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1000-115.-17-17.11
OFFICE LOCATION: '` ®� �� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn ac Southold, NY 11971 ® �O` Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2025 Re: LWRP Coastal Consistency Review for CHRISTOPHER & MAIRI YOUNG SCTM# 1000-115-17-17.11 Richard Mato, Architect on behalf of CHRISTOPHER & MAIRI YOUNG requests a Wetland Permit to remove 163sq.ft. of existing rear covered porch, remove 509sq.ft. impervious bluestone patio at grade, and reconstruct in same location a new 392sq.ft. one-story addition onto dwelling over a new 336sq.ft. crawlspace and 56sq.ft. partial basement with a 28sq.ft. bilco door; install a new approximately 300sq.ft. bluestone patio set in lawn in same location as existing with a bluestone stepping path to pool patio; remove existing 1,037sq.ft. bluestone pool patio, 39sq.ft. bilco door with basement steps, and 44sq.ft. landing and steps, and construct a new 1,164sq.ft. porcelain pavers patio, and a new 4'x13' entry platform with steps; the existing retaining walls for pool patio are to remain. Located: 470 Willis Creek Drive, Mattituck. SCTM# 1000-115-17-17.11 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 action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold �` M6�:'," OdM® LWRP CONSISTENCY ASSESSMENT FORM AUG 0 6707.5 SOU'i MULO TCVvN A. INSTRUCTIONS PLANNING BOARD 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Tovsn of Southold agency in making a determination of consistency. *Except manor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail. listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places online at the Town of Southold's website(southoldtown.northfork.net), the Board of Tru ees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PRO SED ACTIO SCTM# 115 _17 -17.11 PROJECT NAME Christopher& Mairi Young The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation, land iransaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) c Permit.qppr9yal, license certification: Nature and extent of action: Proposed (1) story addition to rear of existing --.house,-existing pool patio to be replaced-with-minor-reconfiguration, removal of existing slate patio and replace with new blustone pavers set in lawn Richard M . Mato , Architect 111; Lg V T AUG - , 20 TOWN OF SOUTHOLD Southold Town Board of Trustees Board of Trustees 54375 Main Road Southold, New York 11971 July 7, 2025 Rev. July 31,2025 RE: Chistopher Young SCTM# 1000-11517-17.11 Project Description A Wetlands Permit to remove 163 s.f. of existing rear covered porch and removal of 509 s.f. existing impervious bluestone patio at grade, and reconstruct in same location a new 392 s.f. 1 story addition over new 336 s.f crawspace and 56 s.f. partial basement with new 28 s.f. bilco door.New 300 s.f(approx.)bluestone patio set in lawn in same location as existing impervious bluestone patio with new bluestone stepping path in same location that runs towards pool area. Removal of existing 1,037 s.f. bluestone pool patio, 39 s.f. existing bilco door and basement steps, 44 s.f. existing landing and steps and replace with new 1,164 s.f. porcelan pavers patio with stoop and steps. Existing retaining wallsfor pool patio are to remain as is and unchanged. Should you have any questions regarding the enclosed, please feel free to contact me. Sincerely, �6 Richard M. Mato,A.I.A. P.P. Box 2284 Aquebogue,NY 11931 Tel:(631)523-5879 E-Mail: rmatoarchitect@gmail.com Location of action: 470 Willis Creek dr., Mattituck Site acreage: 1.021 Present land use: Single Family Residence Present zoning classification:AC 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: Richard M Mato, Architect _ (b) Mailing address: P.O. Box 2284 Aquebogue, N.Y. 11931 (c) Telephone number: 631-523-5879 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No ✓❑ If yes,which state or federal agency? _ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No❑✓ Not Applicable Attach a ihonal 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 The proposed additions will be well screened with existing vegetation and will not detract from the visual quality of the area. All existing vegetation shall be preserved 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( Z Yes u No ❑ Not Applicable The proposed additions will be inside of existing patio area footprints. No structures or natural resoure� will be affected. 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 Z Yes ❑ No ❑Not Applicable New addition to have gutters and leaders to control storwat_er runoff. v__ All existing ve eation to be retained. ttach 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 New additions to comply with the regulatory requirements from the states wetland laws and required dimensional setbacks. No fill or excavation will be placed on vegetated wetlands. the scale of development has been designed in a way to minimize adverse impact. 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. n✓ Yes ❑No❑ Not Applicable all construction debris will be removed from site and no burning of trash will be performed in order to restrict emissions. 