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HomeMy WebLinkAboutChula Vista Home, LLC Glenn Goldsmith,President ��� �� ' Town Hall Annex A.Nicholas Krupski, Vice President ' � 54375 Route 25 Eric Sepenoski CIO P.O.P.O. Box 1179 Liz Gillooly ��� �� Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:iAoveM64 sju Completed in field by: Islandwide Engineering & Land Surveying on behalf of CHULA VISTA HOME, LLC requests a Wetland Permit to construct a proposed 3,325sq.ft. total square footage two- story, single-family dwelling with a 32sq.ft. front covered porch and attached garage, a 21.8'x18' covered lanai, a 12'x15.7' covered on-grade patio, install a 285' long by 4' high (maximum height) concrete retaining wall along the seaward side and side yards of the property with 6'x4' seaward steps down; plant 3' high native plantings along the retaining wall; install an I/A type sanitary system landward of dwelling; install a stormwater drainage system; install a/c units with a 5' high privacy wall; install underground electric and water service; install a gravel driveway; approximately 200 cubic yards of clean fill to be added surrounding the proposed dwelling to raise the grade; install silt fencing prior to and during construction; and to establish and perpetually maintain a 50-foot wide Non-Disturbance Buffer area along the landward edge of wetlands, and the area between the retaining wall and buffer to return to its natural state of vegetation. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3- 4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: vl"Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: e'V''V tads 1i ft f M) IAW-L 0" Rr,O .L4 B i nC ,U P-i11 Present Were: G. Goldsmith v/N. Krupski VX E. Sepenoski � L. Gillooly \/'E. Peeples z w Z en \ � 0 y c) \ TOWN OF SOUTHOLD Z rn SUFFOLK COUNTY, NEW YORK LL- o w U \ SCTM: 1000-90-3-4 0 \ NEIGHBORING RESIDENCE z z FEMA FLOOD \ FEMA FLOOD \ FEMA FLOOD ZONE AE EL. 6 LINE OF SECOND ZONE D ZONE X FLOOR ABOVE TW=8.0 PROPOSED ROOF OVER TW=8.0 DWELLING PORCHWITHSTEPS N 41.39' E Bw a.o PUBLIC WATER 264.72 �1113W=8.0 - - - - - -- _-- I ......._._-- (q" y 7.48' X 4.3 X 11.j, 11.2 s �} X 9.78' 0 _ !Ji MHw'� y y T y PROPOSED y y - �, 1 m 06 -y --�----•_� '�I('', y CONCRETE STEPS H 10.1 I ' 5x-N o,5-2.. __. DWI - w z� TO ACCESS PATH ' i / I 11.0- I I I I ♦_ I II t_ 1 W 3 F� OCT 2 2 7n25 0< m N� }U� y (�'i \\�� y J• y y y y � y y y � i^ I I w / r-----. O y y y y y y W y 21.7 -L --�J V 11 11 iD1// �� Southold Town y I Board of Trustees yX'3.9 y y t -- P - . W L x I 1 .4S'6.T SLYPERMITT X 4.1,E "T PROPOSED I 1 L - I 1 1 TEST i 111......��� ED q'WtpE ACCESS P y y COVERED LANAI I PROPOSED TWO STORY 1'_ I„ 1 PROPOSED I/A O I Z W X 4.2+' W W •� W + y W . .� W ATH y/ ;I DWELLING ON SLAB I T` co, 1 �� � O ,\' HOLE W W LAWN AREA (3 PROPOSED BEDS) I I / 00• ` 1STR. 3,325SF O I AREA TO RETURN TO�y 'y PROPOSED 1 I 1 "TOTAL LOT AREA = TW=8.0 a 2ND FL=2,100 SF I I \ C/J CL y W W NATURAL VEGETATION COVERED ON W 24,915.4 SF OR -\B'y=4.5,. E PATIO ) FF EL=10.7 243' O c4 +• +• 0.572 ACRES (-469 SF) y W - GRAD 1 1" I I. I I 1 \ I \_W W .• . R .• . .� \ ` X� _ 1 I 711 II PROPOSED 1 O\ "X 4-7 `PROPOSED E 120' -"'IQ.7' I ., . ,. ,. . .� . I 11 LINE OF I r___-- JI GARAGE I I RIM=8.6� SILT FENCE \ I� 1. I I GARAGE II I GF.EL=8.7 \W W 4.5WBELOW y �----� K 1\ 1 1 O cl it 120' 42i _ d TIDAL WETLANDS BOUNDARY -� W . .� W y___�'4.0- AS RAGGED BY SOUTHOLD r TOWN TRUSTEES Sept 2019 S y!y 't ,. W .y W W W .. y . W y W y W W \ ' a: 1 U} aM 312� '\ y yW . 9s�0a � WW � yWWy�l �W / C a> ✓M`, .9 \\\` X 5. \� __ _ Tic-nF _`_ru Zan rL--'�- \ x 2.8 S 4f'39'30" W DWELLING22�3. m=9.D 11�'p W \ 50'PERMANENT NON-DISTURBANCE TW=8.0 PUBLIC WATER 1 II 1 BW=8.0 BUFFER UNDER NYSDEC BW�.4 PROPOSED 6 HIGH PERMIT NOR-4738-04860 00001 FEMA FLOOD PROPOSED CONC PROPOSED WATER Fi4 Z \ PRIVACY WALL ^ >> z � PAD FOR A/C SERVICE 1 FEMA FLOOD w ZONE AE (EL 6) EQUIPMENT FEMA FLOOD PROPOSED PROPOSED 1 ZONE X ^ y Q ;' PROPOSED ZONE D GRAVEL DRIVEWAY UNDERGROUND 0-4 DRYWELL(TYP-3) PROPOSED CONCRETE ELECTRIC WE LOT10:N� I w RETAINING WALL SITE PLAN \ NEIGHBORING RESIDENCE LAKDRD E Q LL SCALE:1"=30' I w w PROJECT U 0 15 30 LOCATION C/) r-4 NOTES: 1, ALL PROPOSED SANITARY LINES TO BE 4'0 SDR35 PVC PIPE LOCATION MAP UNLESS SPECIFIED OTHERWISE. 2 NO NEIGHBORING PUBLIC WATER THE ROPOSEDSANITARY YS EMUPPLYWELLSWITHIN150FTOF PROJECT INFORMATION 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. �," =` "� -7 Z OJ 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE EXIST.GRD=10.0 PROPERTY OWNER. CHULA VISTA HOMES LLC J a'O,- AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. 375 DEPOT ROAD Q DAR K BROWN AM CL HUNTINGTON STATION,NY 11971 0 j m PALE BROWN FINE ZONING: R-00 f - ! J. - U)r O a;O a 1.0'-3.0' SM W a U w TO COURSE SAND Y TOTAL LOT AREA: 24,915.4 SF OR 0.572 ACRES Y O w °O 3 WATER IN BROWN TOTAL WETLAND AREA: 1,814 SF Q�3.0'A.0' i .1 t J L o= FAT CLAY ML HIGHESTEXPECTED LOT COVERAGE _� - �, o F- a WATER IN LIGHT BROWN GROUNDWATER EL.2.5 _J O wo 4.0-8.3 COURSE SAND SP , .rLD WATER GROUNDWATER EL.1.7 DESCRIPTION AREA PERCENTAGE , a BORING BY:MCDONALD GEO ADJACENT AREA(UPLAND) 23,101 SF 100% J f 8.3'-17.0' WATER IN BROWN SP SCIENCE MAX ALLOWABLE COVERAGE 4,620.2 SF 20% FINE SAND TAKEN OI.APRIL 24,2018 PROPOSED COVERAGE 5 `�'r��. �'" N PROPOSED HOUSE 3,325 SF 14.39% -"/ ` / .-'. ae. J "� d'd LL NOTES: 7, a� - O GROUNDWATER ENCOUNTERED AT 8.3'BELOW GRADE. PROPOSED LANAI 8 PATIO 557 SF 2.41% L�d46 F- TEST BORING HOLE PROPOSED COVERED PORCH 32SF 0.14% anaa 7 W N.T.S. TOTAL PROPOSED �11 �I ✓ V) 1 COVERAGE 3,914 SF 16.94% z w TOWN OF SOUTHOLD z SUFFOLK COUNTY, NEW YORK � �N�� z SCTM: 1000-90-3-4 x 00 j _ 00 x W U O o w 1 ZD c7 "with, ,' E w� ¢PREVIOUSLY APPROVED I `RESIDENCE UNDER PRIOR Is� < x yTu APPROVED TRUSTEES PERMIT#10343 PROJECTED PIER LINE TO L_ I 3VJl Z NEIGHBORING HOUSES - gOarG' Z — w0� — — ———— ———— COVERED LANAI WALL BEYOND L_U EL DRY.,I,I S Y�,�oRC 'frPn � j i r n � i A O 2 STORY PROPOSED 17 X 15.T fRU/E DIYEUNC u COVERD ON GRADE PATIO )9T- 10 J' PROPOSED RETAINING WALL / m u> O MAXIMUM EXPOSED WALL TOP OF WALL=8.0 f� z> . t" i HEIGHT SHALL BE 4'TALL w \ / ' PROPOSED NATIVE FINISHED GRADE z O 'w \ ---- g LANDSCAPE PLANTINGS TO Z ` BE MIN.T PLANTING HEIGHT w h z i PROPOSED 4'z6' STEPS TO GRADE w = > qz \ - FINISHED GRADE.SEE SITE PLAN EXISTING SHORELINE j FOR BOTTOM WALL ELEVATIONS EXISTING GRADE / \ _ PROPOSED RETAINING WALL CONTINUES W /" \ ALONG BOTH SIDE YARDS AND ACTS AS A BARRIER UNTIL MEETING EXISTING GRADE cs SECTION A-A /- N.T.S. cn 1-4 a z o wy 9zm 0 W FT- 0 rzm w� m Yz�N z0 , g0LLa �o o L(D 0 N LL PIER LINE PLAN ,— N ° SCALE:1"=50' w w 2 0 25 50 U) 8899 Timberwilde Dr. Suite 2 Bonita Springs,Fl.34135 (239)431-1818 All construction shall be in accordance with the 2018 I.R:C.and applicable local jurisdiction amendments. Written dimensions on these dmwings have precedence over scale dimensions.Contractors shall verify and be responsible for all dimensions and conditions of thejab. SFD shall be notified In writing of any variations or disc reppncies from the dimensions,conditlonas and specifications shown these drawfn e. r A� � $ C'M � W § ' u <� z CM �z g04 z 2P W g$ �- 1i uN a ow gg N� „ryNgpp y I Nh J (3;�a °, am Q g O Ali �� Q9 ilk Hs Atoll ? . 0 uGi u+ E z WQ 00 000 00 __ LL 0 0 ¢aa �� ea. v02 W Nwa z $g §$y y Q figs U 0o IQ �I � I� � e C7% GC Lu �O � o = wIX o 8.G � �r`!, %j ✓ O X L.I_ O Z �OC�0 J U L 2 3 2025 I f M WFn M a LO 000o E N z a _ .. Southold Town. F— Board of Trustees o CD tno � Revisions No. Date DRAWING LIST 1 2 3 A-1- COVER SHEET 4 A-2- SLAB PLAN Drawn By, J,E, A-3-FIRST FLOOR NOTES PLAN Plan No: G2-3730-S A-4- FIRST FLOOR DIMENSION PLAN Date: 3-24-2025 A-5-SECOND FLOOR NOTES PLAN coerman ui coPrarcarr swm cvw omen s¢. A-6-SECOND FLOOR DIMENSION PLAN A-7-FIRST FLOOR ELECTRICAL PLAN A-8-SECOND FLOOR ELECTRICAL PLAN9h A-9-FRONT AND RIGHT SIDE ELEVATION A-10-REAR AND LEFT SIDE ELEVATION A-11-ROOF PLAN A-12-BUILDING SECTION AND WALL SECTIONS A-13-DOOR&WINDOW SCHEDULES SHEET COVER SHEET A-1 CONSTRUCTION SET NOTE: i ? ALL STRUCTURAL ASPECTS OF THIS PLAN ARE l 1Ba° 2B-0' Sr 84' S4 6-0' 134 DESIGNED FOR A SPECIFIC SITE FOR WHICH THIS 1 ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT iP-0' 13'1Y IS NECESSARY FOR THE BUYER OFTHISPLANTO I HIREANARCHITECTORSTRUCTURALENGINEER 8699TimberwlldeDr. 1 LICENSED IN THE STATE WHICH THE PLAN IS TO BE Suite 2 CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN Bonita Springs,FL 34135 DRAWINGS AND ADDRESS AND SPECIFY ALL 9 ' STRUCTURAL ASPECTS AND COMPONENTS, (239}431-1818 [ INCLUDING BUT NOT LIMITED TD,COLUMNS, FOUNDATIONS,CONNECTIONS,AND WALL Re THICKNESS,REQUIRED FOR PERMIT AND All construction shall be In CTION OF THESE PLANS.THE RTIFIED $ STRUCTUURAL DRAWINGS ARE TO ACCOMPANY THIS 20188E I.R.C,and pp POOL EQUIPMENT PAD a $ $ applicable $ yq � PLAN DURING CONSTRUCTION AND OTHER USES. IOcalfUfl6dICI10n OVW pgEp P11( VANE amendments. y m DER Wd11en d'onensions on These dmwlnss have pmcedenw over r--1 NOTE: Scale lLmereions.Contmc[ors shall .. ALL STAIR RISERS,TREADS,BEAM HEIGHTS,AND PROVIDE WATERa; y YerBYaod II,Lesponsi"a forall - D.GREF DIMENSIONS TO BE COORDINATED WITH LINE Wl VALVE ENGINEERED DRAWINGS.ANY DISCREPANCIES mme05h1n5 BIdO7f1�IdWIS 011heIDb. v:ddngafeny E FOR ICE MAI�R a YaFi6dOn6 Q fAafAePanSVre fmm ale H e'-T SHAH BE DESIGN FOR REVIEW ATTENTION OF SOUTH dmenslOn3,OOndiWns and FL STRUCTUORDARAL CONSTRUCTION. DESIGN FOR REVIEW PRIOR TO nSlonT0 SIInd Ih IX!dmvYl S. COLUMN,SEE - R7 CONSTRUCTION. STRUCTURAL - DRAV.ERl DRAWINGS $ — _--- ® --- $ n L�SLOPE ISLAND TREADS AND R SERS® CONDITIONS.BUILDER MTO VERIFY ALL EXTERIOAY VARY DUE TO FIELDR >$' NOTE: (q COORIOPWIHOW STAIR WITH SITE CONDITIONS BEFORE START OF u $ VERIFY CONC.STAB m a:-04• 6-1P 174' CONSTRUCTION za 9 $ ELEVATION,MAY VARY BASED LANAI FI FlA $ to ON FINISH TO RE SELECTED - 13q .4 co D o c O I FOUNDATION TO BE ENGINEERED " r9 N a:aa ISLAND asr. n �� o s M $ FIN.ROOft e " STRUCTURAL ('V i • COLUMN,SEE PROVIDE ______________ S"r rw Z $h i RECESS PER STRUCTURAL Gq DRAWINGS L MFG.SPECS. g Z a r STRUCTURALG��� 64P 174' S F w? v t3 DRAWINGS PROVIDE IN SLAB NCTE a J ,$ ,�.C . S p ' CO NDUITFORELECIRIC VERIFY CONG SLAB p�vQ g y�E_ O ¢T SERVICE TO ISLAND 4q P-0• ELEVATION,MAY VARY BASED �� Z 1gI Pq 1Pq ONFlNISHTOBE SELECTED Zd W Q E g 0 F'L ZE 21'b' g e3an m 4za Ogg 1Ty�ry{ � FLOOR OUTLET FLOOR CUTLET $ C p `g p m &L e T BE LOCATED O LOCATE IN TO D a THE CA THE FIELD aa-r boo d�g9 a N YFlNj�.It NOTE a.P-0' s�i< ex g?E LU S EE STRUCTURAL ENGINEER'S N.BOOR 7'q Wan = Z 3 2 DRAWINGS FOR ALL STRUCTURALUU X DETARS ANO wFORMATION. PROVIDE RECESS b " J pp S$ U �`9LOPE REINFORCEMENTINWALLSTOBE PER MFG.SPECS. Yq Za�� dF�c'3 J RRAL2•T RISERS ENGINEER Y U SLOPE/1 1-12'TREADS T.. BUILDER TO VERIFY RECESS T— DESIGN BY OTHERS POOL DEQ FIN.F R DIMENSIONS DlooRs uO M�AFNUFAGTTURRER 2LT S4' $ POOL&POOL DECK fl.g4 SLIDINRECEG IGLASS DOOR JjNOTF' .ISEWALTO FINOVE ISHED FLOOR ELEVATION AND AB IaLI REOUIREO FLOOD ELEVATION cr W TO z Y VERIFY CONC.SLAB ELEVAmON, C3 I I MAY VAERGTEO )N FINISH TO v O O i • P I 24W O II 3 i N �II CQ O QLLJWI STRUCTURAL PROVIDE II N MD � LL O Z COLUMN,SEE RECESS PER �y `-+ TW STRUCTURAL MFG.SPECS. �-gll h ` J w ' " DRAWINGS 11 11 SLOPE M Q Lo Y I II F 18'-r R-1r @-T I °p �� u Z CD O RC-CE5511Ir® SEE I�1 V) G4SLOPE SLIDING GLASSDOQI MANUFACTURER'S 191-F S4' SPECS FOR TUB a'qb• _ ___, _ _...4'-s i r'.y z 11'E' - D ANO GRRAM a '4 Revisions AINL LOCgTION. 