGER 4. EACAVATE TO REACH THE DESIRED FLOOR SLAB AND PAVEMENT SUB-GRADE LEVELS. CANTILEVERED RETAINING WALLS MAY BE BACKFILLED AFTER 14 DAYS FROM CONCRETE H.:S. HIGH STRENGTH THAN ACTUAL TRIBUTARY AREA OF THE 5. PFROOF-ROLL AND COMPACT THE EXPOSED SUB-GRADE SOILS TO A FIRM AND UNYIELDING PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, ON OPPOSITE SIDES OF THE H.;S.T. HIGH STRENGTH BOLT ELEMENT IN QUESTION. REFERENCE EPCOT BLDG. CONSISTENCY. PROOFROLLING MAY BE ACCOMPLISHED BY USING A HEAVY STEEL DRUM WALL,EXCEED THE FINAL DESIGN DIFFERENTIAL. HIT. HEIGHT CODE FOR DEFINITION. V11BRATORY ROLLER (DYNAPAC CA-15, OR EQUIVALENT) WITHIN THE PROPOSED BUILDING AND 14. ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL IN].OR" INCHES PAVEMENT AREAS. ANY LOCALIZED AREAS WHICH CANNOT BE COMPACTED TO A FIRM AND CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER KSI KIPS PER SQUARE INCHES UNYIELDING CONSISTENCY SHOULD BE EXCAVATED TO STABLE SUB-GRADE SOILS AND THAN ONE VERTICAL TO TWO HORIZONTAL. LONG. LONGITUDINAL BACKFILLED WITH CONTROLLED COMPACTED FILL. COMPACTED FILL SHOULD ALSO BE 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS LLH LONG LEG HORIZONTAL INSTALLED IN ANY EXCAVATIONS NECESSARY TO REMOVE PIPES. CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS LLV LONG LEG VERTICAL 6. TO MINIMIZE THE DISTURBANCE OF THE SUB-GRADE SOILS, GRADE THE SITE TO MAINTAIN REQUIRED. LS3H LONG SIDE HORIZONTAL 1 COMPONENTS AND CLADDING WIND PRESSURES POSITIVE SURFACE DRAINAGE AT ALL TIMES AND CONSTRUCT SWALES AND/OR BERMS TO LSV LONG SIDE VERTICAL MIINIMIZE THE AMOUNT OF SURFACE RUN-OFF ENTERING THE CONSTRUCTION AREAS. LUMBER L.%W. LONG WAY 7. PLACE CONTROLLED COMPACTED FILL AS REQUIRED TO ACHIEVE THE DESIRED SUBGRADE L.FP. LOW POINT LEVELS IN THE BUILDING AND PAVEMENT AREAS. SPREAD FILL IN LAYERS ON THE ORDER OF 1. ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, DOUGLAS FIR NO. 2 OR BETTER WITH M i OR MOM. MOMENT TWELVE INCHES IN LOOSE THICKNESS AND COMPACT UNIFORMLY TO AT LEAST 95 PERCENT MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,400,000 PSI IN ACCORDANCE WITH WAX. MAXIMUM OF MAXIMUM DRY DENSITY AS ATTAINED BY THE ASTM D-1557 TEST PROCEDURE. BACKFILL THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. MIIN. MINIMUM PLACED IN CONFINED AREAS SUCH AS FOUNDATION OR UTILITY TRENCHES SHOULD BE 2. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. M..C. MOMENT CONNECTION INSTALLED IN THINNER LIFTS AND COMPACTED TO THE SAME DEGREE WITH MANUAL 3. ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH PLANS AND DETAILS. M.I.D. METAL DECK COMPACTION EQUIPMENT. ALL FILL SHOULD BE MOISTURE CONDITIONED AS NECESSARY TO MIECH. MECHANICAL PERMIT COMPACTION TO THE REQUIRED DENSITIES. 