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HomeMy WebLinkAbout1000-123.-8-21 Town of Southold SULlTHOLD 1"01,41rJ LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its siirnificant 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, listiny- both supporting and non- supportim facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 123 _8 _21 PROJECT NAME 50%Christopher Ross 2015 Trust&50% Michelle Ross 2015 Trust The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: house completed pursuant to building permit (Trustees permit and ZBA) structural work required for defective 1984 foundation wall; building department deemed construction work triggered "demolition"by definition only-new application to trustees required Ross reconstruction project description Existing dwelling (1,547 SF)raised and placed on new foundation (in kind and in place) (foundation 1,547 SF)for basement with storage and utilities; 2nd story over first floor(544 SF), new irregular covered front stoop (5'6"x 5'x 8'1"x 37'along front wall of house then 4' x 5'5"x 12'2.5" @100 SF), rear concrete landing and steps for egress door in basement (4'11"x 6'4"), new IA system in front yard with sanitary retaining wall along driveway (exposed wall not to exceed 2'and screened with native vegetation), fill for sanitary system from recaptured soil, abandon sanitary on waterfront side/rear yard, new irregular rear deck(remove and reconstruct existing deck(500 SF) and raise to first floor elevation of house (new finished floor elevation 13'); gutters &leaders to drywells, replace water line, replace AC condenser attached to wall, existing sanitary system on beach to be filled with recaptured material and revegetated native plants, 4 path to beach, existing vegetation seaward of edge of wetlands to remain natural and add beach grass @10'landward of landward edge of upland vegetation. Ross Trust Project Description The existing house was retained pursuant to the building permit and previously issued July 17, 2024 Trustee's permit. The house has been substantially completed PRIOR to the building department determination of"demolition" by definition)with the following work: The Foundation is completed; rough framing completed; rough plumbing completed; rough HVAC completed; rough electric completed; roofing completed; siding completed; decking completed; insulation 75% completed. The insulation and finishes have not been completed. The existing dwelling was lifted and placed on a new foundation (the original house was on cedar posts and 2"d floor addition proposed on an existing CMU foundation-1983 addition) After the work was started under the building permit the builder discovered that the CMU existing foundation did not have rebar and blocks were hollow;the house was raised to elevation 13% the concrete landing for egress door was completed and excavated fill was used for the new sanitary system (IA system) in the front yard; per the Trustee's permit the owner removed the"at grade"deck and plant native vegetation, raised the rear yard deck to the new elevation; installed drywells and gutters to drywells; replace outdoor shower; New IA system installed; remove vinyl sheds; improvements completed as shown on Samuels& Steelman plans stamped approved 8-29-24 prior to"demolition"determination by building department. The existing CMU had to be replaced with solid CMU (fortified with rebar),this work was the only unexpected work and was necessary to comply with the New York State Building code. This application is for a wetland permit for"demolition" by definition only. Location of action: 3340 Park Avenue, Mattituck Site acreage: 9,761 (buildable 4,698) Present land use: residence Present zoning classification: 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: 50% Christopher Ross 2015 Trust&50% Michelle Ross 2015 Trust (b) Mailing address: 10 Rangeley Ridge,Winchester MA 01890 (c) Telephone number: 857_204-2458 — Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes1:1 No ❑ Not Applicable existing house updated with all required permits. During construction building department deemed"demolition"by definition only applications require amendments/reissued Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable updated residence enhances the neighborhood Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0✓ Yes ❑ No ❑ Not Applicable The work completed to the house brought the house up to building code standards and flood zone standards a new sanitary system was installed landward of the house Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0✓ Yes ❑ No ❑Not Applicable new sanitary system meet highest standards(IA system)and landward of house and away from wetlands or bay 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 improvements are an environmental benefit 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. Q Yes ❑No❑ Not Applicable new construction meet current air quality standards 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 7 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 W1 Not Applicable Attach additional sheets if necessary 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 ❑✓ 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 ❑ No 0 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 Patricia C. Moore TITLE attorney DATE 11-6-25 ' . P�1. f. 1, r7' \l` �'. 3, (� . •;{�'��"1� .•.i� cif ;1 � I{ {��. � ?P'1SIP.4nLYe$,YJ1L61CASM�'��S�d?s'�k.'L?`w'C'. { 3'IIAlI7.'..'YQ^Il9JC: '�"ITSRRY.L`rATlY.L�..JRiY�hR66 y / 3 I • a T BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10636 DATE: DULY 17,2024 # ` ISSUED TO: CHRISTOPHER ROSS TRUST-2015 & MICHELLE ROSS TRUST— . 2015 PROPERTY ADDRESS: 3340 PARK AVENUE.MATTITUCK a SCTM# 1000-123-8-11 r AUTHORIZATION ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in . accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17,2024,and in consideration of application fee in the sum of 1 250.00 paid by CHRISTOPHER ROSS TRUST-2015& MICHELLE ROSS TRUST-2015 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i urf Wetland Permit for the existing dwelling and to construct a 2°d story addition; raise the first floor ' s elevation to 131; proposed addition to existing basement with new concrete landing for egress door with excavated fill to be used for new I/A system; remove bileo door; existing front stairs to be removed and " reconstructed with an irregular shaped deck; new stepping stone path; install gutters to leaders to ,r drywells to contain roof runoff; raise existing rear deck to match new elevation; rear deck at grade to be a;• removed and area to be planted with native vegetation; replace outdoor shower; rear walk to be removed;abandon existing septic and install a new I/A sanitary system in front yard with new 4' high concrete retaining walls along the side yard property lines with native vegetation planted to screen the r retainingwalls within property lines where possible; remove existing vinyl sheds; replace existing P P Y P g Y � P g '. waterline; replace existing A/C condenser to be on pedestals; new above ground propane tank;and a 4' wide permeable access path to beach to remain; and add native vegetation;with the condition,that,if ; during construction it becomes deemed a demolition(by Town Code definition)at any point,this permit will no longer be valid and anew permit and review would be required; retaining walls not to exceed 2' in height; and as depicted on the site plan prepared by Samuels&Steelman,received on August 16, 2024,and stamped approved on August 29,2024. 