1p 1'-1P 11`-T $ $ fl:Pq ——— �_ NOTE:GARAGE SLAB F wSERS fl:-04• 4-RISER 3LOPFSrFROM -® £ LANAI FIN.RA FI.FL00 H H SLOPE TO FRONT I V � �� T= No. Date Ig{pvfry Ii 2-��TREADS C.^1E Si i j W $ 6'TF➢CKENAB /I h a SLAB JJJ 11' I q u� aW. SLOPE�� f -r 4'RECESS /\ E N WATER HEATER TO BEAT OR I f� 3Dm SHOWER HANDHELD I F a.•1•iP ABOVE REQUIRED FLWD I II �i43 I S.H.AND CONT. I oo S �iARAGE N. ELEVATION 3T-0• 78 JI)I< 2 3 2025 i 01 Wn By; IE, i� o C0 T• L e t Pl NO; G2-3730-S i PROVIDE RECESS SLOPE Dale: 3-24-2015 PER MFG.SPECS.$ G` + I I " f - Soutllofd Town��JJJ caa nuocFrt+>GIrwv�Fwn,Daanca. Board of Trustees -f d"• l"8"dNAVD1 wn 'STRUCTURAL COLUMN,SEESTRUCTURAL STRUCTURALSTRUCTURALMN,SEE Y-2' 2'RI9ER 214'6' DRAWINGaSTRUCTURALDRAWANcsJ �-0 17-0' 148 2Y•2' 4y-0•9wAEC EQUIPMENTTO BEAT OR ABOVE REQUIRED FLOOD ELEVATION YWALL SHEET I SLAB PLAN _ I SCALE:114•=1--W 2 i CONSTRUCTION SET i AREA SUMMARY sass Timberwude Dr. Suite 2 FIRST FLOOR Bonita Springs,FL34135 (239)-431-1818 MAIN LIVING A/C 2523 S.F. - COVERED ENTRY 31 S.F. All construction shall be in GARAGE 768 S.F. accordance with the 2018 I.R.C.and applicable COVERED LANAI 556 S.F. local jurisdiction amendments. Written dimensions on these SECOND FLOOR drawings have precedence over LIVING A/C 1204S.F. �leddim�ennsand con sions.Contractors shall ponsblefora0 dimensI.. lilie'a of the Job. x TOTAL A/C 3727 S.F. SFD shall be nohfied In writing of any POOL EgUIPMFMPAD 129 132 variations or discrepancies from the ,2a +31 GRAND TOTAL 5082 S.F. dimensions conditions and O.H CAB O.H.CAB O.H.CAB 127 130 - Spadficaons shown the3C drawinge. --_ DBL ------ ---- x.a OVEN pR):P INK CO A - CABINET - STRUCTURAL COUM1e7, - - _.... ?I COFFEENAIlFA AeOVT:SINK GENERAL CONTRACT BUILDER RESPONSIBLE NOTE: 'w o § CONTRACTOR! LD SRE IB E ALL STRUCTURAL ASPECTS OF THIS PLAN ARE > SEE STRUCTURAL ® r—, +2O-O +" 10, TO ENSURE THAT ALUM.SCREEN ENCLOSURE DESIGNED FOR A SPECIFIC SITE FOR WHICH THIS DRAWINGS 11- ®� I i ———— —— MEET3 OR EXCEEDS THE RESIDENTIAL SWIMMING ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT zu u.c.REF S e' '-7 102 a I t„y 11'-10' 3'-0' POOL SAFETY ACT IS NECESSARY FOR THE BUYER OF THIS PLAN TO � _� CD m HIRE AN ARCHITECT OR STRUCTURAL ENGINEER ¢r a r _ Gti 4-f-�ST.RL=R.AL LICENSED IN THE STATE WHICH THE PLAN IS TO BE c w g g STRIKMNL COLUMN, - STUCNRAL COLUMN,SEECONSTRUCTED TO PROVIDE STRUCTURAL DESIGNSEESIRUCTURAL sTRUCRIRALeEAM, KITCHENS L J STRUCTURAL DRAWINGS - DRAWINGS AND ADDRESS ANDSPECIFYALLDRAWINGS SEE STRUCTURAL �-... ._ --.. I DINING NOTE: STRUCTURAL O DRAWINGS SUMMER ELECTRICALCDNTRACTOR'ANOORSECURnY NCLUDINGB NPOTLMITEDTO.COLIMNSIONS,AND WALL, r 3 g ITCUL p05 SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO zLO 618'4"X 12'-8" ,pS ENSURE THAT ALL DOORS AND WINDOWS THICKNEFOUNDASS,REQURED FOR ERMIT DLDOKTOPYYIHOOD PROVIDING DIRECT ACCESS FROM THE HOME TO toT ALARM COVERED El:b'-d'Jti N THAT HASOOL A MINMILL BE MSOUEQUIPP o RESSUREH AN ATINGOSSTDUCTURAL DRAWINGS AR OACCOMPMlY THis �oFIFTTHAT HAS A MINIMUM SOUND PRESSURE RATING OF wuNAFLRKITCHEN PLAN DURING CONSTRUCTION AND OTHERUSES. awu 8=e �'�85 DECIBELS AT10 FEET smuLRURALBEAN, LANAI 18'4"X 17'0" -- -- - - < mOSEESMUCTURAL 12 CLG. 1T CLO. UNEOFFLOOR IDS a�i Z DRAWINGS ABOVE T'P.- ITCLG. 109OFINBOOR I I _ _ NSIRUCNRAI COLUMN SEE NOTE: OI--e1Ya=-I ALL WINDOWS ANO DOORS TO BE BY SELECTED eeSTRUCTURALCOWMN, L—J I STRUCTURAL oftAWWGS BYOWNFR(SEE BUILDER FOR DETAILS) uw u m IsSFESTRUCTURAL w 128 12 CLG. COORDINATION OF CONSTRUCTION,INCLUDING5 h DRAWNGS A-tG J VERIFICATION OF DIMENSIONS 8 FIELDG�SLOPE Z ALCOLUNN,SFE CONDfTIONS,IS 7HE RESPONSIBILITY OFTHE as e3JLINE OF FLOOR / b CONTRACTOR.ANY DISCREPANCIES SHALL BE �oz d s S aPAL DRAWINGS o w 1ABOVE,TIP.-J 21'B'CLG. 2ITCU3 BROUGHT TO THE ATTENTION OF THE DESIGN FIRM B Lu PRIORTOSTARTOF CONSTRUCTION. w� 0VSTRUCTUPALBEAN, STRUCTURALCOLUMN <w� ii A SEE STRUCTURAL SEESTUCTURAL I I I DRAWINGS DRAWINGS 2fa'CLG. —— —— —T-W We — —— 1= 107 I I - ENTRYRN.FULL ENTRY w p -- -- -- -- - - — — 1 +— — - - I - -I - - -FUYEf - s— — - - - - - _I X: z Y GREAT ROOM I I 2PCLG I 101 119 2-rRSERs �// � 2 SLOPE/� 1-IrTRFAD CO O w t7 DESIGN BY OTHERS POD-DEr FN FLR h I 24'4"X 21'0" i STNRNME: —— —————— w I T— r� rr�r /x � J FL:4u• 21Tsns°wslsTs,zo,?TREDDS [(�—f O 3 POOL 81 POOL DECK I I Aa„' —' [� w 3fi'HIGH Q LaL p L -- -____ _— b HAAORN (� LU w In CDi. 218'CLG. _ RAT ` J w J FLATOPENING OPENING TOP - --- J.UL Z 3 2025 Lo Se '" ---- RODBSHEIF-- --- I I I I I I•nn, U 112 I I 1-I.G. I I I 15 I I I t 1zo Iz1 O 1TCL0. OOL I Ip L1J.J I ' I' 1-1— .- - .Southold Town CD C ; BATH �I L—ROD BSHELF ,1'CLO. I i L Board of Trustees In 106 FLATOPENINc 3 of W.I.C. �LL 10 ill 124 TOP�IO AF-.F ,aCiG. �I ,z1AG. IEd , --11-3 — UNDRY SLOPE I Revisions VWOOD FRAME WALL STRUCTURAL BEAN ® WI R-19 INSULATION No. Date SEESTRUCTURAL CLO. to 1 DRAWINGS 115 L— 116 ROD85HELF Jp 8 ------ L --J I - .III —————0.O— rIIII EL 0 H LINE _ I d2H/IG.M..M\EE..._.: I1T C1L2G3.§ III III 1,'8'CLG. II II 12 C�1L2G2- O H.0 IIL`O"N .CAIIB - IIIIi .axr2 STRUCTURAL COLUMN, -�SLOE 1zac. OFFL — ASTE IQ 3 3 WALLWITEMP 4'RSR RAWNG GL SHOWER 114 12SCLG. BATH18 OLDOREOOtBEWEER 4 WOOD FRAME WALL fi r ,SEE STRUCTURAL URE 3 CAR GARAGE W1R-131NSUTATION 3-fi'REM Drawn Lm,B y«:°«Jm«;.�sm, E1.'ABOVE flLMNGAREA 1RQ0. 2-I+'TREAW 21'p X 392 STRUCNRABEAM, F6 4 I e OE LWEOFBOOR Plan No: 62-3A7 3 "0mb a-0eS SEE STRUCTURAL 1 ASTER E' I m Fn-I -- ——————————————— Date: 3-24-2025 COVERED DRAWINGS UI T I I 4 WOOD FRAME SE WALL WIR-13LANAI SLOPE✓�INSULATION I11Dp0EEITCL. AIN 12'CLG, I I18 8 X 14 8" HAND HELD ' BCLG. 11:4-101 €RN.FLR I CONT. O.G. G J zu ra zo ©COPYRIGFT2016,WN.PAE OR BT 2CLG REQUIRED I '� 51fUC7UtALCOLUMN, 22 ' South Florida Design,INC. 6EESTRUCTURPI , �C ORAMNGS PANE T`SLOPE 12G. s 4a«w�exr"e i.I I O 0 :.- •:. ..•avrm„owunu.um.«mnvw.�m�erm -.. _, STRUCTURAL ODUUMN,SEE ems am,ver w+mcv«cv a.�wm r.m:ruu vmru+«.mwnnexuaxun STRUCTURAL 410'%1'ff'OPEMNG, 103 2 DRAWINGS sx ElEC7RIC �ORAWINGS TOP 10'0.FF. METER AO L3 AA;&2 AIC 51 SHEET s IacH PRIVACY WALL oVE EQUIRED 1st FLOOR NOTED PLAN A_3 FLOOD ELEVATION SCALE:11C=1'.0' CONSTRUCTION SET i �.a 8899 Timbenvilde Dr. Suite 2 e-4• ++'-P iPa' zua' s-r 6'j' S-r n'a IN, Bonita Springs,FL 34135 {239}431-1818 r-0 s All construction shall be in accordance with the 2018I.R.C.and applicable § localjudsdicdon amendments. � !I _77- ... Wdtten dimensions on these `" -- -- le� pe sa d +ens�DWors shall H q li �; vafify and be responsible for all ! �� dimension and conditions of thejob. § - -_ _ L1...1_ 1��� 61P r` TV � b SM shall be notified in writing of any g• g 2pa• ra variations or discrepeneies from the 1-_ dimensions,conditions and spedficaUons:Mb thesedrawings. TT 121d 19'fi ' z a F a e a b a r . CD CD 4 z a r 2 z 4 I zra r-0 -- —s•fo. _ Sze-- — tsa• r o Is s =I n in S-0' ¢N Z z 06 QE a 50 $ 21'4Y g, j ! z° o G w s € b z=o o�g=s V- _ § a z a w i � i N Y oIJ�O Q i e ! i i Ora I ! m f I Pr W p 1 w I N'•iP IfT7 1 a' S-r•- SJr N Z f iYUj Y 17a'-d -- -- -- --- 1sr — -- — -I s-0�' 14 = t�-; IX -- -- m s 1P m s-0 --; a s• l a, I I -0, s'-e• 9'-W a-g (V J O 1 s-1P E tall I I I I I I I I s � O Q W W L ' A ij II < 1 JI_ L Lr�• -.-,.:: - Q ILL- z § . ; -. - . _ 1LU P-0, 4'4C I ; 23'-r 9 ^ W Ln W C 1 - - J J f --= I a L3 3" r^ as 12'-0 � If m _- r --- - - - - - - L_ Revisions 12.0' 44'-1a' ' i ! ! 4 aP h ? zs ea r�'-to m s1 No. Date Ira• � I 19'-0' I __ i I 1, 1 � I 49'-0• ;! IT-2" 1 2 3 r 4 i\ JJ I Z4' z-0 Drawn By: J.E. -- �I l I `-- -J I i L. - - era _ South Florida Design,INC. Date: 3-24-2025 Y _ � � ti �a'� ti caaoexnucarrawtrsan��awaarnwc � �_.. ', ... § ru�unrovc*awxcemwun ,.uaau `uan®enx.�aven . u�i`1K'xcavwduonm�t ¢o 11.4 zn• ' 4�-m• a-tP sa• a-r ra• s-z• Ira' g ��I rt P 4 J tzar +sa• zz-r ua •�= 96ajut �25 SHEET 1 st FLOOR DIMENSION PLAN southo►dTown A�4 SCALE: 1/4'=1'-0" LBoard of Trustees CONSTRUCTION SET NONE: ' GENERAL CONTRACTOR/BUILDER IS RESPONSIBLE 1 TO ENSURE THAT ALUM.SCREEN ENCLOSURE MEETS OR EXCEEDS THE RESIDENTIAL SWIMMING POOL SAFETY ACT I' 8899 TimbetwlIds Dr. NOTE: Suite 2 ELECTRICAL CONTRACTOR AND OR SECURITY - Bonita Springs,FL 34135 SYSTEM RSHALL WINDORESPONSIBLE TO r� �, v E ENSURE CONTRACTOR SHALL WINDOWS E\ :(239)-431-1818. PROVIDING DIRECT ACCESSFROM THE HOME TO \1 -.. . _. THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM y{ THAT HAS A MINIMUM SOUND PRESSURE RATING OF ! All.cohshuctiDrlshall be in 85 DECIBELS AT 10 FEET EE acco�darice with the 2018 I.R.C.,and applicable ..at junedi tiDti J U L 2 3 2025 ym dmen io NOTE; dimensions On these ------------------------ _--------- ALL WINDOWS AND DOORS TO BE BY SELECTED drawings havapracededceover ' 1 � BY OWNER BUILDER FOR DETAILS) scaledimensions.Conl"I" shall r vedfy and be responsibiefor all ©COPYRIGHT 2016 I I I COORDINATIONOF CONSTRUCTION.INCLUDING dimenaonsandcondtiona.4116lob.' INC. L------ L-----1 VERIFICATION OF DIMENSIONS&FIELD SFO shall be notified In wdling of any _ I South Florida Design NI CONDITIONS,IS THE RESPONSIBILITY OF THE SOIl�hOId TOYdn variations ofd screpandes fmmthe ------—--—-- CONTRACTOR.ANY DISCREPANCIES SHALL BE dimensions,Conditions and (" 1 I BROUGHT TO THE ATTENTION OF THE DESIGN FIRM Board of Trustees dfi4atlons shown $ese dmmdn s. I I I PRIOR TO START OF CONSTRUCTION. ---------1 I I I I ALLTRUCTURAL ASPECTS OF THIS PLAN ARE m I - I DESIGNED FOR A SPECIFIC SITE FOR WHICH THIS za _ I ORIGINAL PLAN WAS CONSTRUCTED.THEREFOR IT 3 y fi O I I I IS NECESSARY FOR THE BUYER OF THIS PLAN TO z s ce) HIRE AN ARCHITECT OR STRUCTURAL ENGINEER AREA SUMMARY I I STRUCTURAL COLUMN, I LICENSED IN THE STATE WHICH THE PLAN IS TO BE SEE STRUCTURAL CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN ¢ O I I DRAWINGS AND ADDRESS AND SPECIFY ALL FIRST FLOOR STRUCTURAL DRAWINGS g 5 COLUMN,6EE 256 I STRUCTURAL ASPECTS AND COMPONENTS, STRUCTURAL 254 255 258 I INCLUDING BUT NOT LIMITED TO.COLUMNS, r w Z a> r 8 I STRUCTURAL 253 257 FOUNDATIONS,CONNECTIONS,ANDWALL MAIN LIVING A/C 2523S.F. I STRUCTURAL DRAWINGS ED COVERED ENTRY 31 S.F. -W COLUMN,SEE THICKNESS,REQUIRED FOR PERMIT AND z Z I DRAWINGS - .