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 evaluatiop criteria. ❑Yes ❑ No M Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III--Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 21 Not Applicable Attach additional sheets if necessary WORIUNG 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. i ❑Yes ❑ No ✓❑Not Applicable Attach additional sheets if necessary ^� Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No21 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable PREPARED-BY-Richard M Mato� -TITLE Architect DATE4/24/25 e; 4� d N. k, _ + � s , � f s iI r f 41 {. AL i �. a 1 to a 4. -Y /: EEE 9EC HO,OB �c,:..i .••,� MAICM • a<b y, ,x.n e.�rn REENPGR� ..- .. o e it u a ea ! eMcl , it la; @-te z `�' oeraowrtenwwnrTw ]d WT! A S.M �,1 a a K - "" S ri 4r"t,, _ reryy 'O IN J e 30 p ,A ,Taunt •F .1A 1p+ „ S a a�¢ avnrn¢rirn,exr. 0.590u � f� t wo c •U.'. p _.y ;'.-c, tie."'. . for t i°- a TWe) ty2 a s, a b.b a awz -,• ..,, a ° e° ` �. Y_ pF t xJ.Wc) \8` 4 T E e z � o s t; r , pi P t zd u } ,o x, as`J za t i" .a ,vfi p°MiPrlw '•'ur S, i _ '� i ax ^ a e� F (a wkweroau As "ikeoif .2 k ?9 0 tY X. µ--if . 1'S-.. 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E i u 13 K a ; e •4 ,,...^.,. _ --� o*o» .wvlxta COUNTY OF SUFFOLK® M NOME a p U ,.... - - ,....,» .NI Real Proper,yT Secvice,tR¢ncy TErewrad auE ae r w xwnrn.o sortwp 11$ A" " P GENERAL CONDTRUCTICNJ NOTED• GENERAL PRAMING NOTED• I-IIDCELLANEOUa CONSTRUCTION NOTED• GINERAL INTERIOR 8 EXTERIOR STAIR NOTED• I. ALL CONSTRUCTION SMALL CONFORM T THE ZIDO PCSIDWTAL CODE w I. ALL COAV1--51R GRADE LUEB.R F T.CS.Jdar,RAFTERS, PROVIDE CCNTINUOUa XREEMCD vpMBD XPPIiS. ALL CONSTRUCTION AND VS-CON OFAll STAIRS.R•LL BE THE-1 W l STATE.ALL LOCAL BULD-AND ECHING RECU ENDS,ALL 1- GCEaa,BP a•NO GMPIMS Aa w H!pRAHINDa SMALL B b. R•KL aOA Da 9NALL BE WILT OUT A MMIMU f w 4•FOR MOOD REeKNaIE1MUTY 01 THE STAIR CdrRACTOt.ALL STAIRS-L B!IN_eU _AN-1,CMDHT.ANp TWB NEW YOIK STAT !N_CON»NATION. COJGLAS RTH)-M..(NO HIM AN C 11.600.-KI AMC FB-Dre Pel OR BETTER. ME-E.WHE M P[OUIPlD. ___E WIM Pall,RBOI.S,"I.,"I..ME aD] NIIAL D...WB COOL ALL BUILDING CODES AND REGUMEMWTS SMALL eUFERCCOE Me OMWWGa ALL MM..BOARDS SMALL BE BUILT-1 A MINIMIM OF L'IOZ WOOF I NEW TORE MTATB.ALL R19ERa All.CLOSE UNLE»NOTlp OTN[FNIBl, AIB aPGCIMGTION9 NHCT.W oR NOT INdGTLD. ]. ALL l ME G G...AM. NA.BY AMAL.AND PLY.-SAEACANE-e yy Ll.�.e1W R[OVIPCD. .CwdROOT• StAIRD S Y-D•AS PLR.91+.e. BUILDING DEPARTMENT NOTES: SH•LL XGRADED AND M 1-M I AN AN.IIID GRADING WI- MIN- TN!TOP w NHL CHI-dull TERAPATC AT A NMYTUn w]'-O' T a. w CONSTRUCTION WTNN THE I80 PH TNRf[.ECONG S. ALL MAN,FAC-1.FRAMING MAI-.BALL BE AS....A-.IN + ABOVE ANY-I-OF PCC I WITHIN G'-O. 1'uNntA'I TREAD DCITH(WO NYSNNG)-NY GIRT NIN.SPEED...-S SMALL EA IN COPCR -H TUG A-C.ICAN TUC DRAMNGB.AND 9P[ MATIOMa..LLL MANUFACTURED FRA MATE- A. ALL STRUCTURAL STEEL BNALL 89 A-SL SIT-AND dull K INSTALLED AS FOREST AND PAPER A89CCIATIM(AFIAP)WOOD FR COSTRULTION WALL BE INSTALL[.IN ST-T A-CIRDwNC.WIT.WE MIANUFACTURERS KR A.I.eO. MINIMUM NOadG PROJECTION AN -L• MUAL IOR Me AND-FAMILY DWCLLDG9, D GVIpELUKB.ALL MANUFACTURED FRAMING MATERIALS rAFlrlun MCBMI IWN0.1ECTON-It• CODE NOTES: AND ALL CCNT4 SMALL BAR.TMe MAR.-OF-1e G RWUIKTUR[P. MAXIMUM NOSING RAwU9-41L• O F B. KTOMe SHALL BE LKQ19fD uSURfp A9 RCOUIneD. GENERAL PLASHING AND CAULKING NOTES• BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST +. THCOp SHALL ee.XTlRGR GOOD!(L W FIR UNLE»NDT[O +. ALL PLUMBING, PENS,M EM AND Fuel we FUEL dNAl1.COMIC AN TO OTue.wee.ALL PLrNnm WuiNUIG AT ALL wua,PLOORe AND ROOra I. PRowpe PETAL FLAWING WHERE FRAMING LUMBER D W CONTACT WITH AND PAPER ASSOCIATION(AF 8c PA) WOOD FRAME CONSTRUCTION L_ NE R.MMSWG CODS,HECNAMCAL COO[AND PULL OAa CODES AND TN[-L OM COEM.- GENERAL HANDRAIL AND GUARDOEDU NETTED, SMALL BE INaTALLL KMWDKWR T M RAPING.INSTIL ALL H.TwWD 'W"BING CCW HAVING SMALL LL MIRF ONLY L UCCNXD AND w9uR.p MANUAL FOR ONE AND TWO-FAMILY DWELLINGS U m AT HALLS AD PER DETAILS.STAGGER ALL PLYWOOD JONTS MWV'WH w ea a. PROVIDE HIDDEN METAL ILAaHING NN[P[TOPS w RODEO MEET PWM1eING COTPKTON WALL PGafORM ALL PLNEIIG WORK. I ALL DLBIGN,CCNBraNKTION AND INSTALLATION OF ALL HANOMILS AND y NHCRG POadeLE. VERTICAL BURFK6B. GUARDS EMAIL BE TNe CCLE REMPONSIBILITY w W IL CONTRACTOR.ALL e ALL ELECT CAL HMoaF WALL cWrORn TO r.e rue]uD RealceNruL Mope w 9. PRwme HID cOATeo COPPER IwNNe AIRCAMo Au.cNn.era, DESIGN CRITERIA• W NW TORE STATE AND ALL LOCAL AND 11--COOLS AND.-MEMWra I. DOUSES FRAME ALL OPENINGS UNLE94 NOTED OT E-E.PROVE- SKTLGHTe-0 NNC.e BID[e w POOP MEET•VCRTOLL euRIKE.ALL NANOnAIIe AND IUARpM SN 1 BE IN ACCOR.ANC[ M R!,Pal]AND R.... �m AVING'JURIewCTION.ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOaT UNDW ALL P-M.PA .I-UNLESS OTNERWI.0 LAOBM4 SHALL OlTEND UP VERTICALLY A MINIMUM w+•IRO'1 TNe RGLT --RE91D__.O.e OF NEW FORK STAY e.M C7 COI--BALL PERFORM ALL[LECTRKAL WORK. NOTES. UKeee NOrBD OTH-ME.FLASH ALL ROOP9 AS PER MANU1AC1- 9PECII-ION.. ]• PROP WANORALa CH DIE.91-OF ALL IIAM S AND STEPS-- LIVE LOAD 40 PSF: � ♦. ALL CONSTRUCTION&ALL Be BASED ON Me DInW91OND AS IHDIGTED A. a SOLIDI BLOCKMNG OR IFS cRCSa BRACING W All ILCOR bISSL PRAXOB r ALL IX DEAD LOAD 20 PSF: E••1 �S3N BAnI AT MID SPAN OR AT A-MUM w -O.O.L.MICH EVER .». +. METAL DRIP..GEE• ro9tD RCw MMES OVER PAXMA TWO OR MORE RI.CRa,PROVIDE HINORAIL9 AND GU/.RDa AT ALL OPEN AREAS EIY ROOF SNOW LOAD 25 PSF: � z W THE DRANON VCRIPT HILL HeRc NOT OIHENeION[D NMTM THE ARG.ITECT mARDB,PAIL BOARDS AND OVER ALL WINDOWS,Da'1R9 AND weNI-S OR OR NGMen ABOVE ADJA-ILOOtS OR IXTlRICR GRAD[MMLE..NOTED ME IERE rue START w THE I•L0.F.DO NOT aisle dfuWINGS FOR D1M1CNdONa. TNUR TREM. OTI#Rw1aC, WIND LOAD 130MPH LLI T, -I..IL,IZCHIAL SOLID BI--AT ALL CFTWGR MALL.AND T. TNC[EXTRACTOR&ALL BE RESPGNLSIBLI FOR VEaMICAIKN OF ALL -E.-PA.RTTI AT A MAFaTIfiM OF IV-O.O.C.VERTICALLY UNLE» L. =.0 a[AnLW METAL PANG IN I.-LEAD COATED COPPER OR A O e COM-EAS AND DIMWa1OS WITH ME ARCIUT.CT PR-TO THE START OF THE OTN[RwISC NOTED. aTAWLC»STEEL UNDER ALL BFTERION DOONS AND WlWDQ . SMI E ALARM NCTM, Fp ' SQUARE FOOTAGES: •}� S. THE<CNTRACTOFi.HALL MATCH ALL LNNTING CCM-O NS AM THEY e. IROVIDE 00LID BLOCKING TO FOUNDATION AND GIRDERS UNDE.ALL I.PRWIp!A MM%K!ALARM IN EACH OF THE--NM LOCATIONS• � �I D gELwTL TO.LL.L MAT.UAL9,n[GNANKAy¢U[CMICAL PLVMDING FWWCa, CONCENTRAT.B LOADS.1 RISNNiRED. GENERAL WALL BOARD NCIIONC IN EACH BUSHING ROCH. / Qa' .-IS AL ENT AND.vI[N _Mau[IS WDIUTED OTM[RHI.[. R' INtwlp[BOI.ID FIRE BIOCFING OVER ALL CONCEALED Itmas AND I D.III'GYF M NALL BOARD TO ALL INTERIOR HILLS AND b.ONE CUINVE CP EACH SEPARATE SLEEPING AREA DI THE IMMEDIATE NEW FIRST FLOOR AREA 691 S.F. M AN % ALL MATERIALS AND PRODUCTS GWALL BE PROVIDED AS SIDIC.ATEO INEUIN48 UNLEe.NOTED O-MINER,PROW..SAS•MIOBTURE 0.EdaiANT _HI_w THE BEDRO . TNC DRANINCI AND SPECIFICATIONS AND INSTALLED AS MR THE C..-B OVER ALL BEA.-WALLS AND I.C.A.G YPd/M HILL BOARD IN ALL BATHROOMS.ALL GYPSUM WALL BOARD EMALL e ON EACH A.OITIOAL OPY w THE ONELLING,INCLU.WQ RECEIVE MUNI w ONE COAT w TAPS AND THRLC COATS w SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPKE6 AND LNINMARTABLE ATTICS. >1 a0 •CTY D SPECIFICATIONSSMALL AND 1.ME T STANDARD PPAGTICe.ALL O'Q MT[RIAL AND PMODUCTa SMALL BC NEw AND I.E.Fapn DAnACe. 10. PRwiDE O AM PER DETAILS. CALL NAULS9,NAILING,AND AND AREAS L A SPLIT LEVEL AND M INCUT MTC.V.NING DOOR IUL ENN M! ANCMWnAGE AB PER.lTAILB.ALL NAILS,XPON.,BOLTS AND CONNlCTOMB TO ]. PROVIDE\•<EEGHT WARD AT ALL NET AREAS uwLLS,CEILINGS.OECKB ADJACWi LEVELS,A S`YME ALARM IMTALLCD ON THE INTER LML SHILL O RECl.K TILE OR BTONB. ADJACENT LOWER LCVLL PRw 000 T I WE LOWER LEVEL IS 1••-• W y G. ALL CONSTRUCTION.NOEL Be LeveL.PLUMB AND TRUE ALE»NOTED NOT wPICD GALVANIZLO.FRWIOE MPROVED LGTAL CO.aIC<TONS FOR ALL AND LEDGES T HAN Ole FULL BTCRY B¢L-TNe UPPER ILEVEL.HI pTIENNS[.ALL COIDT.UCTION SMALL Be TO THE HN[e AND OnWDION9 Il.-IRAMINC CO!?OTI-AM NECUP.D FOR T UR.lee AND LEE IRLE» L[aa Te SMb+M UNLESS NpTCD OTHGRHI.l, S. PawlLe Ole LATER w MPROF A L2•Mae WTEO GTPSLtI HILL BOOMED NOTED OTN[Rw1aC, AT ALL HALLS AND<CLINGa d ALL GARAGES AND spars 9NCL091G NEAT ]. ALL ALARM pEVICGa BALL B!INTERCONNECTED d SMKN A Ii,LNlfR THAT F+• /N N. TIME Aft-YIECT IS NOT RE6PON91ELG FOR CONSTRUCTION MEANS, PRODUCING CONIRNWT. THE KTUATKN w ONC ALARM NULL ACTUATE ALL w THE ALARMS IN THC �M RVeR TO NUUNG XWEDVL[PROVIDED IN wWUN49.WILING NOT .WELLING.THE ALARM WALL.0 CLEARLY AUDIBLE IN KL BEDROOMS Oral METGOa,TEClIN1 WE D PRO GCS, OR FO W SAPSMOETY B4K4G. II INC IN I.SEN80ULL BNALL Be IN CONFORMITT HIT.TABLE R'" I)w A. PROVIDE ONE LAYER w APPROVED LTG•MR.R,ITCD-MUM HILL BOARD By GROW -1.LEVELS WITH.LLL wtENENWG PEEM.CLOSED. eCTiON,w VE AND PROPEPT ON FOR'ENE SAFETY PRECAUTIONS AND ME]OA Aed OENTIAL COO!w NW FORK STATE AND TRB IF a I]WI WCOD AT ALL INreR10R WALLS COrMTI M III- IN IN LONNIECI-WITH THE.WOfLc AND ALSO ION R[SPOHS2L!FOR IRAMED CONBT4VGTION MWHUAL FOR ONe AND TW StOnT-CLLING9. a a. ALL 9MIO[C AL•PHe•..-I BE,L.I,.AND INSTALLED IN ACCOMDA.CL TM CONTRAITGR'a FAHIR.TO PERFORM THE MOM IN ACCORDANCE WITH THE P.�E ONE LAT[P w BrD•CAPPRDVE.IIR RATtO GYPSUM MALL BOARD HMH ME PROV•IBWS w THE-RE91pENTIAL COD. w NEW TORN I-.AND TNe .WNON4a AHD EI[CIMGTIOS.WE.RCWIr T la NOT R ePON91BL[FOR THE R. L FRAMING TO BC EXPOSED TO THE WGTHCR AND IN CONTACT WITH ALL NEAT PRO UC4NG COMMENT AT ILL UHPINWED AND wW IGUaCN0.D TIRE WAR.-ECUIMCNI PROVI91CH.OF MPA T]. ZONING CLASSIFICATION: GOCaeiE,MASONRY,STONE OR GROUND SIN,LL BE APPROVE.TREATED M BASEMENTS. ACTS OF CR0.0R OR PIT-OM BY NNE COTRACTON ON ANT OF THE wTY Rue-CONIaKTOR.M ANT PEaaoW PCaFORnIw ME NIOM. YEAR EUTCRUL, f. W NT¢PIOA ALTlRATOM9,R¢PA1PIN ADDITIOS OR ORIVlnHE ZONE-AC SWELL w wHCN OWe OR rssee ALARM aoor. ARe A-NNE ENTIRE S. ALL DECK JOSTS.MALL BL AM AT U'O.C.A9 PER PLAN. GENERAL GARAGE NOTED• I-SMG WALL RECEN!S RC ALNOIa b P[OURm PCR•N!H WELLIHCI THE e1rOL[ALAPMIS SHKL BC INT[PCONECTCD AND HARD HIRED. GENERAL 0(CAVATION 4 HACK FILLING NOTES• u. uiutDRAL Rew TYaut CONSTe1KTCN BPNIALT-WIWGLE6 WITH Nap FELT OVER(O MIN.EPA.!'O MUILONG •U'I•TlNNIGS IRON TNe GARAGE TO TNG NON.L,eAKIXNn.NT AND ATTI< R ON y+•ENTERIOR WEANING OVER RAFTERS AS PER THE PLAN AT IA•O.C.WITH '`aO're 4AR'`GL SMALL NAVE A.MINIMUM w A R FIRE RATED 0. PROVERB AN APPROVED AND LISTED CARBON TMENT A peT[CT OTHER 9YAUTH > 1. EXCAVATE ALL AREAS A9 IN.KATED ON TH8 a1AwINGa.ALL IFOAPG A9 PER TIB SUIIOLK COUNTY HELLTN DEPARTMENT AND ALL OM[R AUTHORITIES DKAVATOWI.MALL EA TNC nWIMUM DEPM REWIRED TO ACNCVe CLEAN I L D ACKLE IRAetC WD CKNING PROTECTIVE.ALL OPENING PROTECTNL SHALL ME eArr weHundN ecrweeN,Gwen W M Ere•-AMIMP HILL eD.eD TOMB AN MAVINc JuaaacTW. W NITN ranee COATS. PROVIDE A HSDnUFT w I•uR9PKE BLTNLEN THE POOP SP PROVIDED WITN AN APPROVED BELI•CLOSMNG DEVICE. UNDI9TURSED W4cW SOL HRM STABLE nO.WE CONTENT AND WON-WIFTtNG WEAT NNO AND WE PMUL ION. -DN AND SOL I-T. [US A.TNe AIGMITECT WAS F.lPARlp r l TLHP C-OF AND SPECTER SOLAR HIM AN AS.