4. LAMINATED VENEER LUMBER MIISC. MISCELLANEOUS 8. BACKFILL REQUIREMENTS ARE AS FOLLOWS: A. LAMINATED VENEER LUMBER BEAMS OR POSTS MIIIR. MIRROR INDICATED ON DRAWINGS SHALL HAVE THE MINIMUM FOLLOWING PROPERTIES: M.I.O. MASONRY OPENING • EXCCAVATED MATERIALS WHICH CONSIST OF SILTY SANDS AND WHICH ARE MOISTURE B. LAMINATED VENEER LUMBER(LVL): (NJ) NEW CONDITIONED AS NECESSARY TO PERMIT COMPACTION TO THE REQUIRED DENSITIES MAY BE E=2,000,000 PSI NFFP. NO FIREPROOFING USED AS BACKFILL. FB=2,600 PSI(12"DEPTH)* W.S. NEAR SIDE • IMIPORTED MATERIALS TO BE USED AS BACKFILL SHOULD CONSIST OF UNCONTAMINATED, MULTIPLY BY[12/D]0.136 FOR OTHER DEPTHS"D" W.T.S. NOT TO SCALE RELATIVELY WELL-GRADED SAND AND/OR GRAVEL CONTAINING LESS THAN 15 PERCENT BY FT= 1,555 PSI O..C. ON CENTER WEIGHT PASSING AN U.S.STANDARD NO,200 SIEVE,AND WITH A MAXIMUM PARTICLE SIZE OF FC,PERP=750 PSI O..D. OUTSIDE DIAMETER FOUR INCHES. DOCUMENTATION OF THE ENVIRONMENTAL QUALITY OF THE FILL SHOULD FC,PARALLEL=2,510 PSI OIPNG. OPENING IN(CLUDE A WRITTEN CERTIFICATION FROM THE FILL SUPPLIER STATING THAT THE FILL IS VIRGIN FV=285 PSI OIPP. OPPOSITE MATERIAL FROM A COMMERCIAL OR NONCOMMERCIAL SOURCE. C. BEAMS MUST BE LATERALLY SUPPORTED AT TOP. P/AF POWDER ACTUATED FASTENER D. MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2"AT ENDS,AND 3"AT PEMB PRE ENGINEERED METAL BUILDING 9. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF WATER AT ALL TIMES. INTERMEDIATE SUPPORT. PLL.OR R PLATE E. MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH PLLF POUNDS PER LINEAR FOOT MANUFACTURER'S SPECIFICATIONS. PESI POUNDS PER SQUARE INCH PESF POUNDS PER SQUARE FEET WOOD STRUCTURAL PANELS(PLYWOOD) R RADIUS R.dA. RIGHT END 5. PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8" EXPOSURE 1 C-D-X APA IDENTIFICATION REEINF. REINFORCING INDEX 32/16. REEF REFERENCE 6. FASTEN PLYWOOD ROOF SHEATHING TO WOOD ROOF TRUSSES PER ROOF FRAMING PLAN REEQD. REQUIRED NOTES. S.I.C. SHEAR CONNECTION 7. USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. SEECT. SECTION 8. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST OR TRUSS SPAN). SIIIM. SIMILAR 9. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8"SPACE AT ALL PANEL EDGE S.I.O.G. SLAB ON GRADE JOINTS. S(Q. SQUARE S.I.S. STAINLESS STEEL TIMBER CONNECTORS STfIFF. STIFFENER STTRUCT. STRUCTURE 1. JOIST HANGERS, FRAMING ANCHORS & RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIME SNYMM. SYMMETRICAL GALVANIZED STEEL AS MANUFACTURED BY TECO, SIMPSON, OR APPROVED EQUAL. SPECIAL S.I.W. SHORT WAY NAILS AS SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. SNYMM. SYMMETRICAL 2. IF REQUIRED, METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY T TOP TECO, SIMPSON OR APPROVED EQUAL, AND INSTALLED IN ACCORDANCE WITH T.(G. TRANSFER GIRDER MANUFACTURERS DIRECTIONS. TFHK.OR THKNS. THICK OR THICKNESS T.(O. THROUGH OUT T.(O.S. TOP OF STEEL T.,'S. TOP OF SLAB TWP. TYPICAL THO TOP OF U.I.O.N. UNLESS OTHERWISE NOTED V/A. VARIES VEERT. VERTICAL V.I.I.F. VERIFY IN FIELD WA/ WITH WLC. WALL COLUMN CL a r e n WVF WIDE FLANGE "'mom ENGINEERING GROUP McLaren Technical SeMcee,Im WLP. WORK POINT 131 West 35th Street,4th Floor WJ.W.F. WELDED WIRE FABRIC New York,NY 10001 T:212.324.8300 www.mgmclaren.com ram. 46 BOSTIC RESIDENCE 'ICJ 5� ." GENERAL NOTES L N.T.S. 10 25 23 S 0. 1 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY 5 S 2.0 SIMPSON HTT5 HOLD DOWN AT EACH DISCREPANCIES TO THE DESIGNER. s z.o DRIVEWAY APRON SIDE OF OPENING,TYP. 43'-11" . 