`.- -- STRUCTUCONSTRURAL DRAWN ARETO CCOMPANYCTION OF THESE PLANS.THE ITHIS 5" "'I e N Ln --JGARAGE 768S.F, ow I I 249 251 PLAN DURING CONSTRUCTION AND OTHER USES. COVERED LANAI 556 S.F. '�' O I I 247 248 250 252 202 STRUCTURALCOLUMN, art N Z O STRUCTUPAL COLUMN, NCCHASE 207 SEE STRUCTURAL sEEsrnucTURAL DRAWINGS SECOND FLOOR �a� Z s O gas E IRA—ME LIVING A/C 1204 S.F. ~ - - DRAWINGS �-z O $$n 203 zoo TO ALL R OW REI OUT ? L L---------------------------- - —— — ———— TOTAL A/C 3727 S.F. -s>STRUCTURAL ♦r/^� SEESTRUCTURAL ¢ g e V/ I I „ DQ^^W^"� GRAND TOTAL 5082 S.F. g� CoF w 245 I 244 I wE Z S Z STRUCTURAL COLUMN, —— — —— ZOS .I 2 SEE STRUCn1RAL 3'-0' 4'A' 15'-0' 1'4' a"'� CL ✓; 'i; J — DRAWINGS 242 243 -- -- — -- O -- -- FOYER b BELOW 24, GREAT ROOM � L_ ——— � z SIIJR NOTE 207 240 I BELOW I 140314FL0°RTO FLOORHEICHT; W O !, Li TOT RISERS,2010'TFDW YVIINTNOSMGb 36•HIGH ,210 DRAWINGSCNRALUMN, O W STRUCTURAL COLUMN, HANORAILL CTU SEESIRUCTURAL O N DRAWINGS 239 b —— — — —— 208 209 COLSTRUMN,SEE ''AA Z STRUCTURAL COLUMN,SEE STRUCTURAL V; O Q LU W STRUCTURAL DRAWINGS DRAWINGS Q ix tL Q Z 3G'WGH 211 O 216 218 STRUCTURAL COLUMN, M cWc w W GUARDRfd DOWN 212 214 21 ci 5 217 SEESTRUCTURAL L LOFTiLLL 213 —DRAWINGS M LO J FRAMEWALLSFURREDOUT — -1 1 Q �' Y O TO MATCH WALL BELOW ;,. 10'CLG. .,,. 219 I N `", z Q = ROD&SHELF 101CLG. N 220 I (n —1 r— — -- UABDRNL — I = wl W.I•Ci' 42-MGe�EWALL I I lVCLc. F I C) O mI ta0.a ENCLOSUREABOCD VE LU3MANi1C_j NCCHASE I I 221 222 i eft (n . �I zos 211 w.c. F�� STUDY sTRucTURALI TUIEN I^ 1rSTTRRUCCTTURAI I20Jr , 207 12'0"X 12'0' ODRAw7NG5 Revisions e,o• zo• zz3 rN Date 10 C1G. `7 I BED M#3 I BATH#2 i11'6" 13'0" m �� aao. zoo I BEDRO #2 j By: J.E. 210 a cuRB I m "' I Plan No: G2-3730-S xis / sx z� I 14'6"X 3'0"iv-wfil I z-0 zza zzs I Date: 3-24-2025 CONT. /oPAIN nO F.r,� /,T I CONFIDE WPrAIGHr FbMaDN0�.0VC. _ EGRESS MIR L. --—J 228?27 I mmn vxvaw,w,msn.wx.,c. nor I I I N 10,LG. I W I I 235 O 233 232 :. .s.waaarm rwvwommm nmomumm.w,rurn.m.wnwa �rwr' .:... a,mxcnoxrw,..cwmn,nr.ramu cow.no. L-----------------------------------------� L———————— ------------------- 231 230 229 228 SHEET 2nd FLOOR NOTED PLAN A1=5 SCALE:1W=T-O' CONSTRUCTION SET i 8B99 Timberwilde Dr. Suite 2 Bonita Springs,FL 34135 r----, t239}431-1818 t' ----------- All construction shall be In Ie. {J gr- accordance and Ei6/'/ iL' 2018 I.R.C.and applicable €�� local jurisdiction amendments. dr avvi n dimensions oneness — - , F—— -j � � drawings have precedence over I scale©COPYRIGHT 2016 I I I J U L verifya dher pon anew allshall I r L-_---J L-__-_� 2 3 2025 dimenso sand oonditlons of the Job. ----------- I South Florida Design,INC. I SFDshaO benolff ncleddngof any � 1 I vadaCmns or discreyancies from the ' I I I dimensions,oondibons and r--�_------_--J I - I specifications shoumb these drawings.', I I Southold Town Board ofTnlctaoa m E CD j I 57 171-0 ss v-r l j tsa <G c"a s a M T4f a'r es ra I a ZC14 LO t ° - a a a „o 0 CD ara C3 L---•------------------------ al— I s t a=> �5>9a 9 LL 4 E 0 -- -- -- - -- - - -- LU o -j Z Y 2 W - -- -- -- - -- — b v X J 2Fff t'e N § Z MLLJ 3 at b w I-0 Isr O M U- M Z b 26 4 14'-4' IV-lop ��-+ ti M: J W OJ s v - M m I �- Q Lo Y p 5V-W I N v Z Q = b u I I �'1 -------------- ------------------ - - - + Revisions I d' Yq I rx § 1z-1a i No. Date F I 2s 3 I 6 _ 4 I Drawn By: J,E. Plan No: G2-3730-S i Date: 3-24-2025 I M s•t6'% � - l'`�:,,tz• � �'% I ca.'�nnuwrva�atrsawFnna,nryro�wc I R3' 9-1P Z-r 3! 7.4' Td' zs-la Iss ra 5TA' b'd' ++M SHEET 2nd FLOOR DIMENSION PLAN A-6 SCALE:1W-T-W CONSTRUCTION SET ELECTRICAL I LEGEND CEILING FAN l 8899 Timberwilde Dr. 24•X48• Suite 2 FLUORESCENT FIX. Bonita SpfI it FL 34138 12"x48• (239}431_1818 �J FLUORESCENT FIX. AL LED STAIR LIGHT All construction shall be In ELECTRICAL CONTRACTOR UNDERCOUNTER accordance with the TO PROVIDE ELECTRIC FOR ® LIGHT 20181.R.C.and applicable POOL EQUIPMENT ---------- BASE CABINET local jurisdiction FOOT LIGHTING amendments. 0 0 0 0 o BARISCONC Written dimensions on these POOL EQUIPMENT PAD ----- LIGHTING drowin s have precedence over dM r GFI-- C�cN -GFI--GFI- �� verify ag8nd be responsible for all - LED ROPE LIGHTING scale dknenslons.Contractors shall O C00lm O H-99 RECESS dmensions and conditions of the Job. TO end FLOOR EVE aALL SFD shall be notified In wilting of any r 1 _ II /�' RECESSED varlations or discre ndes from the — 4 LIGHTING I I / _ ELECTRICAL — ,1 / dimensions,con ons and ®Wp ®�WP�LL011ibF / QL�+`�� TO PROVIDE(1):,LIGHTB O RECESS specifications shown by these drawn s. LIGHTING SWITCH 8(1)120V OUTLET R -- — — — / 117�BY ATTIC ACCE S y O4. 4'RECESS LIGHTING �L LIGHT IN SOFFIT O CEILING MOUNTED LIGHT m " OFI LIGHT Is s GFI I 99 I Y FIXTURE c I ®®® / / WALL SCONCE W u Fx O OKNPW/No00-^+ I I I R ro LIGHTING o� V o a co WALL MOUNT QN - $q SWITCH +\ ._. — _\— — J LIGHTING ¢ C3 L v M f ) / BELOW GARBAGE \\ LIGHT IN SOFFIT �i Z I G 1 \ CABS OUTLET \� \ ) (� SPOTLIGHTSW! a 5 C\I \\ \ iL / v MOTION DETECTOR . 17 aO \ \ PENDANT o z 8 D.W �� O _ _ LIGHT U7 g \ `aHD I (°�J� EXHAUSTFAN o� W 1 WI LIGHT w v O / EXHAUSTFAN �W� C3 a S2 OUTLETAN Lo�CAeLE ODVE P$ _�� — — — —— — — — — \\\ FA TYP.SWITCH oxml Q B OO — — FIREPLACE — — — — — — — use DIMMER SWITCH I- Z yy s 0 1 LIGHT IN DECO.\ <s-z 0 g \ cmru cNrsL "'1 DETAIL \\ use 3-WAY SWITCH zrc It=5 .� j I _ use 4-WAY SWITCH -w¢ O ♦A FLOOR OUTLET FLOOR OUTLET _ PNEUMATIC C¢2 Y�`M V/ TO BE LOCATED TO BE LOCATED AIR SWITCH / I IN THE FIELD IN THE FIELD 1 i F e. �53 SINGLE 110 W a y / ®® cF[;��-' sX OUTLET / I — — — — — — — — -dFl I L� UNDER COUNTER -'�^z z Z w WP / C- 110 OUTLET ol-�zLL _J g p- LU LIGHT IN DECO. /R I SEE SHEET A-e(SECOND I SEE SHEET A-8(SECOND / \ F 9 FLOOR ELECTRICAL PLAN) FLOOR ELECTRICAL PLAN) / R �t DD11000TLET DETAIL / I I FOR ELECTRICAL LIGHT I HALF HOT DUPLEX FOR ELECTRICAL LIGHT LAYOUT IN THIS AREA / ` � 11000TLET / LAYOUT IN THIS AREA TO FLOOR \I DE�LN DECO. I j JUL 2 3 2025 � 220 OUTLETLIGHTING DOORL — _T02d FLOOR BELL OO �PLEX F-- 1 LIGRTIFIG--- / \ I TO 2td FLOOR, (} Ta.F-I. 110 G.F.I.OULET /y LcV Q r \ //Ud"TINO I Southold Tos<,m �vv.p. 110 G.F.I.W.P. Lb J L Z Y NOTE: R / T02nd_FL_00_R FAN I Board of Trustees G.F.I. OUTLET /1/ �(,t Q IX co 0 ELECTRICAL CONTRACTOR / // w -_ / \ / A/C DISCONNECT = W O EL COORDINATE POOL LIGHT IN DECO. / L I - — — — _ — _ — — J R R \ V LIGHTING AND CONTROL DETAIL / '� \ j PUSH BUTTON ^ c } _ } --------- - L SYSTEM WITH BUILDER - i \.yl`� MU _1 0— ������ ---_+_ �1 CABLE T.V. N J a�rtrt,, , --- -1.-7.- Z ---- TT __ --- I I I- I I- _- -- LIGHT IN DECO. `+` PHONE ,/� t POOL GFI/° T-.--- FOR--, \ _ I I I I I I t _ /___-_ DETAIL \\ SMOKE v; a W \ CONTROL /.I SECURITY I I I f0 ndj_L�O f DETECTOR Q LL C \\ /+\bPANEL SYSTEM i D`-' + 1� I UC In I�TItIGL - \\ DOOR CHIME t c W to C3 h—\Th A _ -- L J w J R =+\ \ I I Q JUNCTION BOX M Q Y STRUCTURED WIRE tO c LIGHT IN DECO. / /r-r1l I I------I I / - ® (2 COAX-2 CATS) ,N^ �"J z_ a DETAIL -- \ISIdU I \ R / CARBON MONXIOE y F J DETECTOR O DM DUAL MEDIA OUTLET CD LIGHT IN DEC.- � (DATA;PH;TV,ELEC.) L N ,�D� ELECTRICAL NOTES -- - - - - _ _ _.. / OH.GARAGE � ALL ELECTRIC708E IN ACCORDANCE WITH 2O20 NEC RBVISIOITS — — — — — — — ��� LL� 1 \ GFI .., ----L--- O�ENER // LNINGQUARTERS OBEPROTECTEDS AND WITHAFI. No. Date ay // ____ ------- R \----- ELECTRICALCONTRACTOR I `� R BREAKER 1 TO PROVIDE ELECTRIC FOR L \ 1+`I- I I I t \.-__ AIR HANDLER I \ LIGHT IN DECO. 2 1 - DETAIL 1.PREWIRE FOR SECURITY SYSTEM AND INTERCOM \I I 9 I \ v.d. v.P. V.P. t \ 1 \ t-��i, + � \ I SYSTEM. 3 1 'I 1® ® I ® I \ I I _ti r 2.INSTALL RG$COAXIAL CABLE AND CAT-8 TWISTED t I �V P/ ) \ I I / \ I I / \ I a" a,w +\ \ I PAIR WIRE ISEE BUILDER FOR DETAILS) 4 +1,,,i I I I \ ¢ - L„I \ \ i 3.SEE SMOKE DETECTOR AND POOL AIARM NOTES 1 t\ t 1\ I \+ \\ 4EBUILDERTOVERIFYW/OWNERWIRETYPEAND Drawn By: J.E. !1 t I IIr I \ o I \ \ //I / I LOCATIONS FOR NAND DATA Plan No: 32-3730-5 \ �J` �':/ � /_ ICJ R// ' I '� o o L — ELECTRICAL CONTRACTOR ++�---�_�i> ++++_�------ I Date; 3-24-2025 I �1� TO PROVIDE ELECTRIC FOR LIGHT IN DECO. HOUSE L — _ - — DETAIL SMOKE DETECTOR'S POWERED N ECTED ELECTRIC ronFloBlruL i Fl On,Nc. p /J AIR HANDLER ELECTRIC Wl BATTERY BACKUP&INTERCONNECTED. NO PANEL INSTALLED PI EACH SLEEPING ROOM&IN HALL OR rv� AREAIMMEDO\TELY OUTSIDE EACH ROOM&AT °Op•�,�.y"' rmuoe�o„�nmw HIGHEST POINTOF EACH STORY OF RESIDENCE. wPl WPI ELECTRIC ELECTRICAL CONTRACTOR AND OR SECURITY " � "' "^'"'"^�"1°0f'®' METER SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO M�a�oa A/C 03 A/C A2 A/C#1 ENSURETHA7 ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM THAT HAS AMINIMUM SOUND PRESSURE RATING OF ELECTRICAL CONTRACTOR TO 85 DECIBELS AT 10 FEET. PROVIDE ELECTRIC FOR A/C CARBON MONOXIDE PROTECTION SHALL BE SHEET PROVIDED WITHIN 10 FEET OF EACH ROOM USED 1 st FLOOR ELECTRICAL PLAN FOR SLEEPING PURPOSES. SCALE:114•=1'4" ELECTRICAL CONTRACTOR TO PROVIDE SURGE A—7 PROTECTION THROUGHOUT THE HOME. CONSTRUCTION SET ELECTRICAL LEGEND fICEILING FANf1!11 .u•X4e*FLUORESCENT FI%. 3512'X4r ® FLUORESCENTFIX. ------------------------i i----------i G LED STAIR LIGHT All construction shall be in J L_---_ 1 UNDERCOUNTER accordance with the I� LIGHT 2018 I.R.C.and applicable ---------- BASE CABINET local jurisdiction FOOTLIGHTING amendments. I I I o 0 0 0 o BARfSC LIGHTING Written dimensions on these ___ --------- I I drawler have precedence over r LED ROPE LIGHTING scale dimensions.Cntractors shall verify and be nsible far all I j O H-99 RECESS eimens n c s and onditions of the jab. I I EYE BALL SFD shall be notified In writing of any 0 RECESSED dimensivariatioons,cond'Nonnsdanfrom mfhe . I I O RECESS s cificationsshown these drawin s. LIGHTING I i i O4' 4"RECNGS O LII HT O MOUNTED }m I I J HANGING LIGHT A I I Y FIXTURE �'26 -----I 10 LIGHTINGONCE 5� = M u WALL LIGHTIN MOUNTG Q N s a M I ¢ p SPOT LIGHTS W/ a Z a (\� MOTION DETECTOR /1'L I PENDANT N� ? e$6 Fa-V ® LIGHT c Z . L--------------------------- — — .— — — — — — EXHAUST FAN _ c� L.J 13I r I- °,I _ W1 LIGHT �++W v p O Tg i R ® EXHAUST FAN w j C, / aN z `fi SWITCHING ,r, nP.swlrcH o Y= a g g e 00 fAo DIMMERSWITCH I S / I — _. — — -- lrao 3-WAY SWITCH 6R4 4-WAY SWITCH I / swmcHlvc I / SWTCHING I } l ` ij�~�p+ �i{1gt / g1 I 9 'eL-j � 57 r p7 { AIR SWITCH CH ?o2 uaj k'4 \ / f s +, f SINGLE 110 ¢w = e B fr W — J OUTLET �-ws Zd eB J — j1 1 UNDER COUNTER �� $ W I \\\ I — — — — — — — L! 1100UTLET zla w? @8 U UTLET J U L 2 3 2025 „L HOTD (� HALF HOT DUPLEX 110 OUTLET IT 1 j F OOR no OUTLET S CH N DOUBLE DUPLEX r'I� I; L — — — — — — — — —— J R \ SOUthold TOM � gg� „D OUTLET ix � \ Board of Trustees G.F.I. 110 G.F.I.OULET J Uj Z Y I - -- - *W.P. 110G.F.I.W.P. ELECTRICAL CONTRACTOR G.F.I. OUTLET A/ LU C / ��, TO PROVIDE ELECTRIC FOR — 4 AIC DISCONNECT 0 = L R / AIR HANDLERS IN ATTIC X O CD tl PUSHBUTTON c -H CABLE TV N L J Q 3 � , � \\ \ I � PHONE y Z � LLJ / — ! I! R R \ II I B SMOKE 1 O LL I. Z \ \t / I •tom--�/ \ �_-- \ o { I s.o. DETECTOR CD W LL O \�----r� \\ DOOR CHIME c Lu LLJ t� Q ®�I P I ; JUNCTION BOX M Q t, Y Q y - I STRUCTURED WIRE u ----------------------------- ID / R \ � I% I I I ® C RBONCOAX- CAXI /N� _z J / V�, ••�� I CARBON MON%IOE �./ V) ----------- !