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LL/��yy• MM cc LIVING ROOM P300 WAOCRESS. �' CJ \`YA'/- � ANITIIIJCKNY,IIB52 NN1101�/- �� AEµEDAnsc�yr R ¢TxucTuuE '^ EN - 9 \• MoEW .vLAo� B \• ..... �f IpaDt io u y.N S"XB"L8'PROVIOE �w ,� NEuM+rtx¢rtc `� f1 MONFNl CONNELNON EALHENO "f wsk r\ DF WN BY:AS DALE:fA2SWS54:55:I5FWv 3� sue:A¢v�¢kd DRAWNO SFIEET NAME; 3 iE00R,CONS)R P(M1 DRAWIND SHEET No: 1 IRSTFLDOR 1/ ,> ZBA APPLICATION 10.31.25 A-100.01 SAMUELS+ STEELMAN a.JBcaNRAGTaL I I I NEWSNttIPM ldMFRSGNBWON PFASPEC WIATRMINAMFPoEZESO VONGONE SOFFIT PANEL PDONESS: .1 ALI SHNGIE-1.PER SEEM - ICI IIIIIIIIII I +' I ON IATH UNCE A.MNT GIN M'NYWO '"-I I I I I 353�M4WR AyI ON RAFIE0.5 PEA PWtl - - - - _ _ L.@L.TIE PU—N,& LTffC1A'%MIE N/119% of NEWHAIFROUNDGUr1ER ® NEWSNriN,YIT CONSULTANTS: FIDRw NE OINEER' CEMENT BOARD SIDING ON BLGG,— SCONCE LNiR a MARES BAS.roCUiES PAPERON 518-PLYWD,SHEATHING 4L°^I 1 16. P 1BS.OaWMm _ HNMi0N MY, Y,N,M I1916 _ _ - _ _LevaINRCFEZ{PoIXE I� ONMER: �DT1y5�--CR-V LNA CHWSRO55 tY.4 3LPOPARKAK NEW MEIAI ROOF PER SPECS _ IyypPrypy{� ONIATHUNDERIAYMENIONN-PLYWG— SDUiNOLO NY.119i1 ON wflMPEA PVN�—-—- Ig.WEWSTNGTOP TE REVISIONS: NEW S'PJC CASED NEPDERRi PUICN ® - E , 11 1 I&AP..m1ME' N e m FRosrEDwNoax iRDSrFESAPa1CAYN NEWB'PVCCASEDPOSTBATPgiCN WICUSiOMCAPUAI PNIIBASF,MITERED PERW.RPUGA1p ]NAL ANOWIRERANING _ N �p� ASLEFGRCONS'IRNRSPERSPECS _Imw FASTN�IISSL'EWRCONSTRffi]RSST f6'V!5 N I8IAPRFAiIONIDSMNSIOIECONIRTEFOe GRMOE CONCRETE iWFAATNN5" ,_ - -- �— - 1 AtIY PfSOJECT NAM �.� LmlEl(4..... �- LevoIFOUNDAIION s xatnNaEvaraN _— _ — — _� NEW SOUR EDPANELS TO BE \7/ CDOROINATEOWRH Y O SUSGOMPAGiOR _ ASPHALT SLINGLE ROOFING PER SPECS ON UTH UNOERLAYNENT ON M'PLYNII ONRAFTERSPER" I Q I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I III IIII IIIIII(IIIIIIIIII Iq IIIIIIIIIIIIIIIIIIIIIIIIIII III fAPVCFASCMBOARD I STOP WATRIMWM'REM O —VGM0G*SOFFIT PANEL -.----- NEWHALFROUNOGOTIEA GEMENi BOARDSIDINGONBLDO, UNNEWRRIIFIf#II O W PAPEAONS'—D.SHEATHNG 16-1P ppylpply,��p-Lwl IQTC _ �rlNf)1'� PROJECT AOORESS: r - T TSNMPARKAVE ® 0 ® wa xn wcr a 1r i MAmnc M,n9sr ® ED1 6] Sl NEWCASD POSi5AT P0ACN ` EDAq�, mEsswwar— �:RissWrxoow Aw "EIQ'�c°,. 151Q—TRIMBOMO _L.iRSf Noon ATDOORSMOWINDOWS 9—T� IXI0'PVCDFGNEGGEROPRD _ - L.MixPlnsr Noon _ { �.. I,VAADE �'DFpp�pE.N WIPNCHOASON _. ,. � -ter` � L�FXI-01Q CONCRETE PROBONINOR - _ -.1 - - giPVJFI BY:A0b — MORE,1/E*=B5A'f357PM LevM FourvDArloa SCALE: FN'-ra I � - - S e' CA VYM SHEET NAME: I ElfYAipNS DRAWING SHEET ND: � EIS aEIEVATION - — ZBA APPLICATION 10.31.25 A-303.00j SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-123-6-21 AREA = 9.761.1 SF. SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. 'V DGE OF a x a c \tom�, Off• dJ PAVEM NT S 55°42'00"E LAND N/F 3000'. C WILLIAM CARMEAN \ CHARLES W GAY N 34°18'00"E °R;��N sl� NANCY R ROSS 17.00' MWATER ETER S) PAMELA M ROSS N 55°42'00"W �Toc F 33.33' FaF�oF WATER mn \ Ir0 LINE m oI c� 20,6 9 FNO. 12.3 0.2'/W SURVEYED BY: am aZ s PAUL BARYLSKI LAND SURVEYING o mo �r m Ssr OAKDALE NY 11769 ° c-� LP �e PHONE 631-294-6985 m s Pik AN S61 R� FAX 631-627-3186 AC " g SE,pp1 PAULBARYL SKI aYAHOO.COM UNIT 20A F MAY 31. 2023 y as om 9-16-2023: LOCATE UTILITIES 11-20-2023: ADDED NOTE S 13°06100"W 2-27-2024: LOCATED FLAGS 5-1-2025: FOUNDATION LOCATION -Z \ 49.25' 9-12-2025: UPDATE �1 j LANDWARD EDGE (O J SANITARY OF UPLAND LAND N/F 1' p AREA OF BAYBERRY VEGETATON BRADLEY RELIES C, AND BEACH GRASS SEAWARD EDGE 2013 TRUST 0 00 1<� OF BAYBERRY �m SEAWARD EDGE m N< OF BAYBERRY NOTE: 9m SEAWARD EDGE CT Imt10 Z FLAGGING BY BULKHEAD OF BEACH GRASS COLE ENVIRONMENTAL SERVICES ON 2-24-2024 h V' 0)Z 7D Z 9' ;--t SEAWARD EDGE OF BEACH GRASS „! SEAWARD EDGE W C) N N OF SPARTINA PATENS p -1 'MHW IS EQUAL TO THE LANDWARD EDGE OF TIDAL WETLANDS. rA AS CONFIRMED BY COLE ENVIRONMENTAL SERVICES ON 10/04/23' 'to f m? �i �ti by H.W.M. 5-31-2023 N 83°33'06"W ELEVATIONS REFER TO 1968 NAVD 51.72' ELEVATIONS SHOWN THUS +# GREAT PECONIC FEMA: BA Y TOWN OF SOUTHOLD 360813 - ' BFE MINIMAL HAZARD COMMUNITY No. 36103CO462 H UTAUTHORIZEO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Y.p•QyU° A OF SECTION I'M OF THE NEW YOM STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT DARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NIT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED.AND ON HIS BEHALF TO C THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. -- <A NO-V 5525-U.C. ROSS RENOVATION _ _ SAMUELS+ GENERAL NOTES 12.AULWDAKOFTEVARRDLISTRADESIMVOLVED,M TITHE STE ELM AN KEY PLAN CONSTRUCTION OF THIS PROJECT,IS TO BE PERFORMED 1. ALL WOR KS SRALL SE PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTORS.LICENSED IN WITH ALL SIAM,MUNICIPAL,LOCAL ZONING AND BUILDING THESTATEOFNEWYORK ANDASEOUIREOBYTHELOCAL CImNRen9on CM CODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY. _ _ -_.-- --- ------ - Sim DIS SIHTOESIAPIICN CaN Redsrn . THAMERIC CONSTRUCTION PRACTICE13,ALL WORK OF TH ACCODANCE WITH ES STATE TORE ADDRESS, - 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATEARDLOCAL AMIM CO+HAWD 1MIR5 5 OLD M4Awl RQW A9011A GEIeiA1NOTE5 SHALL APRACORSHAULKPERFORMEDON THIS CTTNET. STAND RDS ALL OTHER APPIJCPRTICUL AGENCIES RTR AND TIECONf DISCREPANCIES VERIFYEBROUGTIWSCT THE STARDARDSRSTATENGTISATPARTICULAR TRADE.AND CUTdpGUE NT 11925 Adp2.W CENBW.IDIES2 SITE.ANY DISGEPANGES MUST BE BROUGHT TO THE EEINAFIER STATEOOR IMPLIED. A-M OO SITE PLAT ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT 14 ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONSULTANTS: Aam SNEPLNN OF CONSTRIICTTON,THE CONTROCTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE ADMIX SASE CONSTR.PUYN 10,76 / RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE GOVERNING AGENCIES AND COES IS TO BE BROUGHT TO EE691 U6ASSOCuiES AO DENOIBIDNPLN 101R5 / HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. THE ATTENTION OF THE OWNER.AND CORRECTED IN AID0.D1 FLOOR(CONSTR PLAN MUSS 4 3. WIIL BE OF GOOD OUAU-W,FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING IB W.MOIVDW Wf DEFECTS FOR O PERIOD OF ONE YEAR FORM THE DOTE OF REQUIREMENTS. IW WNa4YNYII946 0.101.01 FLOOR CONST PLAN THE FINAL CERTIFICATE OF OCCUPOM;Y. 