1 S 2.3 +� 2 8"CONCRETE WALL BELOW EDGE OF SLAB ON GRADE d 3-PLY 2X6 STUD,TYP. 3-PLY 2X12 3-PLY 2X12 HSS 5 x 5 x - - - - - - - - - - - - - - - - - - - - - - - - - - � I � - - - - - - - - - - - - - - - - - - - - - - - - - -� F - - - - - - - - - - - - � I II I► I I ► II g II I I II Lo N I 2'-0"WIDE X V-0"THICK CONTINUOUS CONCRETE FOOTING. OPEN ELOW X PROVIDE#4 @ 24"O.C.SHORT DIRECTION AND(3)#4 I I I I M LONG DIRECTION(TYP.)(U.O.N.) 16"HAUNCH I I J m �r f J L I I to 1.75X11.875 LVL 2-2X8 POST DN. o v I I 5"CONCRETE SLAB ON GRADE WITH q I ® I I I X 2-2X8 POST UP. N I I (1)LAYER 6X6-W2.9XW2.9 WWF N u� ON TOP OF 6"3/4"GRAVEL, 10MIL I I = 3-2X6 POST DN 3-2X10 HEADER. VAPOR BARIER AND 3"-R15 RIGID INSULATION L_ �I �' J I I TYP. 2-2X8 POST DN. 14'-0"I I I 2X8 @24"O.C. 2X6 O.C. BEARING WALL BEARING WALLLL (TYP) 1.75X11.875 VL @ 16"o.c it I I II (THIS SIDE ONLY) 1 1 .75X11.875 L L - I I I I I I 2X6 @24"O.C.B ARING WALLin o w s I I I I (TYP) N II S2.0 I I II 3 - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - 2X1O s2.o (_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J HEADER 3-PLY2X10 HEADER r - - - - -� 2X10 2X8 PT LEDGER SIMPSON HTT5 HOLD HEADER DOWN AT EACH CORNER L Co o a 0Xo "v Co Ox0 16"0 CONCRETE SONOTUBE FOOTING(TYP.)(3)LOCATIONS M 8X8 COLUMNS,TYP. 1rFJC J 8X8 PT I 8X8 PT 1 FOUNDATION PLAN 2 2ND FLOOR FRAMING PLAN S 1.0 1/4"=1'-0.1 S 1.0 1/4"=V-0" NOTES: 1. _ _ _ _ = DENOTES WALLS BELOW. 2. DENOTES FLOOR WALLS. 3. DENOTES NEW STRUCTURAL MEMBERS. 2X6 @24"O.C.BEARING WALL 4. ALL LOAD BEARING WALLS ARE TO LINE UP.IF NOT,CONTACT ARCHITECT. BELOW(TYP) 5. DENOTES SPAN DIRECTION OF PLYWOOD GLUED AND 2 SCREWED TO THE TOP OF ROOF JOISTS. 1 4 1 s 2 2 3 6. COORDINATE ROOF WATER PROOFING REQUIREMENTS WITH ARCHITECT. 7. PROVIDE BLOCKING @ 4'-0"BETWEEN RAFTERS IN THE TWO END BAYS. 8. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS:(VERTICAL RISE: HORIZONTAL RUN).IE:(4:12)REPRESENTS 4 VERTICAL TO 12 HORIZONTAL. 9. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. 2-3x8 H DER HIGH 2-3x8 F EADER HIGH 10. REFER TO DRAWING S 0.1 FOR GENERAL NOTES,AND S 0.3 FOR TYPICAL - - -- - - - - - - - - - - - - - - - - - - DETAILS AND SCHEDULES. - - - - -- - - - - - - - - - - -- - - II � ILiI I � II o I � 1 - - - - - - - - - - - - - - I 0 I I a l I I o j j I °° 0 N IIM M I I a III M III N I I I X MI I MICo I � I a2.51 II 12 II II 12 II M 1112 12 I I i I I I 1Q81 I I I I 1 a2.51 I I I li Q8 i Q e1 I I I I I I I I I I I I I I 2-2X8 POST I TYP. N I 1-PLY 2-PLY 1.75x14 LVL I`V o o Z 2-PLY 1.75x14 LVL I I 1.75x14 LVL I FT N J H 1 w I I 3-2X6 POST DN 3-2X6 POST P DN I y _ w 12 I TYR w 112 I I 1 1 I� I �8I 1 I I a 81 I I 8-6" I� + I I I I 12 8 I� II IIx I XMII ! I oI 12 I Io (3 o v2.51 N 1 a 1 I I NOTES: 1N N I .dfloaG r �1 DENOTES WALLS BELOW. F_m ENGINEERING MI I a I I Co I I 2. DENOTES FLOOR WALLS. McL"ren Technical Services,Ina L ( ao I M I co I 3. DENOTES NEW STRUCTURAL MEMBERS. 131 west 35th Street 4th Floor M M New York,NY 10001 x _ _ _ _ _ _ _ _ _ _ _ 4. ALL LOAD BEARRING WALLS ARE TO LINE UP. IF NOT,CONTACT ARCHITECT. T:212.324.6300www.mgMlana".cm 12 Cl) - I 5. DENOTES SPAN DIRECTION OF PLYWOOD GLUED AND S a � . 2.5 � 1 I I - - I I - - - - - I - - - - - - - - _ -'- - J i SCREWED TO RODOF WATER PROOFING REQUIREMENTS WITH ARCHITECT.TOP OF ROOF JOISTS. 