--_\ /� ag® \ DETECTOR 0 �'R �/ fE I ` R I I DM DUAL MEDIA OUTLET Q \\ R ow \^JJ"`\` /"\!\:Jl I (DATA;PH;TV;ELEC.) Ln N . `` I ----�� '� GF E t III I f CI _ _ — — — �� �a i ELECTRICAL NOTES E I R I ALL ELECTRIC TO BE IN ACCORDANCE WITH 2O20 NEC � I I Revisions ALL ELECTRICAL DEVICES AND FIXTURES IN ALL No WWITH . Date I E V.P. \ 1 _ I / I _ ELECTRICAL CONTRACTOR I LIVING QUARTERS TO BE PROTECTED ( I \ TO PROVIDE(1)LIGHT B A.F.I.BREAKER o SWITCH V.P. --\��_�-� B C OUTLET ATTIC ACCESS i 2 EPREWIRE SECURITY SYSTEM AND INTERCOM It 3 4. COAXIAL CABLEANDCAT•6 - WIRE(SEE BUILDER FOR DETAILS) ETECTOR AND POOL ALARM NOTFS 4L - -_ —_— AI rawnSELDBy: J,E. 1/' - - \ R TV ANDDATBUILDERTO VERIFY./ pERWIRETYPEAND plan No: G2-3730-5 IL L-----------------------------------------� L-------- ----------------------J Date: 3-24-2025 SMOKE DETECTOR'S POWERED BY HOUSE ELECTRIC coaFDsanaLwvraicn,swo�Rmw Desw,wc. W/BATTERY BACKUP S INTERCONNECTED. INSTALLED IN EACH SLEEPING ROOM 81N HALL OR AREA IMMEDIATELY OUTSIDE EACH ROOM 6 AT HIGHEST POINT OF EACH STORY OF RESIDENCE �irr�wam vuae�r�iw cmruornasxmucnawa,amuwaw.m� ELECTRICAL CONTRACTOR AND OR SECURITY SYSTEM CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL WILL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF e5 DECIBELS AT 10 FEET. CARBON MONOXIDE PROTECTION SHALL BE SHEET PROVIDED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 2nd FLOOR ELECTRICAL PLAN ELECTRICAL CONTRACTOR TO PROVIDE SURGE:11 A_8 PROTECTION THROUGHOUT THE HOME. SCALE;1/4'c 1'-0' CONSTRUCTION SET i DEco.e•PRECAST 8899 Timbenvilde Dr. EYEBROW DETAIL Suite 2 HARDIE SO ARD Bonita Springs,FL 34135 FINISH IEBOARD (239}431-1818 STANDING SEAM FUM METAL ROOF TANDNGSEAM All construction shall be In 12 METAL ROOF accordance vAth the- B 12 2018 I.R.C.and applicable EL 24'-0' .. ., ., Q ,. B EL 24' local JuAsdlction 0' amendments. musseRa - —— m — — - — — — — — — — — —— ————" TwIss BRG. Written dimensions on These —— — —— —— —— EL 23'-0• drew(nye have precedenceonuact over scale dimensions.ConUatlors shall Yaks eao. verily and be responsible forall LE =1FINISH �' FwI dimensions and mndidais of thejob. ) ) SFD shall be nolified In WTidng al any variations or discrepancies from the dlmensiorls,co. and m spedflcatlonsshovmbythesedrawl s. 4 b § TMIDmO SEAM - METALROOF s ESPALUM.PARAPET �gg W.ALLCAP(TW.) 12 m S s c 7NDFL Q TRUSSBR(L q y me75SBRG a N Ti co EL.1a _ r Z a t CW H z TRUSSBRO. — — — FlNEH �� V, �'����CV (1YP.) N w Z b iLna f PRIVACYWALL >W z JEi y z$`=g8>5ap 4 sHa-z F FINISHFL z u STONE FNISH DEOO.16•PRECAST DECOAS'PRECAST TO BESELECTED EYEBROWDETAIL EYE&tOWDETAR FINISH CH Uili IDE.B NISH STONEFINISHTO H -......... BE SELECTED FRONT ELEVATION �. tJ H rc� i J U L 2 3 2025 W o z Y I o = LLI o (10 Southold Town f N o Board of Trustees J Z w.`. O Q w Z O LL- O_ SrANDiNGSFAM _ ANDINGSEAM METAL ROOF �: - METAL ROOF LLI N Q 12 - .. i. 12 J LLI J U3 Y Q EL 24•-0' ?,t EL.24'-0' N u z TRUSS BRG ———————————— —— —— ———— TRU56 L� J — S23- ' EL.23,-0., TRUSS BRG. DECO.B•PRECAST iRU55 BRG Ln Ln EYEBROWDETAIL w ❑ m ❑ ❑ FIPRSH Revisions • HARDIEBOARD^ � FINISH No. Oate b ESP ALUM PARAPET •" 1 WALL CAP(TYP.) h ibLo 1 _ ——————— ——— ——————_———— A� 0 2 3 1Z-W 4 TRUSSBRG Drawn B J.E. EL.TRUSSSRBRO T y:—— . Plan No: 62-3730-5 DECO.1 Date: 3-24-2025 EYEBROW DETAIL DETAIL cnvTanTULcoPnaart s,d�FbW oe:�wc / mSTUCCO FBIISH(TYP.) Jbr. -6TWGOFINISH(1YP.) FWLM FL. FINISH FL EL.9-0' I;p � EL 0'-0 SIONEFMSHTD STONE FINISH70 POOLEOUIP•PAD SHEET BE SEL6M BE SELECTED RIGHT SIDE ELEVATION 2 SCALE; 1/4°=1-0° A n coNSTRUcnoJyN sEr i I 99 TimbervvildeDr.ite 2ita Springs,FL 34135 (239}431-1818 All construction shall be in uII accordance with the I, !ry I �p �� l7 ;, ANaNcsEAM 2018 I.R.C.and applicable flflfl ��� METALR00F local jurisdiction STANDWGSEAM �' I �I ;1 aY 12 amendments. 0( �I1yq II p Written dimensions on these n1ErALRooF gp "q �1 � " �I �l IB eo IQ3 drawings have precedenoe over 1z BB _ " d �� x ! I� p PPPi ��� N11, +IY ��I qp 11¢ sceledlmensions.Contractors shall _ U Ill �` N �( 1i �l` EL za-o EL.24'-0' — 3pr� pjl t'N II—d—;— ea !!T l — �— verify end be responsible torall — —— — — — — — — — „+ F„ TRUSS asc. dune 12m and rond'ItlO.o<theJob. TRUSBBR6. SFD shall 6e notifred to writing of any EL 23'-0° - - - -- - - — Variations or discrepancies fmm the tRUSS G. STUCCO a � STRUCTURAL EL.1 C Q sl edfications s�howa n these drawings and s. FlNISH (iYp,) BEAM (NP•) xuRD:E BOARD 'v FINISH m g STANDING BFAM 00 r' STONE FINISH TO METAL ROOF Aii �S1U000 FIhTSH(TTP.) BE SELECTED 2� �� 12 1 y �' k' O co 3�/' j _11 e1I !l VH P DECO.B'PRECAST p L+A it k f i, ! EYEBROW DETAIL EL. — pM tl{I pip 61 II NG 2NDFL �— 5���dN FA AA AA AI Yfl p i!l >. 2NDFL pp{{�� DEC0.16'PRE04ST rz Z A9 pN EYEBROW DETAIL a EL�12'-0" EL.12'-0' i, - — �' TRUSS g�3. w Z k LO ��EL.10'-0' � TRUSS E� EL.-0'd" o J O SEE-THRUVENTLESS - VWM FlN,FL .� GAS FIREPLACE a a a Z g �ws ZpB�899eO STUCCO \� L z S p FINISH o mPa FIREPLACE ELEVATION z�o �s 5 B)LL r�==� 3 C3 , , SCALE: 1/4"-1'—W as � \-\J AIC moo wk I I FNISH FL y r� 'rpm rA j� W FINISH FL EL.O'-0• i ,if!} F{=� p-- per;r 1 jf pli,�.t EL.O'-0' C1 I L F 7� V. POOLEQUP.PAD STONE FPIISH 7U SS GAS A/C PADTO BEATOR E� �tU }- BESEECTED FIREPLACE ABOVE REQUIRED �LJ FLOOD ELEVATION J U L 2 3 2025 1 REAR ELEVATION ~ �' SCALE: 1/4 I1'—O" ! w O Southold Tom I � L j p Z Y Board of Trustees C = L o x X J �!: >- N w u ppll O Q w Z STANDINGSEAM I II p y I NNp p lii ETAIROSTANDING SEAM M W LL Q 12 E7AL ROOF I I pl III f y II �tl �II �I� i' ul pgp MEAL ROOF W N Q 41 yppyNNNN JJiPVj pHHI gI,I ui uq Gppp y pI ppp 31� I M l0 ,� �H 11 qq If� �, 00 H8 q& �I I� If� II W�It'3 M a t Y O oil II III EL.24'-0" ————— — „A TRUSSBRG. - - - -- -- ------ -- - - - - - E� N Z Q = J 7RUSSBRO. $ - EL.23'-0• N O — — _.— STUCCO .. EL.23.O TRUSSI cco TRusseac. p O ` FINIS (WISH Ln LA m Revisions STANDING�i�-2 M No. Date METAL RO 4.OVERFLOW PALUM.PARAPET pc SCUPPERWA--(TYP.) 514'-D' J. 3 �A h� il �I l� ' PS --------__ _' ____----- -___--_— _---_ ___ — — 2 BJD 3 A EL.17.0' LED. J. Nry g y �TR059 BRGBRG 4T RDssBR�_ NII NII sill 911 Nlq -0" Drawn By: J.E. E L.10'-0' A — — — — — ——— — —— — — — — —— T R USE S B R G. TRussBRc — - -- - - - - - -- - - - -- -- - - - --- --- Plan No: G2-3730-5 DECO,1W PRECAST Date: 3-24-2025 4 EYEBROW DETAIL wxRoexrutcoPmiaesaaraw Dew".we. ; f UCCO FINISH(TYP.) q'10' ENWG, c STUCCO FINSH ITYP. TCP@1 ) J ®® '/ ST T�®1aAFF. i/ AIC42 I I I NCNI I I I I I I FlMSHFL 1 FINISHFL EL.0 Or— —— A/C PAD TO BEATOR QED ONE FlNISH TO FLOo oaEVATION BE SELECTED SHEET LEFT-SIDE ELEVATION 2 4'v 1'-G' A-10 CONSTRUCTION SET South , ) i 8899 Timberwilde Dr. Suite 2 Bonita Springs,FL 34135 (239)-431.1818 All construction shall be in accordance with the 20181.R.C.and applicable local jurisdiction amendments, Written dimensions on these drewinggsshave Precedence over , scale dimenslons.Contractors shell _ verify and be responsible for all -� — dimensions end conditlons of lhefob.1- u SFD shall be nogged In Mling of any - - �--- - TRUSS MANUFACTURER TO PROVIDE variations or discrepancies from the dimensions,wndttiDns and NA%INUN SPADE AVAILABLE FOR STORAGE BEARING HEIGHTS spedfiwSDna shown these dravAn s. ATTIC ACCESS LEGEND KITCHEN 3112 _ N n PROVIDE MIN.SLOPE SUMMER 312 a� b p FOR FLAT ROOF 3/12 a 10'•0'FROM 1ST.UV.FIN.FL c= w S5 M a A \� 12'-0'FROM 1ST.LIV.FIN.FL C7 COVERED �v a� ' �� �Q z � � r LANAI � TOP OF PARAPET @ 14'4'FROM z a a�N 12 a0. FROM 1ST.I.W.FIN.FL. w LO / 23'-0'FROM 18T.LIV.FIN.FL. W Y e1^1 ! >W� J s0 ^ 24'-O'FROM 1ST.LIV.FIN.FL. w C:) g 0) /ry/L/Jdr� a Z £ 3pppp O b —J 3112 O _----------- � 4 �o U . NOTE:LL S Z�s.,c G COATRUCTURAL ASPECTS OF THIS PLAN ARE a<a � BR V J v DESIGNED FOR A SPECIFIC SITE FOR WHICH THIS ��o d EEb ORIGINAL PLAN WAS CONSTRUCTED,THEREFOR IT o w IS NECESSARY FOR THE BUYER OF THIS PLAN TO c w< b N ——— ——————— 1, HIE AN ARCHITECT OR STRUCTURAL ENGINEER W h z Z Z 3A' I 16A' SA' 15-0' I LICENSED IN THE STATE WHICH THE PLAN IS TO BE of J z o C o Lu CONSTRUCTED TO PROVIDE STRUCTURAL DESIGN z a�,z .4H' DRAWINGS AND ADDRESS AND SPECIFY ALL a I I at 2 ` IENTR INCLUDINGUT NOT LIMITS T O,,S AND 'COLUMNS, . I II f\\ FOUNDATIONS,CONNECTIONS,AND WALL TH 3/12 I I AND FOYE p`i\�Y COINSTRUCT ON OF THESE P PERMIT T E CERTIFIED ly STRUCTURAL DRAWINGS ARE TO ACCOMPANY THIS GREAT OM I L————BE L ———— �1 PLAN DURING CONSTRUCTION AND OTHER USES. W O ON BELO I oap sa'ox W O �1 312 ROOF NOTES: to CO _ > o 1)PRE-ENGINEERED WOOD ROOF TRUSSES @ 24-O.C. X J b 2)TYPICAL 3:12 PITCH UNLESS NOTED OTHERWISE. N/� 3 DINT OF ROOF TRANSITION (SEE MFG.TRUSS PLANS). U) Z O W OM 23'-0'T024'-0' 3)2'-S°ROOF OVERHANGS UNLESS NOTED OTHERWISE. 1 CD Q WO = tL Q Z PONTOFROOFTRANS 3/t2.moN 4)TRUSS MANUFACTURER TO SUBMIT ENGINEERED M W W N FROM za'-0'ro zs.o• LOFT TRUSS DRAWINGS FOR APPROVAL. 0 — M LL.I J 5)OORDINATION OF CONSTRUCTION INCLUDING M 1, � J Q Lo Y O TRUSSMANUFACTURERTOPRONDEMA%IMUM I I&CLG. N VERIFICATION OF DIMENSIONS AND FIELD CONDITIONS, N Lj _Z Q r---- SPACE AVAILABLE FOR STORAGE AND EOUIPME 7ISTHERESPONSIBILITYOFTHE CONTRACTOR.APIY I `� r-----� I —— DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION W.I.C. I I 10aG r OF THE DESIGN FIRM PRIOR TO CONSTRUCTION. M 1Pa6. �AHU 3IN ATTICJ Y I I I e PROVIDE ATTICVENTILATIONAS REQUIRED BY LOCAL 0 CD II 3112I STU 1 I RESIDENTIAL BUILDING ODE. Ln In y wG r� n 7)ROOF PLAN FOR DESIGN PURPOSES ONLY.TRUSS o 1rac. MANUFACTURER TOSUBMR ENGINEERED TRUSS it I 3I72 I va DRAWINGS FOR APPROVAL ReviBiDrIB AA.G.4 iz CL ?Y .. ``,.1 — 'ASLTf. = nz —�- = z-0• a'u' r�• ———————— — 1za•ac. ±2e• G. — No. Date I I I I IBA I I I 1aaG. R GARA 1 I 1 =B�DRQ I III „s ( 1`°"` • I r -- -----) is°cG H 2 I I I I 17 ' I I a I I ATH#2 r I r -,- I 3 MAffER I 12 1 I I Il I I j 1 I I 38� m 3 $ I vae i 8 I B M# 1 4 COVERED ITCLG. e I j 1,-0. — 1� ® i o I Ir I y d ----------- Drawn By: J.E. 12C1G. I I J, I I ! an d 126•CLG. 6p" I I= I s1oPe� s� 9 Plan No; G2-3730-5 PROVIDE MIN.SLOPE I ^ 1 I o c I I G. I �� 2d � �.-' 2,p. oq 1 3 ' 4�!T !y-, 1i 1 �` I zv 1se r� e N o-i uv v 4 L Date: 3-24-2025 FOR FLAT ROOF — :LI= 1 �C coxr>oD+nucowRlwRsamraw oa�sn wc. 3112 72O-G`-7 1Y'Cy 4 3H2 SLOPE @ APPRO%IMATELY 71 _— 114'PER FT. E) .� .