-DLSMGN D[ARRG D. TYPICAL ROO!eO19TRUCTION GENERAL LIGHT, V WT'ILATION♦HEATING NOTEBr I+I v CA w Tw0 EONS PER SWAaE TOOT,IT IB TNe S0..nCaPOMSMSMLHY w A PROVE.AaFNALT ROW 6NN4LC9 WITH NN PIN.GRAD.'D'EVE...-PIPE. fir) I.CONTRACTOR W VERIFY WE ACTUAL BOIL®CARING CAPACITY w MS BOILS y+•EXTERIOR SHEATHM SYSTEM OVER ROOT RAFTERS AS PER PLAN.PE ENERGY NOTED• O [NCOVNT•RED BY CONDUCTING TEST.MY AW APPR0.ED AGBKY...-C.MIT A L ALL HABITABLE.GEMS SMALL M PROVIDED IJM AGGREGATE GLAZING rT MEN YOMF DTAT[LlCCNSEO ENGINEER.ME CONTRACTOR WALL NOT START W. -[FTlRXRR HILL CONB1R 014 MEI IF NOT LESS THAN LC OF THE FLOOR AREA OF WON POOR.-1- 1. WE ARC.MEC1.COR111ES TMAT TO ME BEST OF NN8 KNC 9-1 BELIEF P'•`I �T, a. PROVIDE aIdNG ARMS PER ELlVATONS OVER W MAL v[NNTILATCH WALL BC I.RI IM HINppNa,DOJRa,LCWERS OL OTHER ,W.PRgC»IO4L JUDGEMENT TNC DR W-AND SP 11-TIOFS ARC w w LURK NHERE-1 TO-IWDKAT..A-1 OC ---IT w LESS THIN ONE GRADE ILIANC.TO THE]WAD ENERGY CONM-IOW CONSTRUCTION CODE OF DE'D'SCALDING PAPER ON AN EXTERIOR.--IT EMILLA ON P a.e APPROVED OP[IUtG9 TO THL ENT[aKv All w TN[BUILDING.9YCM OPENING AND 1ONe wN.r TENS PER aw.Re roor,ML corrcaACro4 awlL ee WALL 9TD09 AGCIRpMMAL TO PLAN AT,L•G.L.NMH.OTT THREE COT.. PER NW YDRK STATE. LIST OF DRAWINGS PLAN,6rS'GYP9W1 w.LLL BOARD TAPE AND SPACKLE TN.[C COATS. CON P LL PROVIDES T WITH READY ACCe N OR WALL OTN.RwSE lX PCADT P[OPOSISLL FOR WTIFKCTION OF SMICM FINDINGS TO THE ARGHNTlCT AND CONTR0.LABL6 BY THE BUILDING OCCUPANTS. 2. HILL CONSTRULTICN INCLUDING ALL INK,PLUM0ING.ellCTRKAL AND �{ b. [KT.RIOR NULL.-NOf -AND BOWNG, WALL NOT PROCEED WITH TNG WORK UNTIL R.ceIVwG wRITTW IN.TRUGT1Olp eSM 2M6 9 SYaTwS MALL Weer NEW IYOE ST-9 ENERGY CONXNATKW CODE NOTCMS IN-OF EDGE w DTUAG MALL HOT Be LCr Tm W ]. TINE LINE!-OP ON ESL!AREA TO THE OTERMOM w THE&ALONG OF T C QMTICH)C M ADOPTED BY-ZEE YOU: IA25.AND THIN REONR[HINTS FaDM M.waDIITECT. THe MIDDLE 1�w THE e,Im OT.4M.N.M O IN TE 4DTlR I,B SHALL BE m w THE FLDDn AaEA BELIE MWTILATED. w rMe a.a CHECK REroRT w TNE9E dR.NMMNGa. SHEET A 1 GENERAL NOTES Q l w TNB BTW LCWM SHILL NOT IX<E[D ZLa w THC STUD DEPT.. rT 1 a. ALL SACK FILL WALL BC CLEAN GRANULAR FILL BRGWMT TO THE S. TN[DLBIGN w ALL NAAC,PLL-&NG AND fUCCTRKAL 9Y9TM9 19 TM[ 'y/RWY/RJI D MOLES WALL NOT SKCED AO[w M.STUD DEPTH AND GENERAL GLAZING NOTES• ReGNRED HEIGHT. ° SOLE ReePDdBIurT w ME U9Ea w I.D«A,EHT9 AND Na G�NTR 1. SHEET A2 FLOOR PLANS Me EDGE w rue NOW.SHALL NOT ce eloaeR THAN LTF TO Me NLLeas xeclvlc.LLr IOTep onleewlee.Me uee. w Mene DDcune.r. S. NlT BACKPILL SHILL @ PERMITTED AGAINS{THE CONCRETE fONNOATIOM COG[w THE STUD.BORED HPLEa SWELL WEST EMCEED AOL w M GLAZED OM1INGO IN Me ISO MPH THREE SECOND GUST SHALL BL REBPOSBLE IOR SUBM ITT DESIGN AND.00UMENTa FOR ALL HILLS wINPUT TN[MOOR IRONING OR PROPER BIRACwG AS.-.ED TO STUD DEPTH-1.-UPS ARC DOMO.CD E I INTERIOR NVAC PLUMBING AND ELECTRICAL SISTIEMS AS RpOWRED MY ALL AUTH-ITIES WIN.OF BNALL Ir I THE AST IIRCMENTa w ML LARGE YI»L! SHEET A3 ELEVATIONS A DAMUG[TO ME HILL.NO,EIACK FILL SMALL B!NALLS.Tm HITNW A III,NOMWC9 AND MGL[S SHALL NOT OCCUR w WE But GROa•J XCTON [9T w AaTM a 14Mr AND w ASTn C ISOi AND Pld.].IJt w NEW JVP19DKTION,ALL 9T L 04G SMALL Be D[eIGMEp AND CCRTMED BT A MINIMUM TO TWO WEO[e APTCa POOR ALL gMDATMOI HALLO.THE THe aozD R[dpWTIAL CODE w N[H TWXM STAY[HWLCSL NOTED OMeRNISe NEW TCnK STAY!PRw[99MONAL[NGNlew. CONTRACTOR SMALL x ResPpNelale AMIKe to ALL w.cacTE WORE. A. INi.I-,a..arudJ AT n•o.L,FOR ALL exrERlDn WALLS DM.Ee9 rmreD SHEET A4 SECTIONS w V OTNERNI9l. BY EFCEPTION To RE01.].I.]. + TNf PROFESS!N CE4T 11 rNwT E THE BEST w HIe KNWB.BGGE,eeLIEI +. ALL UM OF M9 FOR COICRET[PICAS AND POSTINGS SMALL S[A AHD ANOATLIONAL ERCIln PE THE SUB MT CO 'ReaONCOG'DOCUMENTS PEST raNlnlml w a'-o•eeLD.l vIWWCD BRADS. e. PRw1Oe a.+eru.s AT Ic•D.c,FOP wieaNm HALLS AXES»NoreD orueRHleE Me M1A+wraer Weacr woe AN.APe m canPLIAMKe OATH TNe]ae .. STUDS BLALL BE COAMM. a BETWEEN W WEONTAL SUPPORII IWCU. W ALL 4y.LING SMALL MET ME RECUME MENTS Cr RzaB IF NEW YORE STATE WERCI CODE. SHEET A5 CODE PAGE QI 6. Ixe1pVE ALL SNPUBM TREES AND PLANTUGS AS REOWR...CONSULT BUT NOT LIMITED TO OMPDER9,FLOOR DIAPHRAGM ASSEMBLW.B,CEILING DIAPWRAMWr ]' H!?DA R[aIDWTIAL CODE w NW TOIM 9TAie ((( CU[Nr PRIOR IO MO✓wG MIT SARUBS.TREES.OR PLANTINGS.SLOP.KL AMMEMBLE.,AND ROOF DIAFMRACJr A-MELICa. I FINISHED GRAPES AWAY FROM ALL CCN9TRUCTKN AND PROVIDE IOM ON SITE I FOR DnuMAGE AS PCR ALL LOCAL SUILDNG CODE.