15.ANY DISCEPANCIES FROM THIS PLAN AND TE ACTUAL OWNER; MR01 RODFCCASTI'AN 4. THEARCHITECTSHW.LNOTBERESPONSIBLEFORTHE CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE - _ A 1W RCPIELECPMN 4W5 1 CONSTRUCTIONMEANSMETHOO,TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE. CARDS ROSS &., A-202.00 RCPIRECRANSME SEQUENCES OR PROCEDURES,OR FOR THE SAFETY 16.ALLCONSTRUCOON MATERIALSAE TOW NEWANDOF SNOPA AW `-`.!Iq•.w PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF SOUTHWAY,,11971 kZ13.00 RCPIELECRPN RASEFN4L VSFtS 1 WORK AND HO WORK DESIRED BY THE OWNER. A30101 ELEVATION iB125 / 5. SHALLNOTBERESPONSIBLEFORTHECONTRACTORS 17.RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND REVISIONS: 0.5p2W ELEVATIONS IN1R5 9 FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG ZMAPPUCA110N 4Y[I A15p.01 SECTION1 10'1125 / H/ECONSTRUCTIONDOCUMENTS.THEARCHITECTSHALL CONSTRUCTION.DO NOT RELOCATE PARTRIONS AS iR1/SiEESAWU -Tm m 5 -3340 ARK AVE AM1,p1 SECIDN2 Wif(.5 4 NOTBERESPONSIRLEFORTHE ACTSOROMISSIONBY COMPLETE WALL PERWiAPRIC4lON 0.0021 - .------ IVSS2.01 SECTION S f0'VZS 4 THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE IS. SILL PLATES OF NEW AND RELOCATED PARTITIONS - A051.01 SECTION( 108125 / DOCUMENTSAID/ORTHESUILDINGASDESIGNEDWITHOUT ARETO BE SECURED DIRECTLY TO THE EXISTING FLOORING. iISSlIFFO.RCONSiMICIXW HMS_. MELD STAR DUALS 49R5 4 THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. REMOVE ANY FINISH MATERIALS,SUCH AS CARPETING.AAtey,, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL S6lIEfQRCQVSTRUCION M2M PRIOR TO ANCHORING PLATE. - -"' A4W.W INTERIORS ly25 1 MAINTAIN CONTINUOUS INSURANCE,COVERAGE 19.PRIOR TO COMPLETION OF THE WORK,REMOVE FROM AMFNOVHU _ IMM A4DI.W NTERIORS 4m 1 STATUTORY POLICLES(WORKER COMPENSATION,ETC.)AND TXE JOB SITE ALLTOOLS.SURPLUS MATERIALS,EQUIPMENT, ]BAAPPUGTHN IMIRS A4MW INTERIM GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN$5 SCRAP,DEBRIS.AND WASTE,EXCEPT AS OTHERWISE _ AW)00 DUALS 1M/!5 / MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE NOTEDBY THE OWNER. pgOJEOT NAME A"MN SIRUS%RE COVE RAGE NOT LESS THOR$2 MILLION.THE ARCHITECT ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE SHALL BENAMED INSURED ON ANY AND ALL POLICIES. TIME OF THIS APPLICATION ARE NOT THE 8. ALL CONSTRUCTIONCONSTRUCTION MEET E.ALL GRGV RESPONSIBILITY OF THE ARCHITECT.OR ITECT. CONVERSATION CONSTRUCTIONEXTELOR DOOR HAVE M.ALL CONDITIONS INDICATED E IMPLIED AS EXISTING AT IT TO LOTED ORES.TED HE IN ALLINSULATION DOOR A HAVE THE TIME C CONSTRUCTION ARE NOT THE RESPONSIBILITY I NSULOTED CORES.THE INS EXCEED PROTECTION MI OF THE ARCHITECT. INDICATED ON THESE PLANS E%CEEDSTHE CODES MINIMUM 21.CONTRACTOR WILLFULLY COMPLYTOTEHEA1. IONS STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT ]. TRU E INSTRUMENTS OF SE AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. SCOPE OF WORK: SITE INFO SITE INFO WHICH T EYY MADE LS EXECUTED OR NOT.THEY MAY NOTPROPE OF THE ARCHITECTMETHER THE PROJECT E USED IN THE PERFORMANCE O n. F THE WORK SHA L�FSSES 7 LOCATION:3340 PARK AVE BE USED ON CRY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. O INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN SITE AREA.2241 ACRE(9,]B1SF) 0 THORLZATLON OF THE ARCHITECT. 23.CERTIFICATES OF INSURANCEAS REWIRED UNDER THE EXISTING ONE-FAMILY DWELLING. TYPE:RESIDENTIAL FLOOD ZONES: 8. ASINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED'INSURANCE REQUIREMENTS FOR S.C.Tax Map 0:1000,95T)3-09.1 PROPERTY IN FLOOD ZONE X SHALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR ZONE AE:BASE FLOOD ELEVATIONS DETERMINED IN EACH BEDROOM,ON ALL FLOORS AND SHALL BE WHICH CUSHMAN 6 WAKEFIELD INC.ACTS AS AGENT OWNER: ZONE X:AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1% INTERCONNECTED PER CDDE. INCLUDED IN THE CONTRACT DOCUMENTS,MUST BE CHRISAND MICHELLE ROSS ANNUAL CHANCE FLOW WITH AVERAGE DEPTH OF LESS THAN I 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING CODE INFO 10 RANGELEY RIDGE FOOT OR WITH DRAINAGE AREAS LESS THAN I SOURE MILE;AND MECHANICALLY VENTILATED OS PER NEWYORK STATE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE W INCHESTER,MA 018m O ALL WORK DONE OF THE SHALLINGS A WITH AREAS PROTECTED BY LEVEES FROM I%ARNUAL CHANCE OF VIDE. MAINTAINED AT ALL TIMES CONSTRUCTION. v/ THE PROVISIONS OF THE SPECIFICATIONS.DRAWINGS AND FLOW. 10.NO BEEN SECK IS REDTO STARTED REQNTILUIRED ABUILDING PERMIT SURVEYOR: HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE / ) 7 CONSTRUCTION CODES,ORDINANCES AND ZONE CHANCE AREAS DETERMINEDERMNEDTOBE OUTSIDE THEREN ANNUAL V J L ALL APPLICABLE CODES,ORDINANCES AND REGULATIONS OF PAKDALE NLSKILAND SURVERYING CHANCE OR FLOW PLAIN.ELEVATIONS ARE REFERENCED TO GOVERNING ITT NS AND AGENCIES. DAKDALE NV II]89 1B ORE START AND DIMENSIONSANDDISCREPANCIES VERIFIED O I I 1 ALL GOVERNING BODIES INVOLVED.ANY MODIFICATIONSTO TO NAVD 1966 DATUM, BEFORE START OF ANY WORK AND DISCREPANCIES T ' ' THE OONTRMED BY THEREQUIREDTENANTS BY SUCH AUTHORITIES SMALL SETBACKS:NONCONFORMING yARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO Ar cr BE PERFORMED BY THE TENANTS BY THE TENANTS ALL PERMITS FRONT:10 FT SEPTIC ED NEW At SE L.L SHALL BE SECURED AND PAID FOR BY THE TENANT$ THE ATTENTION OF THE OWNER BEFORE PROCEEDING. CONTRACTOR(S),APPLICABLE CODES INCLUDE BUT ARE NOT MINIMUM SIDE'15 FT IMBUING IS NON CONFORMING) PROPOSED NEW At SEPTIC SYSTEM.APPROVED APPLICATION. LIMITED TO THE FOLLOWING: TOTAL SIDE YARD:35 FT(EXISTING IS NON CONFORMING) HEALTH SERVICE REF W.R-2"262 BUILDING AND STRUCTURAL 202D CODE REAR..FT TRUSTEES: SMOKE AND CARBON MONO.2020 CODE PROJECT ADDRESS: SAFETY NOTICES 2020 CODE APPROVED APPLICATION.PERMIT NUMBER:10638 AMECHANICAL 2020 MECHANICAL CODE LOT COVERAGE CALCULATION: NT2� AVE Hm PLUMBING 2020 PLUMBING CODE SITE AREA: .2.1 ACRE(9,761SF) DEC: ENERGY CODE 2018 NYS ENERGY BUILDABLE SITE AREA(BASED ON LINE APPROVED APPLICATION.PERMIT IO NUMBER:147984501410mi CONSERVATION OF DEFINITION OF WETIANOS CHAPTER 275): (4,696 SF) TOTALLOTCOVERAGE%ALLOWED: 20%(NON-GWFORMING) PYRAMID LAW: ,�$�E+ `"' EXISTING LOT COVERAGE SF ALLOWED: 939.6 SF i $a. A SITE INFO TOTAL EXISTING LOT COVERAGE:2216 SF H.291.4 SF OVER.4].2%) PROPBSED WITHIN PYRAMID ALLOWANCES.SEE DIAGRAM BELOW.SEE ELEVATION FOR EXACT DIMENSIONS. *.g '" A LOCATION:0340 PARK AVE HOUSE:154]SF - SITE AREA:1141 ACRE(9,761SF) DECKS:510 r 83=573 SF TYPE:RESIDENTIAL ACCESSORY:W SF / J �.F ZONE:R40 / / �OFNFN� S.C.Tu Wp#:100D9503-00.1 O TOTAL PROPOSED LOT COVERAGE:2,1835E OWNER: (I.N3.4 SF OVER ALLOWABLE,DECREASE OF 33 SF) ,[/ •/ O°-�- DRAWN Sr.A" CHRIS AND MICHELLE ROSS 5P A5a� I OgTE;if/,9n025 B:14:2]AM HOUSE:1597 SF 9 10 RANGELEY RIW E O• P4P p WINCHESTER,MA 018911 DECK:528.110=83B SF ].p `k �q, T- 6CALE: 1/16'- SURVEYOR: ACCESSORY:REMOVED SO•/ --1 ORAWAN08V�T NA6E: PAUL BARYLSKI LAND SURVERYING Co.PLIANCE:0.5%PROPOSED>20%ALLOWABLE 4 I sl I b OAKDALE NY 117N MA APPROVED APPLICATIW:#T896 111 •-� -- COWA T SETBACKS:NON-CONFORMING `�b': FRONT:40 FT FLOOR AREA RATIO: MINIMUM SIDE.15 FT DUSTING IS NON CONFORMING) HOUSE ALLOWED PER CODE: 2,lm SF IXAAVANQ BFEEIND: TOTAL SIDE YMD:35 FT(MISTING IS NON CONFORMING) EXISTING HOUSE TOTAL: 1,547 SF ��r�✓�--��R.