- - � n.noaa,u t �uo.rawo �` L;� iTCLG. N I iz �J J U - SLOPE 2025 maom,., t§.,o 4-HIGH,16-LON oVERPLOW Southold Tow SCUPPER !1 S E DETAIL 95 Board SEE DETAIL f15 of Trustees ON SHEETA-12 4• Ox SLOPE PER CODE SHEET ROOF PLAN �� 1 SCALE:1l4'-P-0' 1 CONSTRUCTION SET RDDFDRNNASSEMBLY FABRI SIRM CONTNUOUSESPALUIYdM1N WITH LffTALSTFWRER WEIDEO NSCUCAIE FORTH ISTHSVYA ' METAL ROOFFWSH OVERPEELAND STICK �71ONASBUMNCYDNADL� CFWALLY THOONAm OUS CLAALPNGRDIG,AND SELF ADHERINGPROOF DSHEATHING OFWALa.FAT CONTIfAKK16 29 ROOF,AND 2OSLOPE RUNNER METALU IDS TI DRANU=TEDNOMORETIWR4•ABOYE rNooF CONTINUO SALLAYA IXRAPI LTF'A710N. OVFA5B'CD%PLYWOOD SHEATHING NETALCLEAi6 cON11N110taaLLAR0UN0 �cND 6E7IH ppp NE // PREENGINEEREDWOODTRUSSES ROOPNGFIASHINGANDMEWBRANE PARAPET WAILG4P RANE 024.O.C. E%IENDSaVER,Im%OFNSDE F FIASHINROOF M GVB RANGES 7 GREATER THAN THROAT,ALL I 12 FACEOFMASONRI,AN00VER MP AROUND, 3 GALVANUEO METAL HURRICANE OF PARAPET WAIL.FLASH ABOVE FASTENa9,6EWNT WELDALLJOINTB 8899 Timberwilde Dr. STRAP TO EACH TRUSS AND BELOW P.T.HAILERS b TOPOF MA90NRV ANDSPLICINOCEMENT iW'PRIME TRIM FASCIA 1S-0' FERROGFMFRS .SUlte 2 OVER 2Y6'SUB FASCIA fAM.OWT.RASHgNO RECOM ENDATIONs Bonita Springs,FL 34135 'BOGWOR B]UAL TOP OF BEAM D°Lw1ERFLAsx CULTURED SIONEVENEER ROOF LMRANESrs@I (239)-431-1818 Ro0F9NSULATI MBO R SLOPED All construction shall be in MVANM METAL ORP SELFDTEDEY OWNER EWCCO SOFFIT ONTIMETRRA RIGIDINs.SEIiR BOARD SLOPED ,ADHERE�USADHEE�NE. DAMmDRIN�sLDPFOTO accordance with the R3DINSIALLON SEE ROOF RAN GALVANIZED METAL iO DRNN.SEE ROOFPLAR J¢'DRYWALLDN I'X1' FOR0.H.INFO. GALVANZED METAL LATH 630 LB GROUTJOIN75AFTER� �� SrwPs@16•on FELT BARRIERWICONT.VENTSTRIP CAMRETEOINSTALLATION, 2018 I.R.C,and applicable DECORATIVE MOLDING, STUCCOFlNISN ON FELT BACKED TOP LSTNDbb 314•PLYWOODbHFATHINO OVER FLOW SCUPPER DETAIL '°�';uTisdicti°^ - BY SUBDER WIRE LATH OVER&+PLY 3'4•PLYWOOD SHEATHING G amendments. (2)2•xS SHEATHING ON 2'x T STUD WALL lz� Vwritten dimensions on these INTERLOCKING ®ts•o.C. P.T.W°ODLEDGEReoLTED ro WOODBi°o°NG drawings have precedence over TOP PLATE § BLMWALLS-SEE STRUCTURAL ROOF DRAIN BENEE14TR SSES TO SCALE:TUTS METALROOF FINISH OVER PEEL scale dimensions.Contractors shell R-191NSlAATION LEAVER.RUN OPENING Verily and be responsible for a0 _ ROOF UNDE LAYME TOVEERING aIBW°ODBm°TIONANRWARL TOEXRTRIOR ALLOW iW DRYWALL TD dimensions and conditions of the Job, }j•OIYYVALL ON2'iS ROOFUNDHtLAYMENTUYER IN T RIOR DRYWAT FINISH sNDsl�,fi'o.c. SfVCDX PLYWOOD SHEATHING vrooD TlelssEs er MILL IxTFRIoR ORrW'A11FLV<SN WOOD TRUSSES BACKING ACKIN DOWN O N114'VID. HANGNAIL SFD Shalltions be[scre in writingro the BOP OF BULL NOSE FROM ®36'ARF- Variations ordiscrepandes from the HURRICANE STRAP FROM METAL ROOF FINISH OVER PEELAND STIC( TOP OF BULL NOSE TRIM dimensions,cond'NOns Lind ABOVE WALL TO FLOOR PRE-FNGINEEREDWOODTRUSSES SELF ADHERING ROOF UNDERULYMENTOVER S TRUSSES BY ENGINEER ®24'O.C. ST COX PLYWOOD SHEATHING wboils shown by these dravvings. WOOD BAD 1•X 1 1/4'BULL NOSE 24'DEEP FLOOR TRUSSES BY GALVANIZED METAL TRUSSES EE4*O.C. 0 W/Bu DS TRUSS MANUFACTURE 12 HUWRICANESTRAP TRUSSES�24'O.C. MOULDING GLUED AND WIBIILL � GE 3 TOEACHTRUSS 12 GALVAMZED METAL HURRICANE BELOWAUTPL WO. WOSEEDIN 2 Q �.PRIME,wM a3 STRAP TO EACH TRUSS ROOF DRAIN DETAIL BELOWA12PLYWD. CARPET FASCAOVER2YS 1WPRIMETRMFABGA PARAPET WALL SECTION 5 DARPET SUB FASCIA OVER 2YS SUB FASCw SCALE:MS 1'X lop TRW 3 b s• O GALVANIZEDMETAL N 1Q•PLYWD.BACKWGTO (PAINTEO) o~ W ga co GALVANIZED METAL DRIP '{ a b DRIPEDGEOVER SCALE:TUTS RUN ENTIRE LEN 0' �J s o CO EDGE OVER 1'x4•PRIME TRIM fi 1'x4'PRIMETRIM TRIM-HO10114'OOWN 2X12 �� s FROMTOP OF BULL gg TOP OF BEAM TOP OF BEAM STRINGER Z z Z 9 5 N STUCCOSOFFRON STUCCO SOFFIT ON YX4•STUDWALL TX 12'STRNGER 2X4STUD w s Txfi•SILL SEERODFPLAN 17PLYWOODWI SEE ROOF PLAN Ur PLYWOODWI 2XSWOOD STUD EXTERXIRWALL 2WROORWALL fW�/TX4'6LKG WALL �o GALVANIZED METAL WITH R.19 INSULATION AND GANSTTX4' Ln $8 b r GIRDERREFER TO LATH A30 LB FELT FOR OR.INFO. GALVANIZEDMETAL INTERIOR DRYWALL FINISH STUCCO FINISH OVER SELFATAIESNE z $ STRUCTURAL ENGINEERING BARRIERWICOIIT. LATH 830le FF1T NWSEWPMIWATERPROCF9IG WALL wi IW.i 1 DWGS FOR SPECffXLATIONS VENT STRIP BARRIERWICONT. MOVE£PDEEPWTODROOR G Prt SRXLOYRASFO4GSIOP OVER SEE PLAN o,� Ln R30 wSl1LATI0N YLM STRIP TRUSSES BYMFR METAL ROOF COU NIaatASMO R301NSULAmON d a a C3 5s O U2'DRYWALL ON FURRING w Q D-3,O STRIPSQlVO.C. ows R 1S DRYWALL ON I'X4' (2)Sx SINTERLOCIONG ROOM FLASKNGAND MEMBRANE — Q (2)2'x6'INTERLOCgNG aI"' Z B S STRIPSOIVO.C. TOP PLATE DECORATIVEMOLONG, TOP PLATE TOPOFFLOORTRLISs OFMOSOVEERR100%OFMIEFACE ND OVERTOP AILSTA0R9 TO BENCOMPLIANCE W/ DECORATIVE MOLDING, BYBUILDER /4'-0' PARAPET WALL FLASH ABOVE AND LOCAL RES I DENTIAL CODE. BY BUILDER - B0.0WP.T.NMLER9 STUCCORNISHON �¢ NOTE 2: .sic n s to to VDRYWALL ON 2'xS FELTSACKEDWIRE CONT.QW.FIASHAND ALLHANDRALLB TOBEW MGHWr1H a¢a NOTE3: e STUDS®16.O.C. LATH OVERV 4-PLY COUNTERRASH AMAK 37S OPENING BETWEEN boa W B 5 b$s # STUCCO FINISH ON _ SHEATHINGONTxS SPINDLES B LOWER RAIL?FROM — STUD WALL®1SO.0 ROOFNOSYSTB4WERTAPERED DEC(GUARD RAILS TO BE36-HIGH �,�„a 0 2$ I y )?DRYWALL ON7 x S FELTBACXED WIRE FWD INsIMnON804b1 SlOF6o 5 STUDS®1SD.C. LATHOVERV4-PLY �� TO DRAIN.SE=_ROOFFUN. RAILING SHEATHING ON7xS WOOD RASE y TRIM MATERIAL T.B.D.BY BUILDER zaw3 STUD WALL®16.O.0 P.T.2•KS BOTTOM PLATEWI ---- JBOLTANCH0 SSETIN . �+ PREINFORCED CONCRETE SLAB SLAB AS SPECIFIED BY TOP OF ROOF TRUSS MP PLYWOOD SNEA � � {ply, WOOD BASE TO BE ENGINEERED ENGENEER 124r' ��='' I. , E P.T.2'XS BOTTOM PLATE WI pp 'J BOLTANCHORSSETIN 11_<P TA LNG , W�RroFpalsSES BY R GIT 4•REINFORCED COLu NaLETESIAB sLABAS SPECIFIED BY VARISSHD TO BE ENGINEERED ENGENEER li ,stLNING FIN.FLOOR EL.=O'-0' Jam} GRADE HBGHT .006 POLY VAPOR BARRIER FINISH FLOOR 1 J U L 2 3 2025 W. O z VARIES SOIL POISONING COMPACTED FILL Y tsl LIVING FIN.FLOOR EL.-0'-0' FOUNDATION TO - .006 POLY VAPOR BARRIER FINISH FLOOR BE ENGINEERED in = L L O SOIL POISONING COMPACTED FILL FOUNDATION TO S0tllhl�ltj iOVdit 1X6 WI SHOE X > TURNBULLNOSE MOULDING N J BEENGwEEREO - Board of TrDstees Do'01N"TO _i �"' Z TYP. 1 STORY WALL SECTION GARAGE ROOF/WALL INTERSECTION N O a w z TYP. 2 STORY WALL SECTION 3 GDALE:,P1=,'-0' 7 6GALE:,Y=,-0 M w LL 2 6GALE:,2'=,-0 pp STAIR DETAIL M J w AM PRE-ENGINEEREDWOOD METAL ROOF SCALE:12'=1'-0' E u Y O STANDNGSEAM TRUSSES®24'0.0 pp@I � �11 P �NR Z Q = MhTPLR00F hi N p 4N ut p�� 2 V p'pI ypp p p@u yp@� 9g? p pl JiJ � II ni pN @� p� A� qa 123 CD = Bid EL2,V4 i — - - - - - -- - - -- - - - - — -- - - — — — - -- -- - - - -- -- -- - - --- TR$SeRG Lfl N TRUSSBRG ——— •_ — _ —— — —— —— — —— —— — —— — — — — EL.23'-0' — —— —— — — — — — — � ? TRU6$BRG. .i TRUSS BRG DECO.V PRECAST STRUCTURAL STRUCTURAL BEAM, RBVISIOTIS EYEBROW DETAIL BEAM,SEE SEE STRUCTURAL No. Date STRUCTURAL _ DRAWINGS DRAWINGS LOFT -_ 1 2 MARDE BOARD a ANOwO STAM 3 FINISH GUTS$ GLASS GUSS M..R. GLASS PANEL PANEL pgg pyy p �„I pN 12 4 WALLLL CARP PANEL PANEL GA Ifl Ili—p I�Ii I!I� EL. -----------�— � Drawn By: J.E. 2NDEL �— � � �� ��� �1� �� ��� �p �� Ill iii :,�. EL,2'-0• .. —— — — e < Plan No: 4-025 — — —— —— Date: 3-24-2025 EL.10'-O• �. Comm�covmmNT Fbmws9n.wc. �. TR1b6BRG DECO.16'PRECAST EYEBROW DETAIL FLAT FLAT ,.IS w,v�a.,mnmozuarwm.,m,® GU55 pFNNO OPE NINGTOP _ STRUCTURAL BEAM SEE STRUCTURAL DRAWINGS A PANEL @,GAFF ®itrAF.F T �0t'`ti.o.4..cum,um.mca,..ra�s W DECO.ISPRECAST AIL � .mortoa..,,nuaaa L'YEBROW DETAIL III�II �� § GREAT ROOM § sTB BEAM BEEAM.EE b STRUCTURAL DRAYMGS a /—6TUCCOFWSH(TYP.) ENT FOYER m� SIWRERMSHTO BESELECTED FWISH FL FNISH FL —— — ——— — L.Y-Ow SHEET EL O'-0' s - - - -- ,ems — FOUNDATION TO BE BE�� ENGINEERED A-12 1 BU.ILDING SECTION CONSTRUCTION SET I FIRST FLOOR WINDOW SCHEDULE SECOND FLOOR WINDOW SCHEDULESIZE "PROTECTION SIZE PROTECTION NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS - NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS 8899 Timb101 FIXED GLASS T-W 6'-0' YES ALUM. PGT TOP @ 8-8-AF.F. 201 FIXEDGLASS 2--8' S'-0° YES ALUM. PGT TOP @ 5'4•A.F.F. SU102 FIXED GLASS 3'4T 1'-8' YES ALUM. PGT TRANSOM 202 FIXED GLASS 2'-8' 2'-0' YES ALUM. PGT TRANSOM Bonita Spri103 FIXED GLASS V-0" 11 1' YES ALUM. PGT WINDOW BELOW 203 FIXED GLASS X-8^ 5'-4° YES ALUM. PGT TOP @ s4^A.F.P. (239)-4 104 FIXED GLASS 5'-0• 6'-0' YES ALUM. PGT TOP @ B-8°AF.F. 204 FIXED GLASS 2'-8" T-W YES ALUM. PGT TRANSOM All construction shall be in 105 FIXED GLASS 5'-0' 1'A° YES ALUM. PGT TRANSOM 205 FIXED GLASS 1'-10' 4'-0• YES ALUM. POT TOP @ TB'A.F.F. accordance With the 106 FIXED GLASS 5'-0' I'll" YES ALUM. PGT WINDOW BELOW 206 FIXED GLASS 51-01 2'-0• YES ALUM. PGT TOP @ 7B•A.F.F. 2018 I.R.C.and applicable 107 FIXED GLASS TV V-0' YES ALUM. PGT TOP @ ITS'A.F.F. 207 FIXED GLASS 1'-10• 4'-0' YES ALUM. PGT TOP @ 7-8-A.F.F. local jurisdiction 108 FIXED GLASS V-0' T-8• YES ALUM. PGT TRANSOM 208 FIXED GLASS 2'-W 81-X YES ALUM PGT TOP @ 6'8•AF,F. amendments. K11 FIXED GLASS T-0' 1'-a• YES ALUM. PGT WINDOW BELOW 209 FIXED GLASS 2'-8• 11-F YES ALUM. PGT TRANSOM Written dimensions on these FIXED GLASS 3'-0" 6'-0' YES ALUM. PGT TOP @ B'e°A.F.F. 210 FIXED GLASS 2'-1. 1'-B• YES ALUM. PGT WINDOW BELOW drawinggss have precedence over scale tllmerlslons.Contractors shall FIXED GLASS 3'-0' 11-81 YES ALUM. PGT TRANSOM 211 FIXED GLASS 2'-8^ 61-W YES ALUM, PGT TOP @ 6'8'A.F.F. verify and be responsible for all FIXED GLASS Y-0' 1'-8• YES ALUM. PGT WINDOW BELOW 212 FIXED GLASS 2'-e° 1'-W YES ALUM. PGT TRANSOM dimensions and Conditions of the job. FIXED GLASS 2'-e' 6'-0' YES ALUM. PGT TOP @ 8'8^A.F.F. 213 FIXED GLASS 2'41' 1'-e° YES. ALUM. PGT WINDOW BELOW SFD shall b'notifiedinEg of anyvariations or discrepandes 8om the FIXED GLASS 2'41' 1'-0' YES ALUM PGT TRANSOM 214 FIXED GLASS 2'-8° 1'-8" YES ALUM. PGT TOP @ 8'8•A.F.F. dimensions,condAions and FIXED GLASS 2'-8• 6'-0• YES ALUM. PGT TOP @ 8'8'A.F.F. - 215 FIXED GLASS Z-8" 4'-W YES ALUM. PGT TOP @ 6'8'AF.F. spedficatlons shown b these drawin s. 116 'FIXED GLASS 2'•8' 11-8' YES ALUM PGT TRANSOM 216 FIXED GLASS 2'-W 11-8' YES ALUM. POT TRANSOM 117 FIXED GLASS T-T VV YES ALUM. POT TOP @ 8'4•A.F.F. 217 FIXED GLASS 2'-e' 4'-8" YES ALUM. PGT TOP @ 6'8"AF.F. 118 FIXED GLASS 3'-0' 111 1'-8° YES ALUM. PGT TRANSOM 218 FIXED GLASS 2'-8° 1'-W YES ALUM. POT TRANSOM m 119 FIXED GLASS T-6- 1'-8' YES .ALUM. PGT TRANSOM 219 FIXED GLASS 2'4r 4'-W YES ALUM. PGT TOP @ 6-8-A.F.F. z a 120 FIXED GLASS 71-0- Z-0' YES ALUM. PGT TOP @VA.F.F. 220 FIXED GLASS T41^ 11-8• YES ALUM. PGT TRANSOM 1icl 121 FIXED GLASS 7'-0^ 2'-0' YES ALUM. PGT TOP @ 8'AF.F. 221 FIXED GLASS 2'-8' 4'-8• YES ALUM. PGT TOP @ 6'8'A.F.F. 122 FIXED GLASS 3'-0' S'-0" YES _ ALUM. POT TOP @ V AF.F. 222 FIXED GLASS 2'$ 11-81 YES ALUM. PGT TRANSOM Lwj o 123 FIXED GLASS 3'-0' S'-0' YES ALUM. PGT TOP @8-A.F.F. 223 FIXED GLASS 2-8° 1'-8• YES ALUM. POT TOP @Vr A,F.F. 5 M 124 FIXED GLASS 3'-0' 1'4• YES ALUM. POT TRANSOM 224 CASEMENT