6. COORDINATE R030 LL =- _ _- - - -- _ - - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _I 7. PROVIDE BLOCKING @ 4'-0"BETWEEN RAFTERS IN THE TWO END BAYS. 03 8. ROOF SLOPE FODR SPECIFIC RAFTERS IS NOTED THUS:(VERTICAL RISE: ' 2-3x8 H DER HIGH 2-3x8 H ADER HIGH HORIZONTAL RLUN).IE:(4:12)REPRESENTS 4 VERTICAL TO 12 HORIZONTAL. `` 9. CONFIRM ALL DDIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS.,,. 10. REFER TO DRAVWING S 0.1 FOR GENERAL NOTES,AND SO.3 FOR TYPICAL B O S T I C RESIDENCE ► t �I DETAILS AND SCCHEDULES. 'RSA . STRUCTURAL FRAMING PLANS 3 ROOF FRAMING PLAN 10 25 23 S 1.0 1/4"= 1'-0" Si-0 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND SIMPSON RR AT EACH RAFTER TO DIMENSIONS IN THE FIELD AND REPORT ANY RIDGE CONNECTION DISCREPANCIES TO THE DESIGNER. 12 M 16d COMMON NAILS,TYP. x x x X x X X x x x x 3X8 AT 24"O.C. Y"PLYWOOD 3X8 AT 24"O.C. 2X8 AT 24"O.C. 3/"PLYWOOD 0 0 LL N O a O O F Q So 2X SOLID SAWN BLOCKING 1X6 T&G DECKING 2X6 DOUBLE TOP PLATE a � Oo SIMPSON TSP AT EACH JOIST o LL SIMPSON TSP AT EACH STUD o 04 o 1 SECTION 2X8 LEDGER FASTENED TO S 2.0 3/4"=1'-0" WALL SIMPSON LRU28 RAFTER HANGER 2X6 SILL PLATE PLYWOOD SUBFLOOR 3X8 PORCH ROOF RAFTER AT 24"O.C. SDWS EXTERIOR GRADE SCREWS BY SIMPSON 1�"X 14"LVL AT 16"O.C. 3-PLY 2X10 HEADER 8X8 BEAM 8X8 BEAM 8X8 COLUMN 2 FLOOR JOIST BEARING DETAIL 3 PORCH ROOF FRAMING S 2.0 3/4"=V-0" S 2.0 3/4"=1'-0" PAVERS COORD. W 8X8 COLUMN WITH WITH ARCHITECT SIMPSON CPT88Z z 0 5"CONC.BASE 4"CONC.PORCH SLAB T/SLAB T/SLAB SLOPE N o-0) 2-PLY 2X12 P.T.BEAM 0'-0" ° d X • X 4 Q 0'-011 .. d d d °d: °. ' d d GRADE ° ° GRADE °° �- L x-max ° ° x x° q : 1 16"0 CONC.SONOTUBE -0'-H° \/\/\/\/\ B° O O� -O'-H° / /\/\/\/\ /\//\//\ / //\\ 0 00 00 00 \/ / \/ //\// // \/ \// \\/� / 5"CONCRETE SLAB. %/\ 5"CONCRETE SLAB. PROVIDE 1 LAYER \\ \�� PROVIDEE 1 LAYER 6X6-W2.9XW2.9 WWF. 6X6-W2.1.9XW2.9 WWF. \\ °° \\\\ " , v e j 10 MIL.VAPOR BARRIER %\\ d \\/\ 10 MIL.WAPOR BARRIER Ix / 3 /\ \/ "3 " \ \//\ d / d d 8 6" "0 GRAVEL 6 f71(GRAVEL \ \ \ / \ \ ° CLEAN COMPACTED FILL \//\//\ \//\//\// CLEAN CCOMPACTED FILL / \/ / / / / \ n- dv / ° ° °. ° ° d ENGINEERING GROUP q \\/ #4 VERTICAL BARS WITH y d \\/ #4 VERTICAL BARS WITH //\ gym~ d $ / ° d / i' ° dP _ 4 d ° M31 West 5th Street 4th Floor Now York NY 24"LAP AT 48"O.C. : d /\; 24"LAP;AT 48"O.C. 4 \ \ a \ a mc T:212.3246 ww 300 ww -mgiamn.com \i B/FOOTING \i -41-011 O v 2'-0"WIDE X 1'-0"THICK CONT. O 2'-0"WIDBE X 1'-0"THICK CONT. /\/\/\/\/\/\/\/\/ a��`` r�C# �"�tr - V��'�\� \ '� CONCRETE FOOTING. CONCREITE FOOTING. PROVIDE#4 @ 24"O.C.SHORT ��\/��\/��\/��\/�\/�\\.\ \\// PROVIDE:#4 @ 24"O.C.SHORT DIRECTION AND(3)#4 LONG " '\\i DIRECTIOON AND(3)#4 LONG , w 3"CLR. DIRECTION(TYP.)(U.O.N.) 3 CLR. DIRECTIOON(TYP.)(U.O.N.) j ! "CVR.TYP. CVR.TYP. BOSTIC RESIDENCE 4 WALL SECTION K 5 WALL SECTION 6 SECTION AT PORCH � SECTIONS&DETAILS S 2.0 3/4"=1'-0" S 2.0 3/4"=1'-0" S 2.0 3/4"= V-0" 3/4' =1 '-0" 10 25 23 S 2.0 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITIONS AND 2 DIMENSIONS IN THE FIELD AND REPORT ANY s 2.t PROVIDE(2)ADDITIONAL BOLTS AT (4)y"THRU BOLTS DISCREPANCIES TO THE DESIGNER. EACH END 16d COMMON NAILS AT 12"O.C.STAGGERED T&B,TYP. ® ®r o O 12 * % * O O % Q 2.5 3-PLY 13/"X 9y"LVL,TYP. M % % % * — — — — — — — — — — — — — — — — — STOP INNER PLY HERE % * " % * * * OUTER PLYS STOP HERE. INNER PLY STOPS HERE. " % % * O O " O O 0 0 0 I O O O *"X 9y"LVL I-- — — — — — — — — — — — — — — — — — — 3 s z.