-MEMMITS. UMCT D HEADERS IS PER PLAN,PR- SO.ID POSTING AT EACH ENO. D. FOR ul•XT uEApeR.AM PER PION,recO A.L GENUINE JasT as nD,aM Jaar a GITINERAL EMERGENCY ESCAPE t RESCUE NCJTES• SPIN SIDES w Me NE•DeR. I GENCR4L SWIMMING POOL, NOT TUBS SPA BARRIER NOTG9• T SLEEPING NOON AND BASEMENT.MATH NA.I a SPEC SMALL GENERAL CADNCRETE INCITES. R L el9 SMALL NOT BE LESS TIA.N, lE-1.C.HE 1.AT LINT DING GAO -I AND__CUE OPENING Aa PER Me ALL ENIMMEN G POO.s,NOT eTr5 ANp SPAS&FALL ae PROVIClD MTN BARRIERS AM PEP uW,ruacE a•Iwe rw SPANS,uP TD r-a APPWDd G w TMC 1JM R[dOWTIAL CODE w N[N YORE STAY[.IRwIDt wPPRw[D I. LOCAL•JO CONDITIONS ANprola LOGE REAL B TAT NEC[eSITAT6 II.MR[e D•1]'a NOR aIAN9 UP TO 9'-0•(LML[»NOTED OTMPJRwI».) P[WIP[nCNTa w RSNO p ME SO:U PESMOW{lµ COOL w Neu TCRK STATE. PROTECTVE PARRIES AND APPROVED PROTECTIVE BARRIER w[NNG MA.-I AM STRINGENT FOOTING AN E91GN.CONSULT WITN M.CODS RECUMEEL FORS L BOTTOM w WINO-AND ED TEASE-SHALL 0C BET AT i'-D•ABOVE TMC a THE LOC L COlr1R•CTCR OR BUILDING UM OF I. aOL OnI11 a CLAA RDLGM vL00R UNLE»NOTED oMERWeI.exc[PrNxM-exTPRIOL DOONe face PoL LHfR4eNCr e.CAK AND Re9CUe E APH ee ARE PRarIDED THE 1•ReB9uae Ma AawYBD To x•ruHHRm w.l,DOD PaANDa PEP aa.Re ropy. uevATXRveJ roLLwuG nWXWn D-waMaB sMM.LI x AIDHeRED TO, ]. CARRY ALL FOOTSGS TO A MINIMUM OF CiT B[LOM GROG[ON TO A FIRM J. MAFNIIM SPAN.FOR MHD-SILL MATCa UXD IN IXTIMIOR MALL.&MALL THE aUL.EGNT WALL NOT 9.HG.IM THAN+tl ABOVE THE FWIW I- TNC 2-.-MENTIAL COOL w NEW rORF BTATL U NP.-M.ED BCARLG SOU.BCC PLANS FOR IOOT-SEC.. NOT-.I-TIE IOL--SPAS b THE MINIMUM NET CLEAR WfllvG SHALL NTT Be L¢E9 TIWM B.i EOUARO FEET 'A ME 1OAHDAi1ON.WALL -1 B RED CONCR.TB THICKNE»AS 1.(I)-a+G(I-)NOR UP 10 T'-O• C, n M!M E.ING NEI4NT SHALL NOT BE Ll09 THAN]+•. NOTED ON THE PLANS(MIN,OF SODS PSI)HIT.RCBAR AS-IN CRO» II.(])-Z•L(PUT)FOR UP r0 THE MIN-U H OPENING HIpTM SMALL NOT BE LE»THAN ap »[TON.T Ia SEEM NG WALL BG-E.COIRGTl,SEE AS INdCA ON WEY. PROW DC 1••AwANTLCH•PLYINCOD-LCGR TYRCLL. S. _ PLANS NIM IN THE LOWER-O'M!TOOTING PER-EATNw THE CPENNG9 ME AT GMAMC FLCOt TNL MRRewM HET CL[Aw WALL CRO»SECTION. I. I-..BOARDS-1 OR E X LARGE.THAN THt JOai BKGIIEp.FA9TW weN1NG SMALL BC ED aWARe"m +. (a)-]•A KO.ILL PLAT!OVER COPPER TERMIE WIELD AND BILL SEAL. -.I TO WITHBOARRD CR CAR.IACE BOLTS AT 1Y O.C.STwCGGRGO.TECO ALL + EDGERIM HWGPL TNL enLNeeucY eX.APB AND REaCU.OPLNIHG FIIJIW BILL b. %-0 wMETfR NIL•LEAN'GALVANIZED ANCHOR-I AT A MAN-M m. PROVIDE 41aOCR PER PLAN ON 9/1Y p EYES STEEL C0.1RW ON Irou.m H.ICHT IS BELOW TNL ADJACENT GROUND ELEVATION WE OPWII<SHALL BE w 08 O .,Ml•FROM EACH BOARD END AND AT LEAST 1-KR pYNEa. =IDCO WITH A WINDOW WELL N ACCCRDANCC WITH aaV2 OP TIME FOOTING AB IS.PLAN UNLESS,NOTED OTHCRN ]OJO PcdDINTIAL COME w NEW YORX STATE. a. PROUD[I CONTINuOVa PGID w8U✓ -FROM GRADE DOWN TO FCOMIG ALC G THE PERIMETER w ALL HEATED SPACE.. r. WA_.__r MA,OW WALL WITN SPRAT-ON WATENPRNFING BY RUS-R-WALL OR SWAN, IL I1MN9M SLAB MALL BE A M.I-W OF A•I-POVR.D CCWC.ET[ON UNDBT.-II.SOIL OR+'TN-COrIK .AND-•B[R[L•TIVE DENSMTY. R. ALL CCMCR[Te FOOTINGS,PIeMe,IOUNDATION WALL.AND d.Aas SMALL HAVE A N CO OF MPREa5WE STRENGTH e,000 PSI AT]e-DAY YEaI, ENC.-PORCH. AND aiees IXIW9C0 rD M TUEn AHD GIRAG.I-B. MAT.-I- P.-IT a STRCNGM OF a,eW-AT aa-DAY TEST.PO ADDITN.e WALL BE PeRHITrm TO No. aDam Title I Mu EXCEPT WARM HATER.ALL CONCRETE EN 1 BE Al.WTRAIMID. SIONS: w CONTENT SHALL HOT 01 LESS THE.EL AND NOT PORE THIN rf OF MC rDNcaere NCLNNTE. Drawn By: N. ALL CONCRETE eIMALL x FavrcD Alm Paprccrm Al:.vnT raeezD+4. RMM W. ALL CONCRETE HOOF SMALL aG W NT Sl ONCE HIM THE LATEST KI G�Isq-1ETit�L NOTEs • Date:AND ABTM CIIBT RCCUIRO•IENTS. I�/IO/24 u. ALL CONCRETE STEEL REMlapac[neN{SMALL B!Nfw BILLET BTlEL • Drawing No.: CwFORnWe TO TNe LATEST ASTH A-WL GR•pC- D. RUCTION NT9 E,THE[EXCRETE ERMITTED ETE SMALL NOT e<P Al HNTI'O -HIS APPROVAL AND D.iuLb PROVIDED BY THE CONTRACTORS NEW YORE _ STATE UCWXD DGINfly. N. FOOTN SHALL NOT BE GREATER THAN(1)VVI (]) DRISON G l- OF S SHEETS II-lo• P-lo^ P-o• OT 911_1p• 24'-q• B 9'-I' C 1'-10' I'-10• 1'_p• `C IP-1 � 6'-I 4'- � 4'-G 14•_pr Ipi_yr y.-1• T._4. 7'_p^ O}j+ �3• a2• X2• EXISTING 9)j'm BTL.COL. ON 80•. •+15' THK P.C. PTG. - - - ----- --AXWgI - (eJu RE-BAR .W. --.... _.. ..,..,� - - C<'9 UNLE a OTHER ISE NOTED -1"•' " • Cl2 C12 C12 Cl2 Cl2 CIZ �- @ �.,�:: `• \ b O __ I Cl2 IZ CtC12 -2O----- ,. a , CIS CI5 OI5 CIS CI5 CI5 CIS IS CI BAR EX. NORL. C5) IY,•r91y L.V.L. HDR. U iLONG IITOP BOTTDR ILLLINTO EX. WPND. EPDX p 14SET MIN.OF LIINTOPND.WALL EW I I I e I 'Si X 19'-1' /Pf 9'-q• r V 14'-O' ' d 4' ST. (TYP.) RAWL9PAGE I I W m I• p Q y >0'S: G WLSPAC b I m T a 4 f l a NEW 1 n it u n n W E-I �i m-n^ it u'-u• °• =c /j I I I DININ RM. N 3 a ex. PORCH •'. o z A y CL V 1 A J I J Ex. R.R. /0 II .,�v I•^ Z TO BE REI"IOVED y New 2°.10• P.J. N '� )_ EXISTI G I I=� rc Y I we oP ex. :.: .1 " F.J. '1 • I4•O.C. f- I BM �'I L I y // ^ 0 POST 2ND PLR. o NEW '� P. n ] SUN R . O I O __ I '� .' rDR. 1 •.s• NEW cx. R.R. h, h JN ALI ` ° ' PATIO Ir V L _J /EX.FL.ON. SOLID BLOCK --------- CpD Be BEHOVUNDER PT. LOAD[MOVE EX. FLR JSr9< Y UP I 1 z ? �� V f 1 O N RAISE THIS SECTION APPROX I q I at.. _ I NEW P 1 Q�' 4° TO ALIGN WITH MAIN PLR. ^. --- q_l 'i ' SILCO V BRG. PLT, i ' I/r----- --- -�\ - .1 I ) vERIPY LL I }Z C-y d 0 A �---- ....;•� CONDITIONS ]Q O I•" C•D OIL � EXISTING FND. ` -- --- L-- ALL TO BE -I ----------- W REMOVED I 1 pp W 12 x 45 STEEL HDR. pp ° REBAR�IDWELa I I (TYP.) (TY •) E TO BE REMOVED EX. ACCES9 ®IZ'D.C.