V-0' S-0' YES ALUM. PGT TOP @TA.F.F. Cq z Z E y 1 125 FIXED GLASS 2'-8' 1'-4" YES ALUM PGT TRANSOM 225 FIXED GLASS T-0• 11-81 YES ALUM. PGT TRANSOM Z § 126 FIXED GLASS 4'-e' 1'4' YES ALUM. PGT TRANSOM 226 CASEMENT T-0° 5'-0' YES - ALUM. PGT TOP @ T A.F.F.;EGRESS v�i o Ln V� 127 FIXED GLASS 3'-0• 6'-0' YES ALUM. PGT TOP 8'8•A.F.F. 227 FIXED GLASS T-W V-8' YES ALUM. PGT TRANSOM z Z 128 FIXED GLASS 3'-W 11. YES ALUM. PGT TRANSOM 228 FIXED GLASS T-0• 2'-0° YES ALUM. PGT TOP@V A.F.F. wi u 129 FIXED GLASS 3'-0' 11-8' YES ALUM. PGT WINDOW BELOW 229 FIXED GLASS 3'-0" 2'-0° YES ALUM. PGT TOP @ 8'A.F.F. o 130 FIXED GLASS 3'-0" VV YES ALUM. PGT TOP @&a-A.F.F. 230 FIXED GLASS 3'-0' 2'-0' YES ALUM. PGT TOP @ 8'A.F.F. a a Z 131 FIXED GLASS 3'-0' 1'J3' YES ALUM. PGT TRANSOM 231 FIXED GLASS T-W T-0' YES ALUM. POT TOP@8'A.F.F, oa Z 0 132 FIXED GLASS 3'-0" 1'-8" YES ALUM. PGT WINDOW BELOW 232 FIXED GLASS 2'43' 4'-0' YES ALUM. POT TOP @ e'A.F.F. a p 1 233 FIXED GLASS 2'43• 2'-0" YES ALUM. POT TOP @ W A.F.F. 234 CASEMENT TV 5'-01 YES ALUM. PGT TOP @ 8'A.F.F. S r a 5S S F a_ 235 CASEMENT T-W 6'-0" YES ALUM. POT TOP @ 8'A.F.F.;EGRESS F.,o 236 FIXED GLASS 3'-0• 2'-0' YES ALUM, PGT TOP @ 8'AF,F, ?aa 237 FIXED GLASS V-T 2'-0• YES ALUM. POT TOP @ 8'A.F.F. 238 FIXED GLASS 3'-0^ T-D' YES ALUM. PGT TOP @ 8'A.F.F. a < XD FIRST FLOOR DOOR SCHEDULE - 239 FIXED GLASS 3'8' 1141' YES ALUM. POT TOP @TB°A,F.F. ��. ass= W SIZE PROTECTION 240 FOXED GLASS 3'-8° T-0- YES ALUM. PGT TOP @ 5'8'XF.F. zl¢ NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUFACTURER REMARKS 241 FOXED GLASS 3'-8^ T-8• YES ALUM. PGT TRANSOM - ---1 101 FRONT ENTRY DOOR 3'-0' e'-0' YES WOOD 242 FIXED GLASS 3'-W 7'-0' YES ALUM. PGT TOP @ S8°A.F.F. 102 OVERHEAD DOOR 18'-0^ 8'-0' YES METAL CLOPAY 243 FIXED GLASS 3'-e" 1'A' YES ALUM. PGT TRANSOM 103 SWING.EXT 3'-0' 814T YES FIBERGLASS 244 FIXED GLASS Y-8' T-0• YES ALUM. PGT TOP @ Us-A.F.F. 104 SLIDER-0BL PR4'-0^ 10'-0^ YES ALUM. 245 FIXED GLASS 3'-0^ V-81 YES -ALUM. PGT TRANSOM 105 SLIDERTRIPLE 3@4'-0' 10'-0' YES ALUM. 246 FIXED GLASS 3'-8' 11-8' YES ALUM. POT TOP @TB'AF.F. IV W O 106 EXTERIOR FRENCH V-0' B'-0" - YES FIBERGLASS 247 FIXED GLASS 3'-8' 11-81 YES ALUM. PGT - TOP @ T8•A.F.F. IriM W O CD Y 107 SLIDER4PANEL 16'-0° 10'-0^ YES ALUM 248 FIXED GLASS Y-8' 31-W YES ALUM. PGT TOP @6'8'A.F.F. 108 DOUBLE FRENCH PR Z-8• e•-0• - FIBERGLASS 249 FIXED GLASS T-87 1'-81 YES ALUM. PGT TRANSOM 109 SWING GARAGE T-0' 8'-0' - METAL FIRE RATED W/SELF CLOSING DEVICE 250 FIXED GLASS- T-8" 3'A' YES ALUM. POT TOP@5'8^AF.F. O - w Q 110 SWING 3'-0' 8'-0' - WOOD K255 FIXED GLASS 3'-0' 1'-8• YES ALUM. PGT TRANSOM V >- � }- 111 SWING-DBL PR Z-0- 8'-0" WOOD FIXED GLASS V-81 11-8• YES ALUM. PGT TOP @ T8'A.F.F. N J or 112 SWING 2'-e" S.-W WOOD FIXED GLASS TV 3'-0' YES ALUM. PGT TOP @ 68'AF.F. CO 113 SWING-DBL PRZ-O' 8'-0' WOOD FIXED GLASS T-0' 11-T YES ALUM. PGT TRANSOM V; O Q LI..I LLl 114 SWING 7-8' 81-0" WOOD FIXED GLASS 3'-0° 3'-0• YES ALUM. POT TOP@SB•AF.F. 0 LL OZ CKET2'-0' 8'-0' WOOD FUXED GLASS 3'-0' 1'-e' YES ALUM. POT TRANSOM118 POCKET Z-V 8'-0' WOOD FIXED GLASS 3'-0" 3'1" YES ALUM. PGT TOP @ 5'8'A.F.F. LLf Ln 258 FIXED GLASS T-W 1'43' YES' ALUM, PGT TRANSOM -J W J Ci Q L7 Se O N u Z Q = 0 0 SECOND FLOOR DOOR SCHEDULE Ln SIZE PROTECTION - _ seuwr �./f/ /f Ho sawwv-s",usrrtx s NO. STYLE WIDTH HEIGHT SHUTTER IMPACT MATERIAL MANUF. REMARKS Revisions 201 SWING z'-6^ 6'-0• WOOD No. Date —T rusxevc:ssu azpOOrErivsaoRi - 202 SWING 2'-8" 8'-0• WOOD sENANi -...." i noxsaws oal.mum n `..��i:�'%/: APR1E0usueawa r ascawaEno�nw+ sv.Fus°w eesLowl 203 SWING 2'-6" 8'-0" WOOD WINDOW OPTIONAL CAST SILL W/Pr BUCK WINOOWmOOR NERD wI PTBUCK .Wi¢ae�lc Muauro WOOD FRAMING WINDOWmOOR JAMB FLASHING 204 POCKET 2'-8° WOOD 2 acme:N.rs s .nr.s. f 3 W�'ns� ovromi I 205 SWING 2'-6" 8'-0• WOOD ssnfANr /�. f ooaa� sausrr - 2D6 SWING-DBL PR V-8" B'-0' WOOD 4 WFLASHIN r'' 207 SWING r-e° s'-D• wooD DrawnBy, J.E. 208 SWING 2'-8" B'-0• WOO" Plan No. G2-3730-S LFllswNenr� ) 209 SWING 2'-6" 8'-0' WOODwwoowmooRaMew/Preu Date; 3-24-202S scu 210 SHOWER-BYPASS PR 2-6" T-0" GLASS TEMP.GLASS SHING 211 SWING 2'-6" B'-0' WOODMASONRY DO - RNiHINC[SEIT sWaNi.a - nT. aauf�ma�xniwt �� •al¢pWa IXi UCum ortm"m,ry wa�wm tl�wau"x vuso.¢ueFnns ALL FLASHINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS BASED ON THE WALL CONSTRUCTION AND WINDOW TYPES: XExrervaa y a ..r wmcu.auimsr joF fty:9 d ,�rn.W�ss�ro, FMA/AAMA-100-10 Standard Practice for the installation ofWlndowa in Wood From Comb-ton sari wau.ssNFArx � I�i �� FMA/AAMA-200 FMAhVOMA 250:Standard Practice Installation ofWlndowsNSudace BartierCMU Wells D"s"No 1 '� l; FMAIMMANVDMA 300 Standard Pradw for the Inatellallon of Exterior Doors in Wood Fneme Construtoon s f WINDOWPRECASTSILL and/or FKWAAMANVDMA400 Standard Practice for the Installation of Doors In Surface Barrier CMU Wells WOOD FRAMING WINDO SLLFLA9 ND Lrr- srae.N.ls. J U L 2 3 202.5 DOOR&WINDOW FLASHING DETAILS SHEET I Southold ownA--13 Board of Trustees CONSTRUCTION SET q + •d = � i � Wit` "^�;�� 4� �4 _. ?� "H•. • • t t � • • t a ^ ( ¢ ac �; � t � ,�,.rr �! ,, ,� y 't`.s�c•n..x , yam �'"� ,�`'. Via., �� � w..• �„ l"a"`<.. u . . 1 0 lzat �t1. zt am -14 moral n.r t.tWW re 4 ra p� sourna�o Iwo w 's z111W r. _ ,w w ) a a = ,R y3 CEDAR 1so1�mlo�io O _. 3 a aaNi t M lOWN6 SW InOLU in 1 r . N F > I xWW s s Iw NEST as e F. w 1�xE 15 - ♦ la at R 11A01 w__ w L L� � / r _ ,� �.. o•� „a yt tN<I HOG! NECK BAY E r" _�_ '"• Utl y — — '— �..�— ,�„� NOTICE gru,§, COUNTY OF SUFFOLK © E soualloLo SECTION NO Real Property Tax Se 'Ce Agency Y ® � onE-- —__ "� __•__ �_u___•__ Canir p<.rw.wa,n YttlH a, qo Urr.` sr r rslM. u ,� —__— ,n,„„,� --.-- o......--ww-- ,ar . ML^ . �,�,': n P incrw Hop PROPERTYMM ENGINEERING& ISLANDWIDE I LAND SURV YING 280 Main Street-Suite 1,Farmingdale, NY 11735 October 22,2025 Town of Southold Trustees Town Hall Annex Building 54375 Rte.25 P.O. Box,NY EC CQ r I �, E yh Southold,NY 11971 �-� 3 '� r I RE: CHULA VISTA HOMES LLC C/O MICHAEL LIEGEY 0 CT 2 2 2025 500 LAKESIDE DR N-SOUTHOLD SCTM No.1000-90-3-4 Southold Town WETLANDS PERMIT APPLICATION Board ofThistees Dear Trustees: We hereby submit (1) original and three (3) copies of the revised plans for issuance of a Tidal Wetlands permitting for the above referenced project. The plan set that was mailed for resubmission on October 10, 2025 in regards to the email received September 8,2025 has since been updated with a revised retaining wall layout. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at hailey@islandwideengineering.com Very truly yours, i Halley Jackson Civil Site Engineer w Hobson, Thomas From: Hobson,Thomas Sent: Monday, September 8, 2025 9:30 AM To: 'jjpatanjo@gmail.com' Subject: Chula Vista Homes LLC - 500 Lakeside Drive N, Southold Good Morning Jeff, I was doing a preliminary review of the Chula Vista Homes application for the October agenda and noticed the following: 1) Pier line is not on the site plan. I see the neighboring homes,but we'll need the pier line shown as well; 2) We need side elevations of the concrete retaining walls and steps on the construction plans. Thanks! Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 t 1 { �1':ZZ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY 11971 { CoU Ti, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: November 10, 2025 Re: LWRP Coastal Consistency Review CHULA VISTA HOME, LLC, SCTM# 1000-90-3-4 This application is for a Wetland Permit to construct a proposed 3,325sq.ft. total square footage two-story, single-family dwelling with a 32sq.ft. front covered porch and attached garage, a 21.8'x18' covered lanai, a 12'x15.7' covered on-grade patio, install a 285' long by 4' high (maximum height) concrete retaining wall along the seaward side and side yards of the property with 6'x4' seaward steps down; plant 3' high native plantings along the retaining wall; install an I/A type sanitary system landward of dwelling; install a stormwater drainage system; install a/c units with a 5' high privacy wall; install underground electric and water service; install a gravel driveway; approximately 200 cubic yards of clean fill to be added surrounding the proposed dwelling to raise the grade; install silt fencing prior to and during construction; and to establish and perpetually maintain a 50-foot wide Non-Disturbance Buffer area along the landward edge of wetlands, and the area between the retaining wall and buffer to return to its natural state of vegetation. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: 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. Policy 6 Protect and restore the quality and function of the Town of Southold's ecosystem. 6.1. Protect and restore the quality and function of Town of Southold's ecosystem. B. Protect and restore ecological quality by adhering to the following measures. 2. Retain and add indigenous plants to maintain and restore values of natural ecological communities. b. Include the use of suitable indigenous plants in the landscaping plans for new development and in redevelopment projects where loss or disturbance of existing indigenous plants could not be prevented during construction. 3. Avoid fragmentation of ecological communities and maintain corridors to facilitate the free exchange of biological resources with and among communities. b. Where fragmentation of ecological communities has already occurred, the adverse effects of fragmentation can be mitigated by maintaining or providing connecting corridors to allow exchange of biological resources. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 2 D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed actions include constructing a residence, covered patio and lanai within 100' of a tidal wetland boundary in what is currently undeveloped land with a native tree and shrub cover. The proposed structure, while of a scale somewhat similar to the adjacent homes, encroaches closer to the wetland/shoreline than the adjacent homes and is significantly closer to the wetlands than the previously approved residence (Trustee permit#10343). The lot is deep enough to allow for all proposed construction to be moved away from the water and outside of the 100' wetland set back. 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. 3 a Z_,� President Qji Town Hall Annex Glenn Goldsmith, r A.Nicholas Krupski, Vice President 54375 Route 25 P.O.Box 1179 .. John M $redemeyer IIIjr Southold,New York 11971 Michael J.Domino' !y Telephone(631) 765-1892 Greg Williams ' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application � ,i rr r /f L i Wetland Permit Application Administrative Permit d IIIJJJ Amendment/Transfer/Exte Sion Ej :UL 2 3 2025 _Received Application:� J.� - - _Received Fee: $_i � a South h Town J_CompletedApp ication: �. 