� 1 TRUSS 1 ELEVATION VIEW S 2.1 3/4"=1'-0" (2)y"THRU BOLTS x (4)Y"0 BOLTS WITH NUTS AND (6)Y"THRU BOLTS WASHERS x — — — — — — — — — — — — — — — — — — — — — — — � O o O 0 2 ROOF TRUSS DETAIL S 2.1 1-1/2"=1'-0" 3 ROOF TRUSS ENLARGED ELEVATION S 2.1 1-1/2"=1'-0" 5 s s.� 2-PLY 1Y4X14 LVL RIDGE BEAM (3)-LVL's BLOCKING ON TOP OF TRUSS. 12 CUT TO FIT 8 I I 1 TRUSS T1 BEYOND �.�" � ' ��.: BLOCKING G N OP OF TRUSS. SEE 1/S2.1 " CE O * 12 % * % % "PROVIDE HANGER TO SUPPORT LVL O O " % O O — — — — — — — ——— — O O O * % % O O O O O O * * " " O O 1Y4"X 9Y4"LVL PROVIDE BLOCKING BOTTOM CHORD AND NAIL 3X8 TO (2)-LVL BOTTOM CHORD, (2)-LVL RIDGE BEAM RIDGE BEAM TYR COORDINATE WITH HHUS5.50/12A TRUSS TOP CHORD ARCH,TYP. SIMPSON HANGER 3X8 ROOF RAFTER,TYP. 5 DETAIL AT TOP OF TRUSS (3)2X6 POST AT TRUSS S 2.1 1-1/2"=1'-0" CONTINUES DOWN TO 2ND FLOOR,TYP. ,-gfficLaran I I 3:- ENGINEERING GROUP I I I I McLaren Technical Services,Inc. I I I I 131 West 35th Street,4th Floor New York NY 10001 [� T:212.324.6300 www.mgmciamn.com NF r� 4 SECTION AT TRUSS LOCATION � r� � BOSTIC RESIDENCE 2.1 S 3/4"=1'-0" �'P5' ; S E C T 10 NS&DETAILS O�Ek wra�t; 3/4"=1 '-0" 10 25 23 S 2.1 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND SIMPSON RR AT EACH RAFTER DIMENSIONS IN THE FIELD AND REPORT ANY TO RIDGE CONNECTION 12 DISCREPANCIES TO THE DESIGNER. 3x8 @ 24"O.C.NAILED 1-PLY 13/x14 LVL RIDGE BEAM 8 TO 3x8 RAFTER,TYP. Y"PLYWOOD PLYWOOD TYP. 3x8 @ 24"O.C.,TYP. 12 Q 2.5 I 1x6 T&G 2x4,TYP. PROVIDE LWS310 DECKING FACE MOUNT TYP. + I + I I I + + I + I I I + 3'-'-0",TYR 9Y2"TJI 210 @ 24"O.0 CEILING JOISTS 1 ROOF FRAMING SECTION S 2.2 3/4"=1'-0" SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY 1%x14 LVL RIDGE BEAM 3x6 @ 24"O.C.NAILED TO 3x8 RAFTER 12 3x8 @ 24"O.C. 2.5 1x6 T&G PROVIDE LUIS310 DECKING FACE MOUNIT TYR + + + + + + + \ + + + 3x8 @ 24"O.C. 12 9Y"TJI 210@24"O.0 CEILING JOISTS 8 Y"PLYWOOD 3/"PLYWOOD 2 ROOF FRAMING SECTION TYP. S 2.2 3/4"=1'-0" SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY 1�4x14 LVL RIDGE BEAM 3x6 @ 24"O.C.NAILED TO 3x8 RAFTER 12 3x8 @ 24"O.C. 2.5 9Y"TJI 210 24"O.C. PROVIDEE LUS310 1x6 T&G CEILING JOISTS FACE MCOUNT DECKING TYP. 2X6 DOUBLE TOP PLATE + + \ + 3x8 @ 24"O.C. 12 8 Y"PLYWOOD Y4"PLYWOOD TYP. 3-PLLY 2X6 POST d'= cLaran �µ a=r• ENGINEERING GROUP 2X6 AT 16"O.C. McLaren Technkal SeMcea,Ine. 131 West 35th Street,4th Floor New York,NY 10001 T.212.324.6300 www.mgmclaren.com .' W 4, � � % &i BOSTIC RESIDENCE ++,, '09451 IL �; ¢ SECTIONS b �-. 