-'"1 "--REAR:50 FI ALLOWED ADDITION SF: W SF PROPOSED ADDITION SE 544 SF SOUTH ELEVATION NORTH ELEVATiQN TOTAL PROPOSAL SF; 2,OB1 SF NTS NITS 2BA APPLICATION 10.31.25 A_000"00 ..__ COMPLIANCE- GENERAL NOTES(CONT.) TEST HOLE SAMUELS+ aT CON TRACfORS SHALL MN(E AVAILABLE FIRE STEELMAN FXTWGIIISHERS BASED ON THE FOLLOWING:ALTEMTIONB x,.wrmssAFxp e"°Y°•` EIEVAIpN CER1icATE LP TO 3,M SOFT-ME(1)FINE EXTINGUISHER. ELEVATM G•ER7(F"TIE y.ua sr,.arxq wl.rn.wrrrw za4r+_ a ALTERATIONS OVER 3.000 SOFT.-ONE(1)FIRE zr.zz•vuz„x,,,w,•s..,rro.+.a _ _ EXTINGUISHER FOR EVERYAODITIOKAL 3,098 SOFT. aw•r++awwx THEREOVER.SAID FINE EXTINGUISHER SHALL BE 251-B.TYPE Mz+°a°•ax+r.+°°°'q"rrra`.`n,�,-`-xx`wxpzm q.w'°y r°n'uyw b1r - wv ADDRESS: APPROVEDFORTYPEA.B.CARESANDSWLLLBEKEPTANp - - n+rnq� a 4�Na z1zimz� trrzuxc vauuznzlxuxa•z'Ilmiw� 25235M4NRQ90 MAINTAINED ON THE PREMISES -- 0. PLANS AND APPUCATIONS ARE FILED TO LEGALIZE - _—__ •x�x zox z-+•a++•rq� wce x� °"'m•^np"'°'o"^°°. a ❑r r.°cwars. 01734-M I1f935 AearF++4M.gis°areFam rl.an wrxro temx.a wucwaw �ma+m�.m..a xaam"-gar 631.)3lEI(5 THE WORK INDICATED ONLY,AND NOOTIAER WORK ON THE _xx->+ym sc.x ne+•aixs rt rm vnxmsq M uv.nwxe uw+�zo.ewnx.ugo. _. PREMISES EXISTING AT THE TIME OF THIS APPLICATION IS - >xqs _ �aMY"wnwntrwamexvmrxAzwasxren"rmPuznavmaA wrmgxn CONSULTANTS: - TOBECONSIDEREOPARTOFTHISAPPLICATIONORTHE w zmc. vux arm --- RESPONSIBIUTYOFTHEARCHITECT. I _ _ A4$pOgTES 2T PLANS HAVE BEEN PREPARED TO INDICATE THE Ar.ra I]rVp1�L4°ra�,..earsc EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM .. - - + + ---- ---- n"ro°`n ' rrr-n m.°'e"`ar W. BAXY, f9N' LAYOUT ANDPLUMBINGONLY. Aa nawm,rse.A.e.ea zx..x va aau- wsi_xrE-_ roTaawmmm�,.uam.�.a..+�+P+�.>^�•'•aM -u CIL ❑"'�` Ze. DUST PARTITIONS ME TO BE ERECTED TO -. rzroe°`°w1°•. °S.__ Lw ____-"^"^"°i Px-.Or•A+en®xnP.o gTyarmnrs"om vs Ow Lm.x- OWNER: PREVENTTHESPREADOFDIRTANDDEBRISTOOOCUPIED .rx,n.ovz�.auno.:a�axa,n®z'n c..o"..ummwwew..-. ,,,osxnz.-ry1 0- ❑""^r axaro ro xasarm..ub®ax,n.wa AND USABLE AREAS.HEAVY PLASTIC SECURELY FASTENED -.1. -__ "z.aaxmam.w+es v yxrnrawy.zwa,aal _ ❑"" ❑^•+"' CfOG S055 0 ACCEPTABLE _ I'.. ._:.f�- s:.n.ve.ro•r.ro+ceneromw<,., .1 a.w:-xw rrm 33Po PARK AYE 30. CERTIFICATES OF INSURANCE ARE TO BE L -.- ' _ u,O sar.mryeao.awe:a�.e,x_ �_s_xm wn 'z°`aevw.nwm ne � .—L"a ❑"'°"" SOUROU)W.11971 PRESENTEDTOTHE OWNER PRIOR TO STARTOF ANY F% - ,Am��a+e. °�s•,w•vlu++al P,r.e+wmaxalucl r Or L.dx• WORK,AND ALL REQUIRED INSURANCE IS TO BE "-- ^,+^^^^as-w-unm .u=o++�m.aa.�m.n<p, a•aua•wn q+w.vp�nlx,wyo.a,b,ny.n.elwc fa pr CI— REVISK)NS: Mw . MAINTAINED AT ALL TIMES DURING CONSTRUCTION. Or` 1 -- yTr^amarewx+m. --"- w. q .e.xarawq-aaaw s iZMA°HKATO 4M ❑ u Ox.xn 31. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE °E nma wAverm, WeA,P+z ivs5 5AP 11011 8RMT1 BEEN DESIGNED BASEDON INFORMATION CONTAINED • •nitiv^e° - ce cee, n,wewn+w ff9MTAPPLKATRY 9GN4 WITHIN BORINGS ANDITEST PITS AS FURNISHED BY OWNER. '"" EXACT FOUNDATION REQUIRE MENTSARESLIWECTTO xMa.a n.=a rromxe•� uwr...4ay.e. ^s„m,se-x°nq, .w.sm pros pw paxa,..a.wars K59EwCONSiMOTOR IRKS 1 sv+xumzve exs. wi�.em^e CHANGE BASED ON CONTROLLED INSPECTION OF SUBSOIL - - ..- -- 1559EfCONSTRIICMN �[iR5 CONDITIONS.AND MAY VARY FROM THOSE INDICATED ON nEre•«xan.m,e•^.�z 0•a❑"• _-------__--. -_ aoP�jY`oµEW� AtEOAYBR IM1R5 THE CONSTRUCTION DOCUMENTS. 32. PRIOR TO COMMENCEMENT OF ANY WORK, 'Ss 9t ZRAAPPLXJMN IMIVA CONTRACTOWOWNERSHALLVERIFYTHEINTEGRITYOFALL °L �r 1i0Y EXISTING STRUCTURAL ELEMENTS TO REMAIN,AND TO "s a � jr�°,x a� g PROJECT NAME: VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED CONSTRUCTION,THROUGH INDEPENDENT ANALYSIS wwr w` 33. GENERAL CONTRACTOR SHALL PROVIDE a°xraax xxxlq vmnimNF +>w <AND°+�P COMPLETE ENGINEERED SHOP DRAWINGS SHOWING ALL u xanM x+axrogz x o+m ms x AwA _ APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST -"- _ - •°'�°° r CONNECTIONS. esr �arrxrew.,x-,evelmweraam •rrxwY __ • ozw __-N+ixwAM M. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO em❑xgw.x+Cnw+Orm- ,--ve0mwleaw� Cuero _aq +"z^'n+"Pln,••wramalnr~„e•v.nam^w.•.mapl°'ax+°0 BE FIELD VERIFIED PRIOR TO START OF WORK. wrrirbl.awgAagpmxl 35. DO NOT SCALE DIMENSIONS FROM DRAWINGS. ee❑"°+P°°°®^"°^°^°❑mrenx.m. WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR i.avus mv..,c.-mie.Em,.w,wrs•Ma^Kanslw.,mwwe p�ww°z+„mnrt Ovro El. '°xcn•-„c Uxm®cwx CONSTRUCTION PURPOSES. B11 Ps.w�x^Pw._._ _ L)—0 w DAMP PROOF ALL NEW FOUNDATIONS AND EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF .ap.ro�rr w-xA a xp m.im.+u..euo+ v�xwe.xa4 O CELOTEX"FLAT-TOPPEMULSION'IN ACCORDANCE WITH fF11`s""°°6OBi1'a'°I x'°10° • Hxv.r.-•xo->,Pv,q MANUFACTURERS SPECIFICATIONS.APPLY PROTECTION COURSE OF VB'ELASTIBORO. ��Generatetl by REScheck-Web Software ne i�°t :°niun.nw°a mw°ro."wz.xnm.m.^a.�a•�.....m.^:.Compliance Certificate co � O Prgec[ 3340 PARK AVE " - zjn"art '^ 0/•�� /Lu •. v r I..L I..L PFOJECTADDRESS:_,- x„x+w v a 334 AMAW WITTUD(W.I Iw i w,mis9.q: zzrP.,uq,..w,: ��t��etir iF rvelope Assemblies DRAWN BY:AR :�e. +oo zz.z ovz. ovzs zx .e DATE;11fi/2025914:33AM SCALE: DRAWING SHEET NAME .m.wnx-r e..ax ,ss a. esze z» ,e SEkERAI.AOIES x.n..m,.....un.. IXiAWING SHEETNO' _ "°"^•"W flPro"w, a° 'T" "°°"a""` ZBA APPLICATION 10.31M2 A-001 .00 C+MRAL NOTES SAMUELS+ BISdHdle DDORSG®UlE t KEARCHITECT'S DRAWWGS FOR RANLGCATENS STEELMAN TNn UNA Canl RmMaMT ftt, Leal hlanulacNler Type C-1, T MxM Level SWING BANE MEN SIZE FINISH HMOWARE NOTES 2 ALEN DEVICES VERRCALLY WHEN IN 4'AI PRONMRY wx Rpg6 FMIpIA RWgA Wa 3.FOP DEVICES ON WALLSUP TO S4'M.CENTER DEVICES S TDCOLUMN PLACEMENT BROWN. D1 TILTAre WI LKExIW 1.FOP NDNDIMENSIONEODEVICESONWALLSLONGERTHANJ'7IAYVUFOEVILESVEPTI LYONONESOEOF<vaan> WI IS VMaanGld,,g A—E_Srac 4'9-017 4'017 <nAexa Maersex AWmmamdea woof D2 FIRSTFLOOR SINGLE SINGLE PANEL TA X.K:;MA' PIT B1'LEIGHTALL WALL,REFER TO PUNS FOR SEE LOCATION OF WALL. _ ,I' Cawmtrox g6aiag Wadow D3 MET FLOOR SINGLE SINGLE PANEL TrvNine W,W,13N' ENT S.FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT,DEVICES TO BE T APART. W2 2 A—CasemW4_Fiu A,AR-RE_I.017 2.817 FRSTFLOOR Andersen Alb --M wood Od DS FOUNDARCN <v 0 vanes> TED YA Br x I3I' ENT 1HGURRAIED 6.DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6-ABOVE COUNTER TOP.DOMINATE WITH SCHEDULED M35 MANY HEAD Sean.lr'4r CWParetiox nl window METAL MILLWORK AND FURNITURE, CUTCHOGUE NW 71935 WJ 1 VM1MmvfMMrgAMwmnE$Nfax T-017 r-017 FRSTRIXA AfAersen Alxm numdatl wood DT GROUND FRENCH SINGLE PAEL Cneba WIW1r TNEERiECH 63f"]31'&05 3'-0' CWpomC'on 911dirg W,Maw LEVEL SLATS DUSMNAiEN-FLOM RV151GNAL9 THERMOSTATI COAT CONSULTANTS: WI T '—CasemeaFAae—r _SaAx r.61T! 2.417 FOUNDATION Inaersen Aluminumdatlwx0 pli SECOND POCIEi SINGLE PANEL TamLae irx9rx139' PNi IADNANSFI b 1FlIPEPAIUE IN0016 24%26' Cwacxalim wsemenlwmeox ROOK SEN6GR }IT, ESE& W6 2 Wrd"Gliaixg.hnaersexE seen: /•-DI7 S-DI7 SECOD A E" Axmnxmdaawme D12 SECOND POCKET SINGLE PANEL Dm6re 2rAW,IaC HIT -� $i CLAD RFALIFR I 1����� 5'0"x4'-0' FLOOR COryaml'uv gliein,w, FLOOR m 2 WVAawCaumem�Fae0.PMumn{_5'DI7 r-017 FIRSTFLOGt Andemen Aummumdaawxefi.ea 013 FOUNDATION SINCE CLAM 3O'A28's1W ALUM N. < SYAfCX p� HAMPTONBAY,N/11946 Senes:36'x60' Ca-1w wse IwLMw E02 eranev SLIDNG-2PIECE CLASS AMMIeCi ff 81'x AURA $ k < U 19 OWNER: WI J WmeowGlaingh Mersm'E$eazs:l'S'-017 /'017 FRSTFLOGt ArAersen ANmlmmdaewoo0 Ca<poa. __ - e5' "II'�walun 91iam0winCow FD3 FIRST BOOR SIIDNG.4 PE[f GLASS Aaaemen 13517xM'x MLM I # � § i 3310 PARAAVE WB J WmeowGFCmgAaemsen'ESmcs. 