7C Board of Trustees _ _Incomplete: SEQRA Classification: Type I Type H Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: :T _Coordination: (date sent): _LWRP Consistency Assessment Form Sent: c CAC Referral Sent: Date of Inspection: 11 Receipt of CAC Report:_lu - Technical Review: _Public Hearing Held: ll Resolution: _ Owner(s)Legal Name of Property(as shown on Deed): Chula Vista Homes LLC c/o Michael Liegey Mailing Address: 375 Depot Rd, Huntington Station, NY 11746 Phone Number: 516-924-4606 Suffolk County Tax Map Number: 1000- 90-3-4 Property Location: 500 Lakeside Drive N,Southold, NY 11971 See location map (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Islandwide Engineering&Land Surveying c/o Jeffrey Patanjo Mailing Address: 280 Main St-Suite 1, Farmingdale,NY 11735 Phone Number; 631-487-5290 EMail:jeff@islandwideengineering.com Ls ISLANDV V IDt. LAND SURVEYING 280 Main St—Suite 1, Farmingdale, NY 11735 July 21,2025 RE: CHULA VISTA HOMES LLC C/O MICHAEL UEGEY SOO LAKESIDE DR N-SOUTHOLD SCTM No.1000-90-3-4 PROJECT DESCRIPTION The project includes the construction of a proposed 3,325 S.F. total square footage 2-story single family residence, 21'-8" x 18' covered lanai, 12' x 15'-8" covered patio, and 32 S.F. front porch on an existing vacant property. House dimensions consist of varied size house with an overall front yard width of 65'- 2", overall side yard width of 84'-6", 5'x 6'-4"front covered porch, 12'x 15'-8"covered back patio, 18'x 21'-8" covered lanai, 6' x 4' rear steps, and a 285' long concrete retaining wall. A proposed I/A type sanitary system will be installed in accordance with SCDHS standards and all roof run-off will be directed to on-site drywells.A 50 foot wide non-disturbance planting buffer will be added along the wetlands line and the area between the installed retaining wall and planting buffer will return to its natural state of vegetation. Approximately 200 CY of clean fill to be added surrounding the proposed house to be raise the grade. A silt fence will be installed surrounding the entire work limits until site work is fully stabilized. Board of Trustees Application GENERAL DATA Land Area(in square feet): 24,915 Area Zoning: Residential (R-40) Previous use of property: Vacant Residential Intended use of property: Covenants and Restrictions on property? ❑ Yes 0 No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? R1 Yes ❑ No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? ❑ Yes FV _No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? ❑ Yes ❑✓ No Does the structure(s)on property have a valid Certificate of Occupancy?=Yes No Prior permits/approvals for site improvements: Agency Date Town of Southold Trustees 3/15/2023 No prior permits/approvals for site improvements. Has any permittapproval ever been revoked or suspended by a governmental agency? No ❑ Yes If yes,provide explanation: Project Description(use attachments if necessary): See attached Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: 1,814 square feet Percent coverage of lot: 7.28 % Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: sa.osfeet Does the project involve excavation or filling? No 0 Yes If yes,how much material will be excavated? 138 cubic yards How much material will be filled? 338 cubic yards Depth of which material will be removed or deposited: 4 feet Proposed slope throughout the area of operations: 1-4 — Manner in which material will be removed or deposited: Work to be completed by skid steer and/or excavator Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): There will be no effect on wetlands due to construction.A non-turf buffer and retaining wail will be provided for permanent post-construction stabilization and silt fencing will be installed during construction. Short Environmental Assessment Form Part 1 -Project Information Instructions for Comnletinzt Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 500 Lakeside Drive N-Southold Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Construct proposed 3,325 SF single family residence with lanais,patios,porches,and an 11A style sanitary system. Name of Applicant or Sponsor: Telephone:p 516-924-4606 Chula Vista Homes LLC c/o Michael Liegey E-Mail: micklinhomes2@gmail.com Address: 375 Depot Rd City/PO: State: Zip Code: Huntington Station NY 11746 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, ZEI 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? YES If Yes,list agency(s)name and permit or approval:NYSDEC/Town of Southold Trustees&Building Dept./SCDHS R 3. a.Total acreage of the site of the proposed action? .572 acres b.Total acreage to be physically disturbed? .35 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •572 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, - - NO YES N/A a. A permitted use under the zoning regulations? ❑ Fv-1 ❑ b. Consistent with the adopted comprehensive plan? ❑ 0 ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ Wl 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Cedar Beach,Name:Peconic Bay and Environs,Reason:Significant coastal fish&wildlife habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, ... ❑ ❑✓ 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? 0 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed R] ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Proposed project includes new I/A style sanitary disposal system ❑✓ ❑ 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 Rl 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 ❑ 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? ❑ 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: Stillwater Lake,No alterations to area r x Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ©Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional O Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ Common Tem.Least Tern,Pi... 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑ NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? ❑ ❑ If Yes, a. Will storm water discharges flow to adjacent properties? LJ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑✓ If Yes,briefly describe: Roof and driveway runoff will be directed into on-site drywells. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO rYEor other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: v( �9. 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: 14/1 ❑ 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 CER 'IFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST:0FJMY KNOWLEDGE Applicant/sponsor/n e: Michael LiegeyDate: /'� Signature.. Title:Applicant PRINT FORM Past, 3 of 3 EAF Mapper Summary - ort esday, October 26, 2021 11:46 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental a r 4 t " t z90 assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF L� question can be obtained by consulting the EAF Workbooks. Although S&` 6 13.55 the EAF Mapper provides the most up-to-date digital data available to �p }� ' DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations c W ry A �y y. ?. 7✓fJ� ��2 'M 'v'�--���'i t F V �� ��� 7A y 4 ';�.'_,—'S"y'+�J m1k•"" ", �...,.,� nn 1 rZ h"` P..,T"" � ra�"071fr611 k ti . 2 � 90 3 �p13Ctth tA3r. a x 4 ' 1 rt fT apt t �Alh- _�` 9o^ton, r s � N` +' }tt►e �f ilcj i � , rcafcfane t , '•i--+:..�. xi ,r-^ �, , , s rF •xs h a ° �, r a 5,, `# v �.: 41 *<- .90y , 9 y , ��yy/�yy r t u r ! L1 V i -'Y h ,+ -ter .' r '1,1 J.1 W.f # s J '"—.. i 1. -r' t" ky ilXa '4 I 81 xl, Y• y Yk rr y y" t° x s5x} KiPA1fab {jht r 1 J• y n 9{J. 3'i;l� hfF 7} d.�slrl j 'FfiftadPipf714 an iln SG�'haunt IF CREt IF1 F'.�I IF tiii`f%Esrt� i3�a[3 t..Ell, ii 'hula(fi nit I,afi l+/E;n Ef,tEilT l L�ir�Esn Jlapa i t IETI Esn r tiiri IHaiitf i �nrU E�'ri t .. " , I r�t;a6 i%(ll��i at�rrl l l'�t t (� I �i562et a`la` r ifit tS �c( I GI U`szt C nit'tiillr5 P1 ctc,6r r tf?x#t l ja�ohtt l� r `' ` ae GIs U�?i Gramm ut .:s� i?��Ya�711 _ u. ag - Part 1 /Question 7 [Critical Environmental iYes Area] Part 1 /Question 7[Critical Environmental iName:Cedar Beach, Name:Peconic Bay and Environs, Reason:Significant ;Area- Identify] Icoastal fish &wildlife habitat, Reason:Protect public health, water,vegetation, I&scenic beauty, Agency:Southold,Town of, Agency:Suffolk County, Date:3-9- _ 90, Date:7-12-88 I LPart 1 of Historic c Places ion StateSt State ._ ._. [National No Registerg• Sites] 'Part 1 /Question 12b [Archeological Sites] iYes Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated W_aterbodies] _ 1waterbodies is known to be incomplete. Refer to EAF Workbook. iPart.1~_gQuestion 1'][Threatened or Yes ,Endangered Animal Part 1 /Question 15 [Threatened or Common Tern, Least Tern, Piping Plover 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 1 Board of Trustees Application AFFIDAVIT Michael Liegey BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL - EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. 'Signature of Property Own Sign a of Property Owner SWORN TO BEFORE ME THIS DAY OF 20 Notary P I JOSEPH CIECHANONCZ Notary Public State of New York No.006175265 Qualified in Suffolk County Commission Expires Oct 22,2 27 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Michael Liegey owners of the property identified as SCTM# 1000- 90-3-4 in the town of Southold ,New York,hereby authorizes Islandwide Engineering & Land Surveying clo Jeffrey Patanjo to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. X,I A-e2 0-n�—�? � Property Owner's Signature Property, wner's Signature SWORN TO BEFORE ME THIS t7 DAY OF � i 20 dl-�D ze4 Notary Public LEPH CIECHANOWICZ otary No IOState 6 75265ew York Qualified in Suffolk Couni `� Commission Expires Oct.22,2 APPLICANUAGENPREPRESEN'TAME TRANSACTIONAL DISCLOSURE FiORM 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. necessafv to avoid some YOUR NAME: Liegey,Michael (Last name,first name,rpiddle initial,unless you are applying in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other ,,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES1:1 NO R1 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): JJA)the owner of greater than 5%of the shares of the corporate stock of the applicant EL (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 thi d of ` 202 5 Signature Print Name Michael Liegey Form TS 1 APPLICANT/AGENT/RFPRESENTATIVE TRANSACTIONAL DISCLOSURUORM The Town of Southold's Code of Ethics prohibits con`O cts of interest-on.the part oNown.Officers and employees.The riurvose of this form is to provide information.whkh:ean,alert the_town_ofbossible..conflicts`of intetesvaiid all it to tak"hateyef action is; necessary:tb avoid.same. YOUR NAME' Islandw de Engineering&land Surveying.O.P.C.