-6 EMBEHALL DDED OBT �•�/1 �� �� T } I REMOVE EX. WINDOW I EXIST. ILCO I . r Z GROUT SOLI (TYP) BRG•5'x'k° aTL. PROVIDE ACCES9 2 I COND T ONa I I REMOV D _j"- �,� I I la'-p• . PLT. WI W C8)�I L'MgIS_L.V.L. FL.HDR. 11 NEW _ -I I I QI% _b__ °'_ • p'_gVj• r C) e'q'l2• Z'_O.I EX. FL. HOB. I LL O 1 �m V o.c.F.J. j 1---'-' ---a �G ISLAND x; I (ro Be Renovev) o +� I VI " Ri` ". III• EXISTING n I n m W "' IG ti IIQ LIVING ROOM n- EXIST. I < z KIT I E1V I 'e u I l a BASEMENT 1 o ul a Cij > x W I Q RA41Ge HODD n IV % n tkF','��I7. PROVIDE N[W 8y�• 4 S'-4.• I --'�J / eX. 2°r 10•P.J. w PIPE COL. W/24-Q4-.12' I EW , -- 1 I W O THK. P.C. PTG. I WINDOW I p4E°F/ Z I; 1 16.O.G. �' R Z FLI GIRDER EX. ('J)-2-.10'GIRDER EX. (3)-]'.10'GIRDER I NEW (E)-I%'.915•L V.L� - �•.9• STL. PIT. PL.HDR O (VERIPT) 1-_-- �i I (VERIPY) I II yy I DN Ila PROVIDE SIMPSON "FfJ.l" I II I i I � III I HHGU5.50 GIRDER //�� L� I HANGER EA, SIDE O / \ `` III 11�J�J RREM—E EX. I C � \ �• ry Vl I I? A \\ I �1 / EX. Z'+10• F.J. V E Ex. 2'+10• F.J. V � \ I ® 16'O.G. O l y 1 EX.2'.10• P.J. ® 14.O.C. lT W yl m�y UP \�— = I W U wl w I � I IROi I I I I I ' I I I / I � FO LEGEND ------------------ LEGEND FIRST FLOOR PLAN 0 EXISTING FND. WALL FOUNDATION PLAN © EXISTING WALL SCALE, !,•-I'-D° NEW FND. WALL C•"=-"'� PROPOSED WALL SCALE. $^-I'-O° C ==_== WALL TO BE REMOVED AREA CALCULATIONS PERMIT o DoalsN asv, ew Lexcrw EXIST'G. FIRST FLOOR 1,604 S.F. ? nr_e DeoicN _ NEW FIRST FLOOR 3ql S.F. 2,661 S.F. 391 S.F. No. REVI$IONSile.w 0 EXISTING TOTAL FIRST FLOOR I,ggS S.F. NEW ,nreo a+n.ro ��°"�° iM�Llor+ie wrPi..n/ EXIST'G. SECOND FLOOR I I,057 S.F. DfaW(1 By: \•ermoL ewLooea wv¢m NOTE, NEW SECOND FLOOR + O S.F. RMM Date: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES TOTAL SECOND FLOOR ' 1,067 S.F. 12/10/24 MICRO-LAM / FLITCH PLATE BOLTING DETAIL NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Drawing No.: CONSTR N.r.°. TOTAL BUILDING AREA . 3,OS2 S.F. A2 OF 5 SHEETS •l r O F" TYPICAL ROOFING F U en 9TANpIN. SEAM Q METAL ROOFING w ag VALLEY Fl49NING W G r ! D TL ; IN I 9 A DI G±HT P Q Aiwa Axwa Twlau Glp CI9 GIB Glp G19 CI9 C10 CI5 CIS G15 1 � me.5ILC I I I G12A�tL PACE I TYPICAL SIDING 1 s{ 1 WOOD SHINGLES Z WOUSE I I J Ex. Ex. VALLEY fiOl Z _ PLASHING rT, -----I I ADDITION EXISTING HEAD PLASHING 1W1 REAR ELEVATION (WEST) r -- _ trYPJ ZO SCALE. Y4'_I'—O° T��� 1-1 V1 - w2p6 0. IcRAwLSPAC-S RIGHT ELEVATION (NORTH) J �— ®Ter FOOTING Im `IXI9TING SCALE. F4OUSE� -----�— �—IXISTING ADDITION ROOF NEAP FL49HING CTYPJ�1 r-------------------� r----J----- I 12°a UL 11.109 No. 'Date �epTitle¢ry REVISIONS: Drawn By: RMM Date: 12/10/24 Drawing No.: LEFT ELEVATION (50UTH� SCALC� °_II_p.' A3 i ..3 �^—� OF SHEETS FLASHING TYPICAL ROOF C 15Y. 2^.10' R.R. STANDING 9EAn 2TAL ROOFING NEW 2'.12'VALLEY ON FLAT • IW O.C. 500 BLDG. PELT UWDERLAYHENT SELF-ADHERING-n ISTURe GUARD PLUS^ t.a F1• F}�9 Z+10° R.O 6'yD.C. EATHING O F" (9>-I•b'.qk�^ L.V.L. wDR. (2)-2•.12• (9)-2'.12^ TYPICAL EXT.WALL I 9g°+II'y A.P.O. 10^ LONG RED CEDAR PERFECTION r I9NINGLEO, oY$^ E%P09URE W O EXISTING I NEW 9pF BLDG. PELT UWBATHI ne r (~ BUN ROOM I I DINING ROOM LIVING ROOM `(.' EXT.STUDS p.BD.C. NG I I 2•.b^STUDS®16'O.C. II R-21 KRAUT TION FIBERGLASS 5 I F-10 Be WALL SIB. IN9ULATIpJ II TO BE REMOVEp 6/D• Z'°PLWD. BBPLR. I I L' PLWD.90PLR. /1 Neal VOW P.J. �� HEW 2•00 R.J. B•� PATIO GP Ib^O.C. ALIGN d' Ib'O.0. AD '1.1 k —D F IF E U NEW )-2•+l GIRDea REnOVe EX. FLR JBTB. XIT• GRAWLSPACIE oCOI"IPA PILL �/RAISE TH15 SECTION A... CRAW LSPAGE 2•P.C. 9UA0 W/6X6,10/10 W.W.n. i QTO ALIGN WITH n 'N PLR. OVER VAPOR BARRIER WATERPROOFING H, 4^ VERIFY ALL � � ... CONpITION9 TYPICAL P.N.CONBT. 0'+4'-b• P.C. F.N.WPLL W/ (2)-n5 RE-BARS T45 (2)-2'.6' TREATED BILL 2 AS NOTED BILL SEALER BUILDING SECTION m;' SHIE ?2'ANCLHOR BOLTS W/2'X2' BTL. A4 WABWER i e9°O.G. SCALE, WATERPROOFING O'116• P.C, FOOTING W/ (9)e9 Re-BAR5 � w z oU 40, (S I W ex19r,c.J. ICI PLAswNG EXISTING EXISTING BATF IROOM P`�4 2•+10' R.R. BEDROOM a➢W O.C. Z'.10° R,R. r rl ®1-- O,C. 2•+0•C.J. VERIFY L V � Ib'O.G. CONDITIONS `w ALMN W/EX gT,FASCIA. 22 1� 12 WEW PL.WDR.k•L.V.L. 25f— T.O.P. EXIST. P.J. T.O.P. EXIST. L.V.L.WDR. I P• 9TL wDR. C9)-2'.B•HDR ALIGN yy EX19T. R.J. 4 501FIT f F EX. E RCw wDR. d P•�I m NEW NEW ro Be Renoveo EXISTING DINNING ROOM a KITCHEN w a LIVING ROOM E.Ff 10 ALL BAR 1I F f TO BeBC REMOVEp u PM FL.. I I 4i'PLWD.BBFLR. 0 9- NEW Z•+10• F.J. I I 9-4 HEW 2'.10"P.J. V P-0 ® Ib'O.C. ALIGN i I V nS ®Ib'O.G. I ALIGN ROVGLI 1ST PL. ROUGH IST FL. T_.O.P. GR4De GR.4WLSPAGE GRADe CR WLSPAGE j I exlBr. F.J. conPAcrep FILL HSIST. I I 0C1ST• Q Z'P.C. SLAB W/6X6,10/10 W.W.n. 2-P.C.9140 W/6X6,10/IO H.W.A. WATERPROOFING OVER VAPOR BARRIER T OVER VAPOR BARRIER I EMTr. T.O.P. '�, .. ... ... ... .. .. .... .. T_.O.P.__ ^'....,..-"...... .. I I -�-� VERIFY LL � �1 I I VERIFY LL CONDITIONS i I CONDITIONS I I ALIGN RN.e No. Dery �9Ti'k N g BUILDING SECTION G BUILDING SECTION RMSIONS. A4 SCALE, %q°.I'-O" A4 SCALE. Y.