5•-017 9.010 FRSTFIOOR MOxsen AMm'WmdaCwaoa CWlwmtion ELEVATGi DDON SWNG DOOR WTLE75 $h1G1FRCALRROLB SOUifKKONY,i1Wf 6'-0'x5'd' Cw',AH, 9tiain9ninamv EDS FIRSTROOR SINGE GLASS Mtlersm ST.W03A' ALUM WiMowGlMingArAas»E_SelMe 3-417 r-017 FRSTFLOOR M�rsen AUmrcumdaawoaa CaOomlion AItlACCEeSgiFB NS: - PJmIP 9IJ 9ninaow .; � REVISIO W9 1 14.. CW WHO 1 WMWvsAyrvgHVELUXFS4dmmr-8W' 7.7 SECGA VELUX D grea MaxA Ir 40 MIRROR i MAPRICATIOII 4.VM IM Nld m4 FLOOR elnslallRP,, y 1 2/MN MAX/161�1 TRUSTEESAPPLICA1TGl BAN ME 1 WMxx Gumenl Ananun{_ 3'01R' r 117 FOUNDATION MC AI.'mdaaunoa Y ,x.�i f71r SOAP 1T j PdABiA°PLICAiNW 9]DRI 28 x36" Camomlw mumeMnineax -i� LL==ii 1 � ; � II�VII Mt1; � ISMTE FOR CONsiRUCTpN iMb W12 1 Wrinw,l IIINNELUX_FSEeRKDKI r.S z-r 1.To, VELW Desgneala aed /� 1 _ C�r j -Es RSOEFQRCONSTRUCTpM .770 nld Wed.s01 RATE mwnlea'tallalans _ � ,$k 31 % WI AAg�pyENT ID'N15 PLAN B 1 k PUH S° ZMAPRICAIEN IRiVLS ACCESSIBLE GRAFORCINTH OILET,.�b ACCESSIBLE 1T 'WATERCICSfl RFINFORCNGSTRIP PAPER ` LAVATORY PROJECT NAME: IHEF.Fvan, 0 exmlrvowur ��Ir MN NR. •�MK LW.. j ",�: w / 7 di Is,wruir aFvsw � now AGGESSIB ET S ADAPTIVE BATHROOM REINFORCING STRIP ® suwxmecra / 31P Ir a ruvxaMWn Rel¢m,eaysxeerxvul _ 1='lPJ IT , 1B'MN iMA< T31 raw p eexvureladFTl j 1rc OOP cxµoRR Wwa °osF��wo E rn ,amW - LFD_ xWulowuled xnmxa wxT W wxxenmx o xwmex.wA-srw F.PARR xWLFBSIUW C' RFE1W eef1NL5xeEl Adk.aR iIGY GRAB BPA WITH `ACCESS&E&AMSUTATORY IRR4 REINFMCING ST /�8� R001! �rY➢If R0DU OUP WATERCLOSET (D ui mrr tlocaT ox 9aa,n -----—--- ui WALL MOUNTED ImxFmrduvxocanuu,roxl 1B1 ' ERLBA➢L CLOCK s SPEAKER!STROBE AFD AUDEIVISUPl STROBE-UI- ualMwwxFrmn FOR F, NOSEC08TET - - —NANMfl STRGBE v WauenmserdunlT /�.COWSIIRUCTION PLAN LEGEND._,_ uv uY O . M,nvAuxRcxn lJ' 11J, NORNISIREN PROJECT ADDRESS:. 2ND FLR RRE ERINGUISIER 3 PAAKAVE qp N:wxirtteu:uixn -------- — — - -—-—- § LL _$jC/BINEi ? AQT711LG(AN,11952 earl ulaull[r pBA1W __gAllilNi tlDDSEN x ;q WARDEN STATIONt, t.NETT g v� gounrru xlmrl - __ - � � __ $ iIREAURA1 PULl5TA lON � <'Y M1EN�,�OMAE Q� nvol,ame. r LAW R LAW TUB J LAW '- DRINKING FOUNTAINS iL Pw" 3D Ww w awmca PEeFe1taf n _--� 1� T'(r� ��� WALL MOUNTED (STANDARD bADNAN50 e nTFlmeaxauxosux ,� /DLflPAR ERkDSEAT OLD" IOURET - COVER DISPENSER_� * Ix LAIItlOflY ® Ian—IL _._ , a ,rare xc rt, rwASTE 7 I,a c �arNF+t ILLL IIII§§§¢ DRAWIINE 3� k DESK iDSEPTIC TANK k �L' < - $D sxncxmdwa[AMrII DRAWN 8V:NMa/ --_— __ _ CRAWL WAGE R)LET FPAPER TOWEL SANITARY NAPIW 011flEi DATE:i)!9/20259:f1:3SAM $T TxuEwnr cn,cx DISPERSER WASTE DISPENSERLWASTE SCALE:Asnd:Metl RECEPTACLE DISPOSAL DRAWING SHEET NAME: /1 Txelaaara, Y--SUAPPUP N Ix,munmririax0 Ome.WFa� _ �j R mem.lonn�andW laxr - {y1s Mr NG HEIGHTS DDREAAEWAAINLNGO S7HESEz (;1RwRDIAGRAM OUN ❑H =wwl0 ZBAAPPLICATION10.31.25 E T ND: A_002.00 (�REFLECTE�IEGENO _ r.ne ARa4Tf�Ts SURVEYED BYI SITE RAN BABEDON MAY 31,2023 PAULBARYLSKILANDSURVEYING SAMUELS+ NOTE:SEPTIC SYSTEM NOT FOR CONSTRUCTION.REFERENCE ONLY OAKDALE NY mB9 ELEWATKXvs REFER To Lsee NAw SEE CIVIL ENGINEER DRAWINGS FOR CONSTRUCTION E—AWNSSHOWNTHUS PHONE 631-2846985 FEMA TOWN OF SOUTH— BFE MINIMAL H 36081J STEELMAN FAX 63162T31B6 HAZARD \ PAUIBARYLSKI@YAHO0.COM COMMUNITYNO.36103C01B2 / VEGETATION SURVEY BASED ON STAKING FROM 3/124 ADDRESS: \\ eGti NC ;FNNRONMENFN.A MONTNBLHIGHWAYEAST000GUE NV11M - QQQ�( / -- &4A5 CUTfYfIXd wl — \\ \ / NE MNONGAETF NEW FIN i 631J39-6d05 19,E 9 I��,4. ISHED D - CONSULTANTS: F � \ \� � GRADE 10'-2'(S MAX HE GHT) /I _ p._T'L�" \� M14WESCAA ASSOCWTES z WATER METE- STOQK \ --_- NETAININGWAU- 19B01 W MONTAUI(HWY m AR Ely ATTATGRADE : - HAWT(WBAYW119d6 \ _ SOIL STOC \ -NEW STEP STONE OVA; ESN _ �. I,PILE AREA 7.5 PATH N-40DM -� .- .. -.. ... CHBSlIm NEW SEPTIC LOCATION WQPAWAVE SCDHS APPROVAL R-24-0 _ SOUiifm NY 11971 LSnSEE SEPTIC E% NG DRIVEWAY \ . \ FOR DETAILS DRAWINGS C WILLIAM CMMEAN REVISIONS: 11 o REPLACE CONCRETE RETAINING—N 177� ` 1/S2 CHARLES W GAY m�TAN � .WALL TO NEW HEIGHT(MAILYHEIGHi) - 0.2 •b� \ p�ELA MROROSS.S 1RWTEESA 01X)N PERMTAPRIUTDN IISM p.' 1 TREE TO BE REMOVED—� •1 1 S \ W WOOD STAIR AND DECK 1 n FOR NEW SEPITC.TO BE REPLACED - gT.NEWHEIGHT(IT) ISSUEFORCONSiXUCfgM idRS / 1 ONE TO dJE ON PROPERTY �\ --0EIk EXISTING STAIRS AND DECK A45VEFORCDVS7M.DTOM wo PROPOSED--- - ' UTILITIES OVERHEAD AVEWIMENT 10TR9 1 1 WATER LINE \} �' UTILITIES(V I F - ON PEDESTALS _1' 1&MPLI[4iIDN i0'J(OS REMOVE VINYL SHE0.5 � 1 '„w � \IF CAN BURY) '- - 1 y+�1'` 1 1 1 $TY �� /-- — -NEW ABOVE GROUND PROJECT NAME: - 1 STOCKADE FENCE-- AOOEDFlLLFROM � I -.-/ PROPANE TANK -- - 1 ' 1 x 1 EXCAVATION EXI TING# - AT EXISTING LocanoN THROUGHOUT FRONT •� •\ / YARD TO COVER SEPTIC --PROPOSEDROOF 1 �+ RUNOFF DRAINAGE NEWRNISHEDGRADE HOU EEX.F ( - A ) POATNNOFERE t0•"y NEW IMF.13'/ FORRETAININGBASEMENTE �� FOR BASEMENT EGRESS, 1 g G Y 1,547 NEW CONCRETE 1 oo 1 TOEXISTINGREMOVED UNIT fRp / LANDING FOR DOOR 1 o g \ TO BE REMOVED �NEW 2 STORY .. 7 1 1\ q - FF.4.5�`\ADDITION `}+''BT WSF OUTDOOR L AND BASEMENT ENT BIL O 11 11. FF.22' 4 S. DOORS STO E REMOO 319D PARKAVE DOORS TO BE REMOVED 11 PROPOSED- ! \ lLl fJ PROPOSED SILT 1 �) ROOF RUNOFF DRAINAGE `1'- T 1 50 O FENCE DURING 1 1 CONSTRUCTION UNDER DECK 11 11 Ex!snNc waoD-.. - 1t9.0 DECK TO BE RAISED TO MATCH ,- - - \ O HOUSE ELEVATION 1 A./ __��EER LICE IL 1 11 NEWSTES To GRADELu R1 1 M . D 1 I.._ EXISPTING SEPTIC- p O \ '� YA 1 _ TOBEFILLED USING �e \ - MP.TERIAL ON SITE 1 1 AND REPLANTING HATVE PLANTS EXIS SGDECKATGRADE— 1�\�YA� LAND NIF -- TO EREMWEO.TOBE 1' T5� L DAVID AROSS6 \ 1 IN REPLANTED WITH NATIVE PLANTS �% 1 —' IRREVOCABLE TRUST PROJECTACORESS: -- \ p 1 LAND NIF - } 3MPARKAVE \ ��^ ':11 ----Pon1XMKMrt RFAFHI BRADLEY HELIES 1 1 S MIRRUCK NY.11951 M13TRUST K 1 --_SEAWARDEDGE OF BAYBERRY SEAWARDEDGEOF— '1 J _ EaED AR@N 11 `. 11 EXISTING BAYBERRY -�I..