-Jeffrey Patanjo (Last name,first name,:giiddle initial,unless you'are applying"in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION` (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other . (if"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? ."Relationship"includes by blood,rgarriage,or business interest."Business interest"means a business, including dpaitiiership,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 oremployee.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,paren(oi�child is(check all that apply): O—A)the owner of greater than 5%of the shares of the corporate stock of the applicant 11 (when the applicant is a'corporation); 13)the legal or-beneficial owner of any.interest in a non-corporate entity(wheat 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 th' �', da f J�� 202 5 - - $i�aturer ��� Print Nam Jaffrey Patanjo Form TS 1 ... 3oard of Trustees Applicat k1l.-I PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: t!�L go - 3 -3 Qo - 3- ,5 90 - `/ - -3 STATE OF NEW YORK COUNTY.-OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public ISLANDWIDE ENGINEERING& LAND SURVEYING 280 Main Street-Suite 1, Farmingdale, NY 11735 November 4, 2025 Town of Southold Trustees ( J Town Hall Annex Building ;' {!.; 54375 Rte. 25 J I P.O. Box 1179 i Southold,NY 11971 I Lil NOV - 2025 RE: CHULA VISTA HOMES LLC C/O MICHAEL LIEGEY r 500 LAKESIDE DR N-SOUTHOLD Solutlk;ld Town SCTM No.1000-90-3-4 AFFIDAVIT OF MAILING Dear Trustees: Attached, please find Affidavit of Mailing and Certified Receipts for the above reference project. If you should have any additional questions or comments,please don't hesitate to contact our office,or email me directly at karol@islandwideengineering.com Very truly yours, Karol Carvajal Project Engineer Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM9: ( 000 -90-3-9 C"A 'yi s;c,s Rom j LAC C 10 1 r'ickael be fy NAME: ADDRESS: 1000-90-3-3 1000-90-4-3 Katsiris Konstantinos D Adimey Marijo Oriie-Katsiris Julia M Lugris Veronica 300 Rector PI Apt 5Q 480 Oakwood Ct New York, NY 10280 Southold, NY 11971 1000-90-3-5 1000-90-4-4 Cornell Roger Gilman Paul S Cornell Virginia Gilman Ellen S 650 Lakeside Dr N 680 Oakwood Ct Southold, NY 11971 Southold, NY 11971 STATE OF NEW YORK COUNTY OF S++Ff-0L- i i1t Srt�a� lslanckuide Fvtgineerinq y(.and Svwyinq c% Puml larugl ,lresiding at Qqo Rctm S4 1 Su�{e 1 TurmiAlq a(e HI d t :1 33- , being duly sworn, deposes and says that on the 3 day of Rc ef&'"V' 20 .17 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses'set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at -f-cay++'(nc a<2. , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. �-/o Ll � 4 ') Signature Sworn to before me this r� Day of A)0u- ��, � . 20 ;Z _ banana D.Ciaspw NotaryPublic Notary Public,state of NewYark No.01 CL6175334 Qualified in Suffolk County Commission Exoires October 9,20 ............ ............. 60U� r, g �dtrt IIPP I Qf`III'I'II'0`,,,� I p nj Certified Mail Fee Certified Mail Fee nj 30 ni $ ni $A.I le,� 41V fee in gppr�pyate), to) r—I Extra Services&Fees(check box,add fee A All r-q Extra Services&Fees(check box,add ❑Return Receipt(hardcopy) $ E]Return Receipt(hardoopy) $. stmark 1=1 ❑E:1 Return Receipt(electronic) $ Postmark E3 E]Return Receipt(electronic) $ E]Certified Mail Restricted Delivery $ Here r-3 0 Certified Mail Restricted Delivery $ Here 4iH..HA ❑Adult Signature Required $ E]Adult Signature Required $ ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ Postage Postage Ln Ln Ur I.1/0 3 2% 'r C3 Katsiris KonstantinoS D rq Cornell Roger Co ru Orlie-Katsiris Julia M ------------ ru Cornell Virginia ------------------- E3 M 300 Rector PI Apt 5Q ... r- 650 Lakeside Dr N -------------------- � New York, NY 10280 Southold, NY 11971 ■ q 1�R I.:1 11�111 A 1 'W P. 0 11014 �3 LZBUIL)t y sot th" U Certified Mail Fee Certified Mail Fee 07 5 ru $5 30 ni d r ni $ add fee fe) box,add fee s 8PPrP Extra Services&Fees(check box, r-I Extra Services&Fees(check [I Return Receipt(hardcopY) $ i F Return Receipt(hardcoPY) C3 E]Return Receipt(electronic) $ Postmark IF],0 0— Postmark M E]Return Receipt(electronic) $ Certified Mail Restricted Delivery $ 1.4 1., Here E]Certified Mail Restricted Delivery $ �A CM3 0Adult Signature Required $ r-3 []Adult Signature Required $ E]Adult Signature Restricted Delivery$ C3 E]Adult Signature Restricted Delivery$ r3 Postage ,i J )"7 i V s Postage : Lin -1 103 F", --n r 0-4-3 E 90-4- M 4 Gilman Paul S Adimey Marijo r-q ru Lugris Veronica W Gilman Ellen S C3 -------- 1=1 1—------ rl- 480 Oakwood Ct r- 680 Oakwood Ct Southold, NY 11971 Southold, NY 11971 Glenn Goldsmith. President ��,u' �t�; Torn I-fall Annex A. 'Nicholas Krupski. Vice President ` i47 Koute ? ILric Schenoski C� , 'Y` P.O, Box 1 179 a� [_,i/Gillook Southold.NY 1 1971 hlizabeth Peeples 'iJ "" r � l elephone(6 1) 6 1 89_'. Fax (6>1)765-664l BOARD OF T'MN"N TRUSTFES TOWN OF SOU THOLD FIOARD OF SOUITIOLD Nov --------------------------------------------------------------- In the :Matter of the Application of - C'I-I�LA VISTA HOME L,LC C'Ot'NTY OF SUFI OL,K STATE. OF NEW YORK AFFIDAVIT OF POSTING D0 NOT C"OMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE — COMPLETE THIS FORM ON EIGHTH DAY OR LATER residlno, atrdba being duly sworn, depose and say: That on the { day of ;��Y,t ' �.I ?0 3', l personalty posted the property known as ' > a k e3 i d C D r i ve. 1'11 So U4h0 d 1 q=) i by placing the Board of'Trustees official noticing poster where it can easily, be seen from the street. and that I have checked to be sure the noticing poster has remained in place for a fult seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to he held Wednesday, November 12,2025. Dated: (signature} Sworn to before me this day 01 �"��_, "'O'L - Willis B,Carman Notary Public,State of New York No.02CA5015864 Sualifed in Nassau County COrnn,I cs on ExrSMS J:I!V 19,2tk' r � - I\cotary l ubtIc N 0 L 10 1 N' G T1 L_ =_ _ OF HtAmil NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the-Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHULA VISTA HOME, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed 3,325sq.ft. total square footage two-story, single-family dwelling with a 32sq.ft. front covered porch and attached garage, a 21.8'x18' covered lanai, a 12'x15.7' covered on-grade patio, install a 285' long by 4' high (maximum height) concrete retaining wall along the seaward side and side yards of the property with 6'x4' seaward steps down; plant 3' high native plantings along the retaining wall; install an I/A type sanitary system landward of dwelling; install a stormwater drainage system; install a/c units with a 5' high privacy wall; install underground electric. and water service; install a gravel driveway; approximately 200 cubic yards of clean fill to be added surrounding the proposed dwelling to raise the grade; install silt fencing prior to and during construction; and to establish and perpetually maintain a 50-foot wide Non-Disturbance Buffer area along the landward edge of wetlands, and the area between the retaining wall and buffer to return to its natural state of vegetation. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 TIME & DATE OF PUBLIC HEARING: Wednesday, November 12, 2025 — at or about 5:30P.M. If you.have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I., All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfiront 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.andadverse effects upon the coastal area(whichincludes all of Southold Town). 3. If any question in Section C. on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy, standards and conditions contained in the consistency review law. Thus,,each answer-must be explained in detail, listing.both supporting. and non- s tpportirie:faets. 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 SCTIvI# 90 PROECTNAME 500 Lakeside Drive N - Southold The Application,has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital '❑ construction,planning activity, agency regulation,land transaction) 0 (b). Financial assistance(e.g. grant,loan, subsidy) (c) Permit; approval,license,certification: Lr J Nature and extent of action: See attached Location of action:500 Lakeside Dr,Southold,NY 11971 Site acreage:0.572 — Present land use:Vacant Present zoning classification: Residential(R-40) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Chula Vista Homes LLC c/o Michael Liegey (b) Mailing address:375 Depot Rd,Huntington Station,NY 11746 (c) Telephone number:Area Code '516-924-4606 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? NYSDEC/Town of Southold Buldmg Dept/SCDHS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED.COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWMP Section III—Policies; Page 2 for evaluation criteria. Z✓ Yes ❑ No ❑ Not Applicable Project is consistent with neighboring properties and makes beneficial use of property. 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 No effect due to type of project and its'consistence with surrounding homes. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable No effect 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 S through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable No effect. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No RINot Applicable No effect Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No ❑✓ Not Applicable No effect Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III —Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable No effect 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 21 Not Applicable No effect PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑. No Ft/]Not Applicable No effect Attach additional sheets if necessary 9 0 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. ❑Yes ❑ No Fv� Not Applicable No effect Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable No effect 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 0 Not Applicable No effect 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 No effect PREPARED BY Jeffrey Patanjo TITLE Agent DATE 7/15/2025 ENGINEERING& ISLANDWIDE LAND SURVEYING 280 Main Street-Suite 1, Farmingdale, NY 11735 n July 22,2025 D �VJ Town of Southold Trustees JUL 3 Town Hall Annex Building 54375 Rte.25F. Southold To P.O.Box 1179 wn Board of Trustees Southold,NY 11971 RE: CHULA VISTA HOMES LLC C/O MICHAEL LIEGEY 500 LAKESIDE DR N-SOUTHOLD SCTM No.1000-90-3-4 WETLANDS PERMIT APPLICATION Dear Trustees: We hereby submit the application package, (1) original and three (3) copies of the proposed plans, stamped survey, photographs, architecture plans, and a check in the amount of $1,250 for Tidal Wetlands permitting for the above referenced project. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, Karol Carvajal Project Engineer