°-11-0^ Drawn By: RMM Date: 12/10/24 Drawing No: y l A i L 3 OF SB=S RIDGE TENSION STRAP IG•G.G. NAILING SCHEDULE BY.IMPSON STRONG TIC INSTALL'EInPS0/ I/.'%10.20 GAUGE WITH STRONG TIC'LSTA C.)DD COMMON NAIL.EACH SIDE TIPS G.END IROPf TAwr.2 OI TNC AMDUWI WORD COUNCIL ISO MPN CNPOOURC S OP{IDR. WPCf1 GUIDE WIDE TO WOOD IR),I'IC CONOTRUCTION W WON HIND AIL[b IOw Q!S-AND TWO.IAMLR DNel L 5 201L..ITON MINIMUM ROOF�LIVE mr�OAD '� ROOF RPPTER I IG'O.G. NGDER A.N EO 1CST pESDtd'TIOII NIR6p1 Q NAIL1 NAIL fWACUG RAFTFR iRANING II I fIDOR OR WWOCYI FdYr b TW PkY(Tm.rdYE) OIL.—�STA-TY I. A9 WTFO Ndl wpM b fl. 2-ddiv Pn dlr I.P 9-K Il. 4-WZv Te Q rd<r T RISC LCeB I DL C TCR ROOF RIDGE Glllry Jdet b Tm PW.(Tm-rKltl) OPL O kkdl I.yht D ft. a-adTv Tn -j. ROD WI he1]hl y-to fl. 4-w, T. Go dobt OR TNAN A INGNCB P R TOOT w"J t b P aw Rdte(POa- w) Rm(mer ow Ft 5) 12 x » !L DNAi Ii+cNle+es eERRIiOOT(I(B))TO LESS ¢ U 3.12 Rmf.kp I K•a<. }W}W Ww 11-w A1. 1. m S I RIDGE STRAP a2 Rmr Bla.•IL•a<. 1-�aW o� �n one eri"twee PeR PcoT rl�l)AND W sat Rad.kp.•K'vs. ). } TJ2 Rml.IR. K'es. )-W{-w 6-W I-W N.T.B. 9G Rvoi SINE I K•v,c. 'E,`).Ld 1.W 6-w A3 O•12 Rmf Skye I IL'v1. )-W!-w!-W 1-w ] Gllkq JN.t Lop over Pe Il (Pm.•rm.d) Rmr mm frl.) MINIMUM UNIFORMLY D19TRIBUTED LIVE LOADS Z U TYPICAL DETAIL ® EXTERIOR 1.1EADERS mO Rmf Dkp d u•e.s, s.W}w}W u-w ROOF RAFTER 40 Rvd 9lvv.a K�vs. 1•W Fro bW b•W uefe N.T.O. 6+0 Rad Sbp/li ]s. )-W}W 1•w 4w •ach NO LrvC LOAD Tat Rmt Slap I K'o.c. !-W 1•W 6-W{-w W12 Roof 9kp.P IL'p.c. !-W!•w 1-W 6•W �/ IYU Roof Bkp P K•vs. }W!•W)•W 1•w C%TERIOR B.L<pJltD �4r °� d g Glln TIE b ReNn(Pau- w) L-D) DQ tb ATTN:B WITMQlT OTOf]AGe Q a{5Y Blmkb]b Rdlm(Tw w) 2-dd em)I N Rln mvd b Rdbr(EM-°filed) 2•I{d neh vd ATTIC.NIT.STORAGE 2. TOP PLATE \••./a.•Pa ec M o WLL FRAeeNG ROpTB RC •TNAN DLCLPWG wOOMS V x qa��R Tap PIW tv TW foe.(Pmv+lalltl) 3-KaTI pn tml r, O�' TW PYbe K kTaaect (Pace- .d) .-Kd ivbta-es)�dde v O a . DLd b 94d w) 2-W 21•as. heeler b Heedn(Pas•r,dbd) W li'vs,dap.dye TW n mtbm Pbb b.W(Dd-idled) 2•W DQ bi at,d a w6o1.3(IJ I.L �I S-Iw tCr bi attl GCOGwAPRIC DESIGN CRITERIA �LI SI MPSON STRONG TIC MTS12 1-W ps bb NW Ni I CC IrI/.TIC WDJLCT TO DAMAGE PROM 1/.'% G GAUGE STRAP W/ A.LS (.)Dd COMMON NAILS((.)Dd PIS n near�� fbJ O [nLP4) OPOGRAPN O•BMN ART LRdSTL1Ne COMMON NAILS IN Gi RAGE)INTO t. jeht� LIIC<TB �PCGIplN Ol019 SONe WCATNLRiNG OLPM1I TLRnIT[D tKC.T TNC ROOP RAFTER C.)Dd Bd)det n.Yr 4(Iau+d'M) 2-W TI W Rr fwt ?b PY Ipp. w No I B SN[Re Y•tl IGNT i0 NAILSN GARAGE(J INTO T{�1CMW4LL I'AI TO NPAVY nOOLMTe IIDOR ri M STUD, .bNt b 91%T.Pbb m GWn(Tw-rolled) 1•W pr)d•I mldekq b.ldt(Tw-rdbd) 2 BYckkv b.w(Tw- 1w 2-W e¢h erd E`-,b.LI n TW Pbb(Tm• w) S-W .m11 bock S2 1`17912 DETAIL ^', a 94Lm°�b a.e(P(r�'.) -m w I l A3 N.T... "ir: •f Bod b.t b bbl(FM-MW) 3.ILd w)abl r'l evd lief b WI m T.P—(Tm-rdltl) ]•ILLTI {Nr fwl GLAZING PROTECTION FROM WIND-(BORNE DEBRIS eNCATNSIG W z -TO-RID.CON7ELTIQC9 Svm 6d Lxv c'eLiO r '^�^K ewpru°L c � �3 ObyzpI Peald R00P m .Isaew i .rev I"a PA' 3-m emll ptl oeBPl�eAcur M NITN 1 J41p n wide 9-6d asJ,64ck ew.LL en PawIOLG�rni`iCGONAD�[WITN rNe eN.Rr eLLOW. � '{\\�//w/ INSTALL•SIMPSON STRONG-TIC° CFJL111G�� � IADr.rev rTPe a SP O Q STAS&WTRAP9• O.C. GTpwm Hfl and 9d mk T edy/T f dd SECURE ITH 2G- I—NAILS L�yr' i}s PANS '•••�F eMB" F'By I1ALL ENCAT4ING WD. I I \• 9lrmbrol Prole W "I`Bi"°vw ivf�°Nrn Sly u Bcw LWw 7/V W /D bona f ) u O TM! Ce 3• dy W. urd/ t aA' A]' b WD..cv IY ��/ll� Q 26 tb S'a /0 Id L•IY COMPONENT AND CLADDING PRESSURE ZONES GypYm IddlLonA sd wlo T•d[•/W,.,d 1•"i � NUMBERS INDIATE NAILING ZONES / 1 NTd6wd W 11 1iirY°w.uk��B9 ~wmlemd wwl. m J � /1 . IWpv1d Bond Sl,mtl,k. w swnura Awws F-1 ROOF SHEATHING NAILING SCHEDULE Ili'w P.N 3 m vn wR+TL A INO'n wlda 9-Bd W wRB'L y„ee Y.. emAu•Lueo rr.e ��P41 ILODR.NCATWNG 4 E E D 6 ncbrd W Q1. A 'U" Z zCNC I ZONE. Yu td Y.d0•/7 fbb /t IQQ�] IELD L..de Ikn Ir IM L•tlW,V Yb .a• w IMI•• j d e•O S•o.c. .•O.c. Dlepard mvd.lwo 66. 1J) I'ri'a Pap' 2-w I.r-pp- V EDGE �•o.e, v o e. B•o. . s o.c. I1bY:eidn s-ea Pe A')port ffl'�2�2��(y(yll••II � D Q LrW T wlkY�3•eai•tlarA a.cemaamel.w.Iexnry•wna.L'm-mne at as eae�dlyM�lwl O I,._I" ALL v!%T.P OOD WA BNEATNING TO BC SECURED ILISVme nEb iMl�dw.E1d an�v New v vcmt:h�nl •*nl e.umd Y a ITN�W COMMON. ILS-3K'.IOti•GA.-PATTERN AS rrpnYl^th bo1 ppl1h �•N ASO✓e.A TI N^m�ydl.�w�Np wd'nwe xer�rnmtera�A tdw4ee1,vrb d•WIe.hdl Y �iw"i�vR�a�iL pvmtftl Y!e 1a I-VA NI prr Im.. O Y`'t��v ODITION L STRUC1 H 1 NAILING REOUIReMENTD ^ I J FIER TO'• ENERD EDUCE PGR STRUCTURAL F Y r 1"fSTA36 DETAIL oP Me T oaK STA6TTE'(u GP TNL RL.Ioe TAL A3 N.T... NOTE, THIS SET OF PLANS HAS SEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER A550CIATION (AF It PA) WOOD FRAME CON5TRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 1995 5BG HIGH WIND EDITION,SECTION 2. INSTALL'.IMP.ON STRONG-TIE• SIMPLIFIED WALL SHEATHING H-G TIES L+IG'O.C.W D-ed NAIL. PRESSURE d NAILING ZONES r H6° INSTALL'SIMPSON STRONG-TIE' I.yr 1 LTP.ANCNGRS.IG'O.G.W/ �RAPI•rrCIMG 3. 