�� 1 1 - L{ OF BEACH GRASS -- 1 4•WIDEBEACH EXISTING— ;. SEAWARD EDGE OF g P -- ERMEABLE PATH - - D � SPARTINA PATENS It , 1 PROPOSED SILT \\ _� FENCE DURING ,� y ♦y�0VO�' 1 CONSTRUCTIONEXISTING LLA f 1 PROPOSED ADDICT N.. - PORTtONOFSRE( \ SEAWARD EDGE �1F Z -NOTBUILDABLEAREA DRAWN SY:AAW j l�-"--- N) 'DATE it/3/102591439AM SCALE OF BEACH GRASS i83 DRAWING SHEET NAME: I 917EPL4N DRAWING SHEET NO._ — H_— ` SITE PLAN ENLARGED SITE PLAN L j ZBAAPPLICATION10.31.25 A_003 00 j SCALE: 1:210 � SCALE' 1:150 - I NOTE.SEPTIC SYSTEM NOT FOR CONSTRUCTION REFERENCE ONLY SA M U E LS+ SEE CIVIL ENGINEER DRAWINGS FOR CONSTRUCTION STEELMAN ADDRESS: ---_' M35hWNFOAD CUTCHOGUEW11935 89f-T3AdA95 CONSULTANTS AASSXWES mw W MQNTAIINM HWY / TONflAY,NY 119A6 OWNER: _-_- OWSROSS 3 FAWAW SOUMD W,,11971 REMSIONS: MAFPLOWN 41R/ Sl 2�• TflUSTFfSAPP11GTON NMI 9.,\ pvwrAT4LIC m NMA \ Qy0 / ISSUEFORCOWMXjcTm Ifflo ---NEW POURED CONCRETE STAIRS 6mFaRCaaTa Q, uTm �J \: SOIL STOCK ` \ TO NEW 9.5 GRADE AT SEPTIC AIwMNENT lmns ILE AREA SYSTEM r&�TUN \ -1-200 sf 8•• \ PROJECT NAME: ., - ------NEW STEPPED CONCRETE SAIL STOCK PILE +7.5 RETAINING WALL TO NEW FINISHED WATER METER `'+5.0 GRADE 1O'-2'(2'MAX HEIGHT) S� AREA TO REPLACE EXISTING WOOD 400 Sf �P - WALL NEW STEP STONE PATH +7 .5 EXISTING GRAVEL DRIVEWAY. . 'B+ 1-+9.5 NEW SEPTIC LOCATION z ADD NEW BLUESTONE GRAVEL `\ SCDHS APPROVAL R-24-0262 O TO SLOPE TO NEW RETAINING _ I SEE SEPTIC DRAWINGS 1 FOR D Q / \ I AILS(S-2) "" WALL APPX.7,800 CU ADDITIONAL � , „\ i ^ -------NEW COMPOSITE WOOD Q 1' STAIR AND DECK REPLACE CONCRETE —.- 2T - \ AT NEW HEIGHT(13') RETAINING WALL TO NEW HEIGHT \ "�/ \ \ I1ISZ O O (MAX 2'HEIGHT EXPOSED) - / \ \ EXT OVERHEAD U z UTILITIES 0 ui (ELEC) TREE TO BE REMOVED--' 1 � \ FOR NEW SEPTIC.TO BE REPLACED ONE TO ONE ON PROPERTY 1 \ i \\� \ PROJECT ADDRESS: 33WPA AVE TEST H. < \ NAmTucA N1;n95z X v I> PROPOSED W,r WATER LINE ,-'', ;•" 1, 1 O 1 14A^ a 1` �. STOCKADE FENCE -- ,. ADDED FILL FROM EXCAVATION 1 °i*+10.. °F THROUGHOUTFRONTYARDDRAWN W _ TO COVER SEPTIC NEW b; rIL MrB/y]Ozs 9.1ew2Aa _ EXISTING 1 C`.... SCALE: FINISHED GRADE I U-2' --�\ EX.FF.1V STORY DRAWNO SHEET NAME: NEW FF.13'HOUSE 1,547 SF '`��. svEAAv NEW COMPOSITE WOOD. DRAWING SHEET NO: — SITE DESIGN PLAN score 1150 ZBA APPLICATION 10.31.25 A_004,00 1 i CONSTRUCTION PLAN LEGEND SA M U E LS STEELMAN 1. CaFNMDppRNN,W#1pW5gIEalFSPRI0RT0 r pR�R Z. CONFIRM EXUNGCONDIITIONS PRIOR TO STARTING BE PucEMExrlrsolaTUBEs �1N BET.-INTOGRADE 4. ALL WORK SLANG SURFACES iOBE PATGiEDANp SNIMNFp ADDRESS: AS NECESSARY AND PNMED WITH LOW VOC PANTS. I i 1 A 5. ALICENSEDEIECTRILUNTOPERFORMALLELECTRICAL ROM WOAK CTli NY JJ935 -- . F.f P 6. WAIERPR00FlNG 15 REQUIRED 1N THE BATHROOMS.THE 631J30-6405 WATERPROOFING SHm 6 S a3A0 I AND UNDER TTHETUBNTHE BATHROOM LID EXTEND UNDER THE CABINETS CONSULTANTS: 1i ONLY LOWVOCPAINTSANDROORFINISHESSNALLBE ftgNa MARESCAAASSOCIANES _ o DL J1X6 USED ISS-OI W M1gNFM1KHW/ C)--_ _ _ _ ( nxcwnu LVMPTOVBAY,IfY71W6 CUTBAGNf0UN0A1DN FODTHG 0 O�EA' '^ II�Iz_z Vr u ATPROPEfl1YLNE.V.I.F. xnvwui C 03 ROSS NEx'POURED TO-CONCRETE — -I� I Y�- -ELEC xPW9TH ELEC 3340 PARI(ALE FOUNDATION6'PO.LLS ----�^-- Wow SWFHOLO M',1f9Z1 141TN JZ'%36'PC.FOOTINGS BELOW. / BACNUP INIINIGXCIXlC.PAD BEE DETAIL , REVISIONS: J11N LVL1 CUAN T BACK FOUNDATION FOOTING / Y i ATPROPERTV LINE.VIF pI '� IN3RATFD I pgyicp,Ffws[nx-0 iRUSNEESAFFIMAIRW e/AG11 1fR '• 'BRING 1Ed1/1lGL ROW, 'UTTow VGO'N STEEL-I -NEW4,Coc SLAB .RATED 7 F _J / AS NEEDED FOR FINISH GRADE RRNIF11111W16161N16 WW4 'MALIRL ISSUEfOR CQVSiRI1C1,CP1 fAY]5 WITILEfNISX W/NEW(RtlGED I =IHvmeFcoxnw.FO M'3UEFlR'CIXJBiRUC1pN Y11/E6 INSULANWNBELOW 9 RATED AIIB81MENi two wErKDooR E 1 vwrnrsrm zBAAPR.uipw 1m>Rs EXTFJWISMTEREORiN'LW I2-000 RDOM PROJECT NAM NOR WRHVENP CUT •• _ 1_.L SIDE WALL R ]1Y1'LALLV 1.1 YTlN F - -W rRrfl ACFTG '. _ ]ILY'Ll1 -!•IWLiI_ - PROVIDE.11 OR - t•— ---J__ iA •.t, OTHER ACCESS TOVENTSI " jUNOERSTAIR 7 �s L 5 IOBi �� - A \ •.tI, \\ ABOVE - a IF K`V O EXT FJWI 9�uY]f/1'LALLYcaap/ ' �1 61N'LVT®1 v AA911fr1MGMFOI JN re:vw PauROENDW IA6'-L cLBaNCRETE 1 \\ AVESUTrATCNOANVCBSHLAOW - \\ '.' -nw O WITHlnC.i0NG5 WFOCWI66 OtOW zBEEDTlI., ABOVE q O Lu` " -—-— — - ._.exntJMGelnr4r oaaeAers e•: � - srow,cB ORY'llEl1APERF O NEWPOUREO CONCRETE FLOOR'.TILE iLODi MUNDATIONWALLS ' Itz 1, I CEILING SEEDETAI GYPROMp /T W1TN TIM'P.CF00NNG]BELOW. PROJECT ADDRESS: WALLS CONCRETE BOND•.�O�•�p,'/' POST. \ \ 3310 PAPo(AVE 2 F PM'ELBOPRDB45E VIA ABOVE LLATIIiLCX(1f/,11S5B ATVe1MX9/N'ANTX(WYMNERBE.W MPPi NEWPATIODOOR IS; 1 I F+OY7' ABOVE 71E' I O I L ty,10 \ CONPACtED GRAVEL 13 OENN'I marufGl ':t' DMVVIN BY KS 0259 --- --- ------- _ \ \� DATE ii/3/115:14:4BAM SCALE AsmdicalRO ,•.t .\ \j'� �� �'� DRAWING SHEET NAME: — REPLACEWNT WWY • 8 ?� 84SDINNCOA5R RAN 11 T(NIE]SX(.9N9 SIMP50NLCZ GP \\ 51MPJONABUfi6Z t° / DRAVNNO SHEET NO: -__ IMEMEENoCONGTRUCTIOW PLAI _._ ea IS \4 i ZBA APPLICATION 10.31.25 A-050.00 - ---- - EXISTING COMMONS INFORMAVON CONTAINED IN THE CONTRACT DOCUMENTS REGARDING SAMUELS+ EXISTEC FACILITIES ANO CDNDITONS IS TAKEN FROM CRAVINGS.OTHER FORM SOFDOCUMENTATON,VERBALANOWWTTENREPRESENTAVONS STEELMAN FURNISHED BY THE WMER,AND OBSERVATIONS INTHEFIELDWITNCR EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION.fANRUCTOR ISREOUIREDTOCHECKANDVGRALI INFORMATON INTHEFELOPRKft TO ORDERING MATERIALS AND PRIOR TO PROCEEONG MTH CIJNSIRNCTION.CONTRACTORSCOLNOTIFYTHEARCHITECTINNRRNG OF OIFFEREWESBENiEO"TOINDaTEOINTHECONTRALT - DOCUMENTS AND THE ACTUAL CONDITIONS THAT WILL MATERIALLY 151.E MAW RIND AFFECT THE RiOJECT. CUTCHOGCE W11935 631-1wN05 CONSULTANTS: wlwswrc MAU& AS3IXYAIES —REMOVE ALL EXISTING ..-REMOVE NIIXSINlG i6BOXW.MOWAVRHWY REMOVE DECK ABOVE WINDOWS / SDGNEANJGTO NNUMPTOM BAY,W IN IIHIS i ANDSIRUCTURESELOW �m ue1NGvFRmlgxwuL1.V.x altw J OWNER: -- - - - - - ---/- REMOVE ROOF FRAMING IL--_JI CHbSROSS REMOVEDECKAN'DSTRUCTURE --_ MvwTox 331OPARKAME SOUTHOLD W 11911 . F REM S. U Illr-I 'rt// 1&'WRY"I110H 4544 TAUSTEESAWLCl/gN VAN -Ili_ _.. PEPIATAPPLMAIipI Y00"// I ` ENST.HAll EXBT.BATH-- .'EMSTNGENIRYOECX 1I ISSUE FOR COVSTRYC" m RENOI / I n STRUCTURALENGINEXISTING DOFFPPA9NGUNDERSIZED MSEFMCONST NCTpM YOR6 II E%BiNC IBFDROdJ3 Tr I ,....T-T A181 DAMAGED AIA:I'!I'LIY3lT IW16 IXGVATEUNDER HOUSE FOR BASEMENT __ J -__JL JL✓✓__ ,781 MRILA110N /D31M IXCAVATEOMATERU1ST03EKEPTGVSRE lr / FOR BACIffIII =—_—_—FKM1N'G LY6RDOE -1 / -/� II_ ' �� I� , PROJECr NAMB: —_E%T IYA RITCHIE"T x EXISTN53BEDROOM2 a THALL,WO G '1 i , I JI ,FJOSTWOW6 RpLMORY II � RFMOYE 11fIRIIXiE I�, -. 1✓—_______ I ---REMOVE All METING CABWTRY M'OAPPLANCE3 , 1 �-- I T � 1 EXLSTINGKRCIEN P Imo' z 0 t3 i EXISTING BEDROOM I) �I 1 \ L EXi RRM@tIBC. r q \\ i1 EWPIEMD \\\ ' I LE1T RRtX69NOC6.,rl �„\\ G GE. \\\ VJ O REIIWECMU \\ ERR COLUMNS, TEEPGRAIRI \ EXISTING T- TO REMOVE CARDER MAINBEOROW •�aI R X N "\'.•�I ¢II" EIDBiNG 01NINGAREA //�-� oil __ -- -'-------- '-- .