3/4"= l '-O" 3 FRAMING ELEVATION XT BEARING WALL 10 25 23 S 2.2 3/4"=1'-0" S2.2 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. Y"EXTERIOR PLYWOOD SHEATHING 2x6 WOOD STUDS SIMPSON'S STRONG TIE SD9212 STRONG DRIVE FASTENERS 2" 1 a" 12"OC STAGGERED,T&B.,TYP. 2x6 WOOD PLATE,TYP. HSS5x5xYa"STEEL BEAM 2 3X8 HEADER (3)2x1D HEADER OPENING (2)2X6 POST 2 DETAIL AT HSS BEAM S 2.3 3"=1'-0" I � Ti II II MSTA36 31MPSON I I MSTA36 SI SON STRAPS F HSS 5 x 5 x% I I STRAPS - -- - - --------------- --- - -- - --- ---------------------- ---------------- I I I � (3)2X10 HEADER (3)2X6 POST 8X8 COLUMN WITH SIMPSON CPT88Z CONCEALED POST TIE Y"ANCHORS BOLTS W/2%" TILES EMBEDMENT(PROVIDED W/ (COORDINATE 4"CONC.PORCH SLAB SIMPON'S CPT88Z). ro 01 W/ARCHITECT). I G I e A jAA 16"0 CONC.SONOTUBE A G SIMPSON HTT5 HOLD DOWN AT �� EACH CORNER AND LARGE OPENING POST \/ mENGINEERING GROUP a d McLaren Technical Services,Inc. ° 131 West 35th Street,41h Floor New York,NY 10001 .G. T:212.324.6300 www.mgmdaren.com djr _ .L ur '+ � 1 FRAMING ELEVATION AT GARAGE BAY 3 TYPICAL SECTION BosTlc RESIDENCE "= S 2.3 3/4"=V-0" / ' ' OF45'IL ���T� S E C T 10 NS&DETAILS s 2.3 THREE 3/4 1 0" „ 10 25 23 S 2.3 i NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND REPORT ANY FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DISCREPANCIES TO THE DESIGNER. FRAMING CONNECTORS SCHEDULE NUMBER AND TYPE SPACING OF MANUFACTURED BY SIMPSON STRONG-TIE DESCRIPTION OF BUILDING ELEMENTS ( ) OFFASTENER FASTENERS JOIST TO SILL OR GIRDER,TOE NAIL 3-8d - SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d 16"O.C. TOP FLANGE FACE MOUNT TOP OR SOLE PLATE TO STUD,END NAIL 2-16d STUD TO SOLE PLATE,TOE NAIL 3-8d OR 2-16d - DOUBLE STUDS,FACE NAIL 10d 24"O.C. MEMBER MEMBER CAPACITY NAILING MEMBER MEMBER CAPACITY NAILING HANGER HANGER DOUBLE TOP PLATES,FACE NAIL 10d 24"O.C. WIDTH DEPTH (LBS) HEADER JOIST WIDTH DEPTH (LBS) HEADER JOIST 1"DEEP SAW CUT.FILL WITH SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16"O.C. WPU1.61/9.25 3,650 16d 10dxl 1/2" 7114'-91/2" HU7 1,610" 16d 10dx1 1/2" PLAN FOR ADD'L INFO. 6"SLAB ON GRADE.SEE POURED JOINT FILLER. #5 CONT. - 91/4" 6" 6" 3" DOUBLE TOP PLATES,MINIMUM 4B"OFFSET OF END JOINTS, 8-16d LBV1.81/9.25 2,885 16d 10dxl 1/2" 1 3/4" HU11 2,950" 16d 10dx1 1/2" 11 1/4^-1a^ FACE NAIL IN LAPPED AREA MIT9.5 2,115 16d 10dxl 112" HUS1.81/10 4,900 16d 16d d ° BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-8d - LBV1.81/9.5 2,885 16d 10dx1 1/2" 7114"-11 1/2" HHUS48 3,885 16d 16d ° • •° • d v • d d 1 �° • ° • 6449 d. RIM JOIST TO TOP PLATE,TOE NAIL 8d 6"O.C. 13/4" PU1.81/11.25 3,650 16d 10dxl 1/2" HHUS410 5,190 16d 16d TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-10d - LBV1.81/11.25 2,885 16d 10dxl 1/2" HGUS410 8,780 16d 16d JBUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"O.C.ALONG EACH EDGE MIT11.88 2,115 16d 10dx1 1/2" 14"-20" HGUS414 10,015 16d 16d 8n117/6" NOTE: CONT.WATER CONTINUED HEADER,TWO PIECES 16d 16"O.C.ALONG EACH EDGE BA1.81/11.88 3,705 16d 10dxl 1/2" 91/4"-11 7/8" HHUS5.50/10 5,190 16d 16d VAPOR CLEAN CRUSHED STONE CONTROL JOINT IS TO BE CUT VAPOR STOP CEILING JOISTS TO PLATE,TOE NAIL 3-8d - 14" B1.81/14 3,355 16d 10dxl 1/2" 11 1/4"-14" HHUS5.50112 9,155 16d 16d BARRIE AGGREGATE OR SAND, WHILE CONCRETE IS STILL IN BARRIER. 51/a"COMPACTED PER ACI IT'S PLASTIC STATE,MAXIMUM "X3"KEY CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d - 9 1/4" HB3.5619.25 5,640 16d 16d HHUS5.50/14 0,015 16d 16d RECOMMENDATIONS. 