12-Dd NAILS INe�ra1 BlnrooN STRONG-Tl. -. ROOF © • DE CORNERS W/GA-Kd NAILS it v.i �•O P 12'L..9'-O^O.G.ANG)N2R I I •. BOLT.W/2'.2•SO.STL WASNCR. L •�]: LTP. BP (I'-O'FRWe CORNERS) I © I O J\ eDTTq-I PLATE �r 1 AS PER TAOLC 3.2A a 3.26 I BO OO I IST FL. LTP4 x\// \� /l J\ PDVNW S• WALL SHEATHING NAILING SCHEDULE w'e3v a L.ANcueDLT. N.. eDalea E¢Tall, EASEMENT . f REVISIONS: 3oNE. oNe S7 7-1TT22 DETAIL __ _ ROOF PLAN Df2WnB),: N.T.B. .•:.Nc.l, nor To xALe RMM S4 FLR.—TO—FND. CONNECTIONS EDGE •Gc Date: AS N.r... . . ,' 12/10/24 .IT �PM WooDe_ .NE ro.ATGH1 rTewrei AS CD P. PLUMHING RISER DIAGRAM DrawingNo.: INUTCD AOO✓e. NOT TO SCALE NOTE, PROVIDE CONTINUOUS LOAD PATH FROM RIDGE TO FOUNDATION. AS OF 5 SHEETS i SURVEY OF �C� 0, LOT 11 MAP OF � HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21, 1987 R=40.00 SIT UA TE L=59'78 MATTITUCK J TOWN OF SOUTHOLD N �ti SUFFOLK COUNTY, NEW YORK ti 0 ti`' S.C. TAX No. 1000-1 15-17-17.1 1 _ • SCALE 1 "=30' H AUGUST 29, 2010 8 m NOVEMBER 11, 2010 ADDED TOPOGRAPHICAL SURVEY DECEMBER 1, 2010 ADDED SOUNDINGS BY DOCK DocK JUNE 3, 2011 ADDED PROPOSED POOL c� I m t�o -'I f' ; AUGUST 24, 2011 REVISED PROPOSED POOL rc 1 q w t t j), _ __. .�. APRIL 22, 2025 UPDATE SURVEY �m I z u= ° ��� ; JULY 8, 2025 REVISED PROPOSED ADDITIONS o� i rn 1, ! �f TOTAL AREA = 44,453 sq. ft. JUL 2 3 2n7) (TO TIE LINE) 1.021 aC. In UPLAND AREA = 40,930 sq. ft. ' I a sc�tficf:loi n` WETLANDS AREA = 3,523 sq. ft. a � j 1 _ Boardv Tns�',ees (TO TIE LINE) loci � D gy § g Z l' cg� -EXISTING LOT COVERAGE OVER rl = rn .O ,.�► o f o 1 N ' o O Y TOWN OF SO UTHOLD BUILDABLE LAND I_i rz., $ oZ I o LOT Z�g•37 �'� r'' S� P oz (BUILDABLE LAND= UPLAND AREA NOT INCLUDING 1 Z> I � - 12' DRAINAGE EASEMENT) 39 xl. (BUILDABLE LAND= 38,353 sq. ft.) 11 o I x 14.Z FClUNO n o 1 +y c w I CO C. ON, N w w DOCK 1 ZPE I I74 I I rn�n e 07t 1 N V I I \ x 14.4 I 0 N b 00 0 1 DESCRIPTION AREA % LOT COVERAGE L._•I HOUSE AND �111c 3.4 I 1 I I Wo 1 _ _, ROOFED PORCH, 2,846 sq. ft. 7.4% � 1 i I, N�1 0 3.4 I I I / 1j8.; 11 I H POOL 512 sq. ft. 1.3% G 1"' , y I W I " 1 � 1�3 sae \ Fu I I m 11 t/1 0 11 I 136 x OUTSIDE SHOWER 40 sq. ft. 0.1% rn Vo r Z 0t2 3.5 I �I I I I 13. x ---- 50.7_- I - o .� " �VJc ��I r* N N �6's --- -- - TOTAL EXISTING 3,398 s ft. 8.8% �. q. `.yp. CID, �\ rn-„�yxll 13.0 v 8. °i 58.9' v' c,� / Z ji oQ � I �� o PROPOSED LOT COVERAGE OVER �1 Z o �� g � z J- �'- m m " TOWN OF S 0 UTHOLD BUILDABLE LAND \ J ........ :� {_ o, �o m� N� o x� I c AL (BUILDABLE LAND= UPLAND AREA NOT INCLUDING ►� I 1 , mZ # 18.0:':::: 08��IS�''01 z 2.a'g g I �? 1 \ 12' DRAINAGE EASEMENT) O +� c^ 1 0 c-j >�P•PLAT. c,l $A o b �i (BUILDABLE LAND= 38,353 s ft. I q' ) 13 U x28.0, �i 3.5'8 1 1 \ r tl� AIL1 1 ��_�� P io LOT 11 I �x H DESCRIPTION AREA % LOT COVERAGE 9. :? PAATIO I I° HOUSE AND REMAINS x ` ..: - u A17f�1 $ \ 2,703 sq. ft. 7.1% b Zm 1 -I�Fu s I 1 13.a. .. ,�: VUI- ' o o x a H ROOFED PORCH \ 1 c 1 sH � y I / m 1 1 Z f�•10* 1 6 I LA POOL 512 sq. ft. 1.3% � P�p 11 1 m ';. O NC. O w� I G I I I , N 7 Z ♦ 1 A�RON., x 13,2 /y v OUTSIDE SHOWER 40 sq. ft. 0.1% LTG , ry m ♦ m 1 /1 .p m ICt.3`1 9 " ` ' �; ray° 1 / N�" PROPOSED ADDITION 391 sq. ft. 1.0% 1 =1 A 1 Z : 1 18. O • 1 / Im to V PROPOSED PLATFORM 52 sq. ft. 0.1% W TOTAL PROPOSED 3,698 sq. ft. 9.6% AL f•N G7 C7 IJ A 2 i..a J•�• . ✓`/ a F;itc 1 w1 6 •.•♦♦. EXISTING BEL 1 (Op i II O Z a 1 0 11. '. .. .* ", 1 ... BLOCK CURB 12.9 p _ 1 �I di x DOC DOCK ,I, Z 7 ' / I • 12.3`�.d', ': • '• �• .� .'' n 1 ; �1�r1 •` Ir :. e ;: •12.8x ' � • 14 • EXISTING AND PROPOSED N 1 I 1 I1 I I • �P M1 \ LOT COVERAGE OF NYSDEC 10. 1�, 1 ;:. '• :' ►Z \ ADJACENT AREA BY IMPERVIOUS SURFACE °16 • d\ :a: :l' ���� ` (AREA BETWEEN WETLANDS AND 1994 10' CONTOUR LINE 15,192 sq.ft.) IL 1 1 1� �`•� ` / 1� X DESCRIPTION AREA % LOT COVERAGE r A` � . \ � PORTION OF x x x xm °max �1 �1 1� 11 ` - - ' loHF� \, INGROUND POOL 284 sq. ft. 1.9% �, •o� I 1 � � 0.18 'I'* N PORTION OF STONE 56, 11 "Gs�°o PATIO 482 sq. ft. 3.2% FLAGf / \'o 2 1 _d� ; N( 9. TOTAL 766 sq. ft. 5.1% pc NN �e \ s 77e 5�C� to % 1 Z LOT 1 2 � W W � _no no ?�i� o b ' NOTES:�V Wes• �N r,� �, qo �0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM N rn r 1 A u, - EXISTING ELEVATIONS ARE SHOWN THUS: 5-4 EXISTING CONTOUR LINES ARE SHOWN THUS: - -- - -5- - - - - ZO �/ y�; FFL.- FIRST FLOOR G.FL.- GARAGE FLOOR G `TI' TB - TOP OF BULKHEAD G N BB - BOTTOM OF BULKHEAD C va f TC TOP OF CURB Bc - 2 BOTTOM OF CURB 70 03 �$ 2. FLOOD ZONE INFORMATION TAKEN FROM: - FLOOD INSURANCE RATE MAP No. 36103CO482H 0 � ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. APPROXIMATELY 55 cu. yds. OF FILL NEEDED TO RAISE GRADE AROUND PROPOSED POOL TO BE GENERATED FROM POOL EXCAVATION. 4. THE 8' NON-TURF BUFFER AND NON-DISTURBANCE BUFFER ARE COVENANTED AS DESCRIBED IN DEED LIBER 12706 PAGE 532. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IJLL.S. AND APPROVED AND ADOPTED FOR SUCH USE BY TH N YORK STATE LAND TITLE ASSOCIATION. oocK I/ , :� ��� P F C09`y�'9��' ten • � � � �% 461.. Jai I.Y.S. Lim. No. 50467 ANDS UNAUTHORIZED ALTERATION OR ADDITION 1111111 THIS SURVEY IS A VIOLATION OF S Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF To THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I