- ore voRT ox of RODE PNTws 1 i \ - xe xevomnr ox sro XEloureR J II �I1 \\ �'\ \\\ EXISTING 6igUfiE \�\�\ \\ PROJECT ADDRESS' --DETACH DECK FROM HOUSE \ - n \\\.:'.. \ \\_ \ . WRING RAISING \ l\\\ 3310PA9KAYE MATTIM^AW,11951 REMOVE ALL PLUMBING FIXTURES i,J DEMO GNU WUNDATDN ���yyy;;; _' \ ANCHMSHES W&I-SATEXI6TN0{BHEIGHf n N�N1�E REM OVE OECIt STRUCNRE \ b' EYJ9TNO LMNGROOM 'T + RETAIN EXISTING SIB� \\ f1\ViToo ,#S /� I AEMOVE E%ISIIXGOECXeGMCS I aHRN RFMOrFDECKAIiDVE F,\\\ _ `� \\A; \\ p N DRAWN BY:400 DATE:11131"59.14:50AM i - SCALE Ase'gra(eE -_ IDRAWIND SHEEP NAME:.. _ REMOVE BILCG DOORS / fff ANGSTAIRS e j OEM011TKWPVW I a' i ^ 2 BASEMW CONSTRUCTION PLAN _ EESTING FIRST FLR DEMO PLAN DRnwN9D SMEE na: xNE:w•rr -_ ZBA APPLICATION 1 _- A-099.00 . I - ---- --- - - - _ _- -- ANC -- COAPoSI,ETEADSAND NEWMETAAIC WRE MASS PER RAENGPER BPEC1 SA M U E LS CONSTRUCTION PLAN LEGEND STEELMAN PD9T911%PW/ I. CONFIRM DOORPNDWk.WW5CHE0L4E5PApRiO 1,. 91NPSDNLSONAD9T ORDER CAP,SAIP30NABLL66Z y. CONFIRM EXISTING CONDRIONSPACE TO STARTING g00flE35: WOW I A i. ALL EKISTNGSURFACEST38EPATCHEDANDSKILI51m 1$335NAWROAD AS NECESSARY AND PANTED WITH LOW VOC PAINTS, CUTCHOGUE NY 17935 Y n. A LICENSED EIEGTRCLW TO PERFOR8I ALL ELECTRICAL 631-734 SAGS WORK. CONSULTANTS: I'. �NEWCOMPOBITE DECKING PER 8. WATERPROOFING IS REWIRED IN THE MTRROONS.THE TRY ON AEW P 1 11? EN a 'r �,/ SPEC pECKSTRUCIURE AND LINDERTHE NB M I RAN0M NR0 , ye iHE04BINEi6 MARESCAdASSWaiES- - - QA'd r 1-,R II. ONLY LOW VOC PAINTS AND FLOOR EMIGRES SHALL BE 188O WMON(AIaLINA• t(�a0•\J— ND! .,xo W, USED, HNAPTONSAY.M'11918 rI,B- '.�05s 'rr/ I CANER: a m a " I cHRa Russ tt-- - 3340PPAKAVE BATH a �YfV1� SW/NDIDN/,11911 No NEWRR XD b}%1e EXIMREG INS BEDROOM' SSIFISO WILIB REVISNDNS: b 5 _I LDI a NEWWlXI@I6o.C. i ZMAPFUCATON m ,O! J.!%r z.,ovr Q ___—_7�` re�oex MAIMAPPLICAiNM• 5'A3/ E*TNG2K4WALLS SISTEREDWI26 LEWCl AY®i60C @'1� @ S KR%ITAPHDATION WAN NEI 101 h IN I 1(MNID, aaaeoAlloxsxl[,auq RRE Fqi DGYSTRUCTMN rs IwoBISTERED RIDGEREAM9 1 , wI g -�.1 T Eeparuanscuuww g Wff%ISRN0 PXB. IRNI 1MYZ5 ---_— pZ -- --.•CDa— a PROJECT NAME: / ✓�i 'NE W W Z%6@ 18 0C !y� M1."IR"dT:-2 ROOM i wD. m RI IS IIFYIP09T�' ... y'.r. —mEAToRw 400 OST , RE9TC NEWPOST \ pr, '�--BwroaacAcn No MN(f@Zr�t!f RIW1 \ ~ 1 DAW AREA EKIS"H%V4WALS w ''L��41d' I ,p / �/• t� _ j SSTEREDW11K8 I -"--- AN3r ttt� �q; ---'E%ISiING 1YA WALLS I /i I, b ��/ SISTERm w1:X6 // CILf11ra,CT•, ELDON,RE FL //'��OOR / P' VJ O !r t MR, mis—ac 1=- CEILING',GYP BOARD �5 avi 1 1BID ` WALLS'GYP BOARD, / v' -i, CEMENT BOARD BASE % O t, ' ---- Eo1Jcc I..L 'ice.\a LNIp ROpI \ PROJECT ADDRESS: _ lA^nl0l of '�/' tcSC),-Pq 3 � NATIRI.CKNY.11951 f. 3� I A � f� a �'� - Y�-�/- � ,:r y\\•, a DaE�� i NEWCWPOBITEDECKWGPERSPEC C' STRUCTURE 1R i \ •aT v, ka2 p g I % 6 NO-18"-PROVIDE NEWNETA PSPED '�/ - MOMENT CONNECHON DPNEY•'� RAILING PERSPEC / a'sa-�--"� \ EACHEND t♦ �{t / i OPAWN BY:AS Y \"' ELITE,11/3=59:1d:53AM (3 DRAWIN aMIKIA _ � G SHEET NAME_ _ II ., R00.9/CCNSiR PUN COMPOSITE TREADSA D INC R SPEC ISEES PER / OPAWMO SHEET NO: ZBA APPLICATION 10.31.25 A-100.01 I AR�Ax>x,g - SAMUELS+ CONSTRUCTION PLAN LEGEND STEELMAN I. CON DOOR AND WHOM SCHEDULES PRIOR TO ORDER 1. CONFIRMEkSiINGCONONI0N5 FRI0RTO STARLING gpORESS: WORK 1 / 1. ALL EXISTING SURFACES TO BE PATCHED AND SKINNED 25335 MWJ RCVD f ASNECESSARYANDPANTDWUHLOWVOCPAINTS. CUTCHOGILEM'1193& 5. A LICENSED REGROWN TO PERFORM ALL BECTRIGI 7W 6405 WOFN. CONSULTANTS: B WATE PROOFING IS WATERPROOFING S R R SHOULD EXIEND N BATHROOMS. DER THE �CABINETS D EA IN ER: AND UNDER THE TUB IN THE BATHROOM, MARESCA&ASSCCMTES It. CNL LOW VOC PAWS AND FLOOR FINISHES SALBE IS804 W.MONTAU,K MYI USED. IIAMPTON MY,M'I Im J OWNER: eonxbmu CHMS ROSS P, 334OPMIX WF xfxwlu SOUTHCUD NY,11971 /�7 RUEVISIONS. g wimw ,'Lea.P.Ai'.I NR/ TRUSTEES-14 A... YMRI PERARIAPPOCATRN 6O9'4A psE scxsmxEoxsxrn xup ISSVEFORCONSTRUCTON taw 1 N — 9 ISSUE FOR CONSTRUCTION H11R5 I A.160 / i AMHKWFNT IMRS._ •' ___ tlkwFWuuo B^SEIALIVvitt i ye� _____ 'ALLau Dwas° 2&MAA;AipN _IMI/[5 I 3� wsxwoKev 110 BFcox .R PROJECT NAME: J s¢eww xmsxeFluma I4 ) I ' I A.r i l AODM KPo�iw OFFICE \ Z D O i 203 ml f� w NENTFFFLOCWNG V�/'� — c .0 ?! MtWGNWi 1 I' O \4 0 5 -4 I, 0 W LL LL_ I FLOM THE FLOOR g Q CEILING:GYP BOARD 406.00 WMLS:GYP60PRO. �+ I I ���� �� LEMENTBOARD BRSEj F PROJECT ADDRESS: `£ s Y.BDROOM�\4 � 3340 PA4CAVE MATIIIUCK M'.11951 pB 1 ♦ ✓�4�• �NifGRATED DRANAGE 9Y OTHERS B / r ��/a•1 \1M1 �, TOLOEAOEF xrFRGRWALL g j �"" pr�Nf AFAW Fnn ,Q, %4`a N ♦1/ 1.L(6 PoST5 #`4 ^ @b 5 DEC:�� J'� FDff lOBMEAOFR 59AP50N{V3Ci.BC ` &9'ffi � 9 o4A \� ✓� BOSPOSTBASEAND CAP ��NEW� \.n ♦. DRAWN BY:Aldo COMPOSITE DECKINGWI \\ \y3� 'j� DAm:11131"59:14.WAM FRAMING ANGLED FOR SLOPE \ U', SCgLE.N'xMrXetl •/ \ \ - •;-/ DRAY"SHEET NAME: V � FL0pR1CON5T PLW \ `J DR kVVW3 SHEET NO: 1SECOOOR ND "' ZBA APPLICATION 10.31.25 A'1 01 .01 i _ J ) B) YLI 2CONSTRUCTION PALNADTW LEGEND ES PR WTa SAMUELS+ OOO STEELMA MEXISINGOONDLIONSPRORPOSTARTING WORK I <. ALL EMSRNG SURFACES TO BE PATCHED AND SOW AS NECESSARY AND PANTED WITH LOW VOC PANTS. ADDRESS: 1 I 5 NALI'OANSEO FIFGTPoCWN TO PEAFORMALLELECTFICPI 25235MNNROAD 6. WALE PROD"6 REQUIRED IN THE BATHROOMS THE CUTCHOGUE NY 11935 NEWSTAINDINGSEAM METALROOFPERSPELXTEN 631-7314405 ONA-PLYWDONFARERSPERPLAN. ANDWAT UN ERTHE INTHEBATH'IINDFRMECABWEIS PROVIDE RUBBER MEMBRANE AND LNOER71E1161N1NE BATHROOM. CONSULTANTS:- - I1. ONLY LOW W C PARTS AN]ROOK FINISHES SI W L BE USED. EAGINMARRSG 6ASSOGATES 16544W MONTAUK IAVY 114MPTQVflAY,M'11916 wreorwL OWNER: ---- NEWSTAINDINGSELAAWMETALROOFWPERSPEC --SLOPE ll1}NEW MEWSLOIEYI--1 1 ONNEWLI'PLVJNONNEWRAFTERSPERPLAN C4,16 ROSS NEWSTANDIMSEAMMETALPERSPECS ! 1.tMf SLdE SOCTH LD W. ON PEW M4'PYWD CN NEWFAFTFRSPER PIFN - tippo SOUThO1DA1T.11971 IEWAS°FIAITROOF NEWASPHAlTROOF ' / A 1 REVISKKJS: /�Imo/ A MAPPMAMW Y1M p[F u4RarE zal ipU51EESAPALUTRW Gm PFRANTAPRIOATIDY IMAM I � /� OW.�pMp , ISSUE FOR CONSIRUCiNM LVA c ` ��I NTnu Hwm 65LEF0R f/J161MICTNM' WI/A iroPo�J na51 �I� B AAIBNiI®IT O'1/A itI / � � Is�Fe`�+uiuusxNlAam.oN zIMAPnuTD.Y Imvu _ INI NEWMETAI3HNGLEROOFINGONNEW -- ----_ ROOM ROOF RAPIERS(CRICK FOR DRAINAGE)OVER NEWROOF, PROJECT HNAIE: —#--E WW�— �* ,.�e.�4L1 RHO I y�IP� ImI NEWS TAINTING SEAM METAL PER SPECS-�_ / ) !I 3 ON 314'EAT PLYWD ON E%T RAFTERS z O NEWSLOPEMII � 3.N I � ... I 1. 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TWO TOP PUTS M.o "1 ZBA APPLICATION 10.31.25 A-102.01 _ I ' - I � 'A9dNe6eMAN �1-• Typ MGM C-1 Fanvyantl Type Rough HqM RNNe WOA LIM M-b-, Tyye Co—I, /�\Y �p�� � SAMUELS 1 Al 16 WMowGldngMtlersen.E$enes:4','.OIR' 41.017 aNis+ A,N1, a AUumi—m ad A. `YF/ Y NEW SgAR PANS TO BE STEELMAN v4' f Ipmauw gfiRllgvmAow _/�c00RInN4TEDIWTH Wf 2 WMmvGasemenl_Fi.-d,rsmE_,'.01? 