14"-20^ 8 HOURS AFTER PLACEMENT. CEILING JOIST,LAPS OVER PARTITIONS,FACE NAIL 3-10d _ 9 1/2" HB3.56/9.5 5,640 16d 16d HHU5.50 14,145 SDS 1/4"x21/2 SDS 114"x2 1/2 CEILINGTYPICAL SLAB CONTROL JOINT HAUNCH CONST. JOINT RAFTER JOIST TE,TOELLELRAFTERS,FACENAIL 3-16d = 11 1/4" HB3.56111,25 5,640 16d 16d NOTES: RAFTER TO PLATE,TOE NAIL 2-16d 3 1/2" 11 7/8" HB3.56111.88 5,640 16d 16d 1.HANGER CAPACITY MAY BE MORE OR LESS THAN 1 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d,2 STAPLES,1 3/4' - 14" GLTV3.514 5,750 16d 16d THAT OF THE SUPPORTED MEMBER;THEREFORE, TYPICAL SLAB ON GRADE DETAILS BUILT-UP CORNER STUDS 10d 24"O.C. 16" GLTV3.516 5,750 16d 16d CHECK BOTH THE HANGER AND THE BEAM S 3.0 N.T.S. BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS NAIL EACH LAYER AS 18" HGLTV3.518 9,000 16d 16d CAPACITIES. FOLLOWS:32"O.C.AT TOP 9 1/4" GLTV5.5019.25 5,750 16d 16d 2.LEAVE 1116"CLEARANCE(1/8"MAXIMUM) 10d AND BOTTOM AND 91/2" GLTV5.59 5,750 16d 16d BETWEEN THE END OF THE BEAM OR HEADER STAGGERED.TWO NAILS AT 11 1/4" LTV5.50/11.25 5,750 16d 16d AND ITS SUPPORT MEMBER OR HANGER. ENDS AND AT EACH SPLICE. 3.REFER TO MANUFACTURER FOR ADDITIONAL 51/4" 117/8" HGLTV5.511 9,000 16d 16d ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS: 14" INFORMATION. GQ5.50-SDS3 18,680 SDS 1/4"x 3" SDS 1/4"x 3" TOE NAIL 4-16d - 4."VALUE MAYBE INCREASED FOR DURATION 16" GQ5.50-SDS3 18,680 SDS 1/4"x 3" SDS 1/4"x 3" FACE NAIL 3.16d _ OF LOAD. RAFTER TIES TO RAFTERS,FACE 3-Bd - 18" iGO5.50-SDS3 1 18,680 SDS 1/4"x 3" SDS 114"x 3" 1.31d WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL 12" 3 6-10d COMMON NAIL OR SHEATHING TO FRAMING,AND PARTICLEBOARD WALL (TYP^) SAME SIZE & STD. HOOK SHEATHING TO FRAMING Bd DEFORMED NAIL FRAMING CONNECTOR SCHEDULE FOR STD. 900 SPACING AS 1/2"GYPSUM WALL SHEATHING 1 1/2"GALVANIZED ROOFING 4"AT EDGE;8"AT SAWN LUMBER HOOK WALL REINF. NAIL;6d COMMON NAIL; INTERMEDIATE SUPPORTS (MANUFACTURED BY SIMPSON STRONG-TIE) STAPLE GALVANIZED,1 1/2' 1 A I LONG;1 114"SCREWS,TYPE ° . d W OR S SINGLE JOIST-TOP SINGLE JOIST- °° : ' °d °d a' 'dV. i. 5/8"GYPSUM WALL SHEATHING 1 3/4"GALVANIZED ROOFING 4"AT EDGE;8"AT FLANGE FACE MOUNT d d a ° A ° NAIL;8d COMMON NAIL; INTERMEDIATE SUPPORTS d a o•. ° d ° . STAPLE GALVANIZED,1 5/8" JOIST CAPACITY NAILING CAPACITY NAILING d :° LONG;1 5/8"SCREWS,TYPE HANGER HANGER SIZE (LBS) HEADER JOTS r (LBS) HEADER JOIST WORS ° � 2x6 L626 1,380 4-16d 2-10dx1 1/2" U26 800 6-16d 4-10dx1 1!2" WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR 6d DEFORMED NAIL 6"AT EDGE;12"AT d 2x8 LB28 1,270 4-16d 2-10dxl LU28 1,065 8-16d 6-10dxl 1/2' d 4. d co � UNDERLAYMENT TO FRAMING(3/4"AND LESS) OR Bd COMMON NAIL INTERMEDIATE SUPPORTS �- 200 LB210 1.550 4-16d 2-10dxl 1/2" LU210 1,330 10-16d 6-10dxl 112" SAME SIZE AND SPACING NOTES: 2x12 L8212 1,580 416d 2-10dxl 1/2" LU210 1,330 10-16d 6-10dx1 1/2" d ° d AS THE H O RIZ. REINF. 1.REFER TO TABLE R602.3(1)OF THE RESIDENTIAL CODE OF NEW YCORK FOR ADDITIONAL INFORMATION. d 2.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER]INFORMATION SHOWN IN THIS TABLE. DOUBLE JOIST-TOP DOUBLE JOIST- d a . . FLANGE FACE MOUNT FOR REINF. DETAIL, d FOR REINF. DETAIL, .d -SEE WALL SECTION ° -SEE WALL SECTION MULTIPLE-MEMBER GIRDER HANGER CAPACITY NAILING HANGER CAPACITY NAILING SIZE (LBS) HEADER JOTS (LBS) HEADER JOIST ° 4 CONNECTOR PATTERN NOTE: 2-2x6 WNP26-2 3,255 2-1Od 2-1Od U26-2 1,065 8-16d 4-1Od ASSEMBLY A ASSEMBLW B (1)6'SDS OR SW SCREWS CAN BE USED WITH 2-2x8 WNP28-2 3,255 2-1 Od 2-1Od LUS28-2 1,265 6-16d 4-16d iv PARALLAM PSL AND MICROLLAM LVL,BUT ARE 2-200 WNP210-2 3,255 2-1Od 2-1Od LUS210-2 1,765 8-16d 6-16d NOT RECOMMENDED FOR TIMBERSTRAND LSL. 2-2x12 WNP212-2 3,255 2-1Od 2-10d LUS210-2 1,765 8-16d 6-16d AT CORNER AT TEE INTERSECTION (2)31/2"AND 3518"LONG SCREWS MUST BE NOTES: LL INSTALLED ON BOTH SIDES. N VARIABLE SLOPE 0 a (3)6"LONG SCREWS REQUIRED. 1.LEAVE 1/16"CLEARANCE(1/8"MAXIMUM) O w u iv SEAT JOIST HANGER BETWEEN THE END OF THE SUPPORTED 2 TYPICAL CONCRETE WALL INTERSECTION DETAIL (5)B LONG SCREWS TO MATERIAL z O (5)BOLTS ARE TO BE MATERIAL CONFORMING TO JOIST AND THE HEADER OR HANGER. N.T.S. v ASTM STANDARD A307(MACHINE BOLTS).BOLT CAPACITY 2.REFER TO MANUFACTURER FOR $3.0 -0- 1 3/4' 1 314" JOIST NAILING HOLES ARE TO BE THE SAME DIAMETER AS THE HANGER ]LBS) ADDITIONAL INFORMATION. BOLT AND LOCATED 2"FROM THE TOP AND SIZE SNOW HEADER JOTS r 3."INDICATES POSSIBLE NEED OF PLYWOOD BOTTOM OF THE MEMBER.WASHERS SHOULD SHIM IN HANGER. 3 1/2" 51/4"' BE USED UNDER HEAD AND NUT. 2x10 LSSU210 1,275 10-10d 7-10dx1 1/2" 2-PLY 3-PLY' 2x12 LSSU210 1,275 10-10d 7-10dxl 112" 6 12 tOd(0.128"X 3")NAIL 10d(0.128") 3")NAIL 18 24 CL4 SDS SCREWS 1/4"X3 1/2" SDS SCREWS 1/4"7X3 1/2" C 6 ORWS351/4"X6"OR ORWS351/4'XE6"OR A. ` U 8 WS6(1) WS6(1)(:(2) W4z a +� .,o ,�.•r . V 3 3/8"OR 5" 3 3/8"OR 55" 6 • I TRUSSLOK TRUSSLOK(;(2) ' 8 y AI py t ski 4 OR 6 SCREW 8 SCREW NAIL CONNECTION 4 BOLTr'I°��� 2 XTHE DIAMETER OR LENGTH CONNECTION CONNECTION 10D(0.128"X3")NAILS, CONNECTION 16"0 CONC. #3 CIRCULAR OF THE LARGEST HOLE(MIN.) TYPICAL.STAGGER TO SONOTUBE TIES AT 12" w w PREVENT SPLITTING o ACCEPTABLE AREA FOR FIELD SDS OR TRUSSLOK SDS OR TRUSSLOK HANGER AS CUTTING OF PLUMBING HOLES '� 'I SCREW,TYPICAL i' SCREW,TYPICAL SPECIFIED 2"SPACING,TYPICAL ml CLaren ENGINEERING GROUP •• I•' I'• McLaren Technical SeMces,Inc. � 2",TYPICAL I 2",TYPICAL I I 2",TYPICAL _ O _ I I I I I' I I I•' I I I•• 131 West 35th Street.4th Floor _ ________J I :: TOP AND I TOP AND I I TOP AND New York,NY 1"I 2"G-1 I I: I y I 2",TYPICAL I: T:212.324.830g www.mgmclarenxom Typ (6)#4 BARS `I, BOTTOM BOTTOM k k � ,� TOP AND k BOTTOM �, i i �, 3"0 OR 3"SQUARE OLE(MAX.).CONTRACTOR TO i i i i i � BOTTOM w COORDINATE WITH ENGINEER FOR REINFORCING �� �/ 8%10" SONOTUBE DETAIL REQUIREMENTS AT LARGER PENETRATIONS PRIOR T M PROVIDE 2 THROUGH BOLTS EACH �„._.._,_••�,__ _„ ,� -_�..._„-a_ �,, FIELD CUTTING SIDE WHEREVER A CONCENTRATED PERMITTED HOLE ZONE EQUAL SPACING 1 1/2 MINIMUM LOAD IS APPLIED TO MULTIPLY LVL 1/3 SPAN 1/3 SPAN 1/3 SPAN 1/2 BEAM DEPTH SPACING,TYPICAL BEAM.COORDINATE HANGER SIZE THERE MUST BE AN EQUAL NUMBER OF AND BOLT PATTERN WITH ENGINEER B O S T I C RESIDENCE NAILS ON EACH SIDE OF THE CONNECTION TYPICAL DETAILS 3 TYPICAL SONOTUBE DETAIL 4 ALLOWABLE HOLES FOR LVL DETAILS 5 TYPICAL POINT LOAD CONNECTION NTS S 3.0 1/2"=1'-0" N.T.S. S 3.0 N.T.S. 10 25 23 S 3.0