7-811Y FRSTROOR Mtlersen Aluminumdatlw A'AO I _� SUBCONIPACTINI Series:32's48- 0-1. resemenl wrdow / 1vA FVC FASCUBOARO - -__ I W W3 mtl G.,Anie ,E Series: T-0111' 3'-ow iTBTROOR Mtlersen Al�minumda6wnA wRORIM WII%6 FRIEZE BD w"I. gli9mgwintlow U / VGROOW SOFFIT PANEL 30F;V CALT W4 7 WuxbwCasemsnt�AMersertE Series Z 510 Z.4W WUAUATICN Mtlersen Al'minumdI". NE LATHUND RI-AYNEftOOFINIP PER SPECS�— .IIIII 15235 NANFOPD ONLA3H UNOERLAYM"'ON L4'PLYWD WTCHOGLEAW 11935 24'%ZV Ca 1 UWntlaw ON RAFTERS PER PIAN _- LesNiWO TOPRATE(-• 631-734-GN05 W5 2 WiMvwGldUgAntlersmf Series: P 01,21 6.00 SECOND M Al--- NEW HALF ROUND CURER - — - - - -u-T sJ E0'.41Y FLOOR Caro Iron 91M'g mm CEMENTNOARD SIDING DN 6lDG. __ - CONSULTANTS N6 2 VhMowCasemenlf ebAlkenen 5'01R T-010 FRST FLOOR Arde AI datlwootlfiaetl PgPERON 5IB'PLYWO.SHEATHING U I `I ' i''J 'ED2 '�5'S. ENGINEER. S nes.3VP60' Cwpaal nrenlwtinGau NEW ASPHALT ROOF PER SPECS— MPRESCASASSOCA7FS W7 3 WntlowGlMilgAMenen 5enes:4'5'-Dix A-010 FRSTROOR ArAe AI Inumdatlwm9 ONWHUNDERIAYMENi ON Y4'PLYWD SCOMCEI%N1f�\ ti L NEWRRHENNIT 18",W MONTWKMYI 6' C rpwal IM'ng wintlow ON RAFTERS PERPIAN �� ` _ .. �'LI! /IAA/PiON fl4Y,Nl II946 WB 3 WmtlMSC�6lmgMCe4m✓v6iAs: 5'-OiR' 6-0177 FRSi ROCK Pntle A m'ummdaEMmtl ryEWASPXALi RCOFPENSPECS m _ _ _ _ _ _LwMI�'f1�YEl1 ONMFA: Coryarelion AM.P,.nd d ON LATH RAFTERAYMENi ON E%T3MRYND— -' -- -, - SO R ClNS�'S WS 1 WIMow-0ldinOMEe�amES' 3-91/1 S-01IC F1LSi R00N Mtlersen Alum'rnumdatlwooE ON E%T.RAFTERS - - - - - - {{ ---- --- LercI5EtY1NO FlAfMi.l\ P�� xNx �I Corya ti 91brA tlow W10 1 W Ea,w*VELUY`FStlesB_mou 3.83N' 7-7 SECOND VELU% D 9 etll deM U6PJC RAKE BOARD -- - -_ - -_ Lr+N NEWT R SWIhO1D NY.11971 IMfivetl:Nd FLOOR etl lalla6vw nllk TRIMW11%6 FRIEZE BD - - - - - =....-..� - _ - - - 13•-7 FIE� ' 3-N T-T TWO TOP VEIU% b LaumanI AA,—E_SWN,3-017 7.41TC FOCINDATION AMe ws A - d tlwootl Lerel ISTING iOPP _^ SNXJS" V05 1 W d 28 v36' Corys U'n usemenlwnJCu 161T VCTRIMBOWD L D2 T �.' ffl6 ', 12.4'V 7Ad A'R..SATION tNfl W42 I WnOokyligM,VELUX tShh_mou Desgnetlrtled ATDOORSANDWINDO'NS -' nkbfiretl:s01 RATE moonleH."A.,ons _ �APPUIDIITION wY METAL AND WREMILING N LIGHT U I I. - I PERSPECS SCONCE I-•_ --.. �- RRIEFMCIXSFMA:nIW IANA GASHOOKUPFORGRILL— ISS.EFORCONSTRUCTIN/ 2020 _ _ IeNFPSTROWi t'` AIBAIBv'7 1M/i5 jj� 4sNE%FRSTFLOON 7&APFLC/TION fOOUH - - _ _ _ _IvdGRWXOlE4El Z-T PROJECT NAME: LAtlIX GROUND Fdi ACCESS IMCEROELK. � - .' `L • LweI FOUfAATION ER6iING e'LNU FOUNDAnOY WALL__ _ ---__, ...i_ J j REPLACED WIPRCENFpOyUQNpDA�lI�P,9Y�WALL + _' - --- -. __ ____ ___ i0 Ll`F/'"\ ""\/"f`✓'� ��/-�1�,�� J�J :mil J„� �`_i 1 SOUTH EI VATM _ z NEW SDIARPANELSTOBE TT COD ASP T SHINGLE NOUN PER SPECS ROINATEO WITH I /f Wll. SUBCONTRAC/0R \� ON LATH UNDERLAYMENT ON Y4'FLYW O CNRAFTERSPERRAN II III III I III IIII II 1B PVC RV(E BOARpwfA TWM WI%6fA$CW BD � I I I I = III I I MII I I I I I I I 1 1 1 I {I U) O V)U 1j L NEWHALFRWNDGURER--' _ _-. — - - 1 per) O u �Y LFJAENT BOMOSRWG ON BIOG. LENNEW RIV. PMER ON 65'RYWp.6HFAnpHG �I, I IB'-8 R PILLA AETPl AkO WPERNHG-_ --_- - _ _ _ _ rxrtrxru PFR�EC6 -� ImI&CC0A0 ROgt pgOJECT PDORE6S: 1XIP PVC DECK EDGE BAWD_ -- _ - .__._ _ _,,WlNEW_TOPpATE�� 3SIDPAWCAW: 13�T M411RLCN AW,1f85Z 1z• mno � leNEW CASED POSTS Ai PORCH r--- --_ir6117PVCTWMBOARDATCOORSMDWINDOWS --_..a' - -EGaF63 WNWM � - fw• _- e le3eIF�ST RWR n ,.- f%10'R'CROOREOGEBWx90 - - V I IEXFIRST ROOK y� OrNfN`- —- _- -__ LereIGROLWOL2YEL_Cy7 -----_- �- y- 1 �"' 1 Y �� ✓".�'_' ` _— DRAWN BY:Aldvx __$ AD i111/372(/Y3:15:05AU-. EXI3TING8"CN WA UFOGY AWNU I U �I RFPIACEDW/PL FOUIIOAipNWALL .. - q�'T ATION . TOTALGPNENOVED:IJOSFCNU " � TION (,DRAWING SHEET NAME- -------- ' -, I S- I ELEY i DRAWING SHEET NO: 2 NfSTELEVA710N -.. �W*• ZBA APPLICATION 10.31.25 A-301 .01 7 (TI' �wP 6 ,x �) SAMUELS+ �x�ee6LwA_ \ STEELMAN ,weviceA6�x�.xD .,IxTxR,m�F�]E� �M1 25r351CUTCHAAWAOAD 631-7N DENY 11939 LNNNEWRRK*ff COPl6ULTANTS: reuex,xawosm��walelDe g ���'II'll III PAPev axsrvuwn.slurxMe R n ° - 16-5 EWWR oow ww,oa m EWRR�RGN I\ m O g FN 5 IB W A07"HWi _YEIAINLwHeYW_ - _ r _ ._�FsB'V H m-9R1'.NY 11916 L_mISECIXEp FS00R� OWN61: S3MHXDW. Ixvwcup USOUIfpIDNC 1/91I (Y1 ¢•J' pp,� i� '''''iE 11���11REVISNNNS: ]Rusho�arollG wm VAY]N PERANFAPPLICAIpN WJ6'N J _ in Dione -._ FIRST FL00R LL _ IeM FRST ROdt^ u _- E Y l S V J5 FM CONSTRUCWN W70 . ^T L.veIGR IOUNDLEVELbE(WWNTR." Zfl1EAPPLIC.4110N NgVAS �' \� ♦ \ \ J lenl El(FNiOLIND * ,'• \\ -E%GRWND PR-- rD. ex 6roTND ` v �x�,00 - ��v_ �� v A'SCR.,,v�v - �- �Y— "•�+ y � �� v"VA` � �� oxwPoL -6Lo6x,Dx .. - -—- -—-� -—._ -i-- s S ��. ImN FOINMY.r �'� u L IFOIINOAiION I I SOM RIM 3 ELEVATION 1 WEST SIDE ELEVATIDN P..1Y : Ili z 0 wlI� --- Y Q ox Ann[xs P6v Plw _-+ - C J o � z mwc eAx[eanxD. fa Pvc laxEPUTEr iPoel wnx6fA6CPW� � (�� ui xiwxurxoVwocVn __ _ LmI1VlDTOP iE n wnw iwszEm ~ Ixla ��r D f'1r •� 33•,�1 0 r 4 _ a LereIM'Oi PAAFAonsn Pfrro n xsw xur nDuwaur,ex �� `/i � __ ]�j ® - x.DDID=Flx x PAP�Dxwe.R�ex�.xwD — — I tw>2Pvc rAxsoeao -- - "�� lard NEW ARNEIGIFT J� _ �. / AT DDou AxD,nxoo,vs _ 19- ? -_ LeM NEWRRE WT 6'FAf '- _I.re NITGHENRI)GE Il � LevxISECOND EPAWAVE ADDRESS._._._. _- _ -__ - _ _ _ I _—.- ----- —- -— � Lore sEcoFmTce I _-Le WRN TOR9d1f _LrreINEWTIPPUl 9 ElASIWfr _ ..,. _-_- f , H _ LMfASiNGTLW PATE stEP�M yt I.-ITjE _ - — _�ewEFlASTFLppµlerN FIR5TFL00--R lmlF%FlPSTFLOdt rtgEVNN3R -. - - ImIEXFYl9T FL00R ._._. -� _—-- LveIGROURDLEVEL wAxpaaox - - -� _---- _ GRWIALF.VE�L�Q$ OMWN BY Au1Mr _ 1-1• -caexP£rzraulwTgx-- -- - -� OATE:111312025915,M M L n T _ � L 9`3Rtlm 6C.AW of r ll EXGRWW i —---- V — - ------ .. _ I - ORAN(i 6HEEr NAME: I I P�Arful,ro roruu FdNR)AXW LeM I Fa ari�D.v wr�iL -—_- 7 -—-'—-—- —-__- -—__ r—r.6 DRAWINOSEIEETNO: -- � A NDRTHZK., ElSTSIDE ELEYATgt� R _. . `I' F�NP w.e, r� ,NO>F ZBA APPLICATION 10.31.25 A-302.00 I SAMUELS+ STEELMAN ADDRESS: --- 25235AVlNRO4D __-_ CU1Ci�G1HNY„995 B3/->3l6N05 DONSULTANTS: ENGINEER: MAR BASSOCIATES IBBOew MONTNJN AW NAAIPTONBAY,NY1f9Ifi OWNER: C Ra3s 33JGPARKAW SOUTHO1D W,,11971 (6 I 5) REVEIKM: �Y ZM APPINY1gN 43N NEW SOUR PANELS TO BE �� � 6"A7C COORDINATEOW N PEPIRiA `CATKM YJyJ SUBCONTRACTOR CGNSTRMOON m ISS4£FORC WSTRUCION N27!!5 I I AMFM1OMENT IW/JS ASPHALTSNWGLEROOFBIGPERSPECS GN -­-- - III ZBAAPPLDA7ION 1[gl/eb UTNUNDERUYNEN7ON 3N'PIYNq II IIII I I I I I I I,I I I� I I I I I I I I I I I I I I I III IIII I I I I I I . ONRAFiERG PFR PVN III IIIII I I I l I I I IIIII I I I IIIIIIIIIIIIIIIIII II (III 1111111111 I (IIIIIII IIIIIII IIIIIII IIIIII I PROJECT NAME: I I I I I I I I I NEWHALFRODNDGUTTER PIATEr CRENi BOPAp SDINGONBLDG. PAPFA 0NY8'PLYWD.SHEATHING TDO A Li V RVCTRIABOAPD - iD00RSA1RIWMgYS NEWROOFRIDGEPERRAN = Z _.. _ _—._ _ _—L.NNEW Po16 S" O - _ _ _ _ ,_-—_—-_ - _ __-- _ PETAL ANDWPE RALMG f6'-5IV NEWGABLERODFYATIF _ _ _ _ _ EyLiB- 6J .-_- _ —- EIpSiMG R00i'-- ---. --.- _--PER9PEC�___-_TECH H1W_BOt-E5.(1_ �l ASROLTSHWGIES -. .p _ ____- - .- __ WRNNSWASR TSIWWFS Lwd 6EC0tD R000. FXTRN \ ____— —__ NIN NEW TOP IRATE//�� -_• IN rrVV EXSttLGiOP __—- LOW PIATEY� _ 17/'VV O clxNreauosnxc . ;I U z I I �°R00fA1 BEo9aoNp � `� �1X10'R'CROCA EDGEBDARO O W I I �—NEWm3Fa O rr I I I I - HAAD EBOARD PLANKS WITH i 3N'BETWEENBOMDSFORVENTUTICN I LreIfY67RODR PROJECT ADDRESS: IEW FJ17 CLOSEDCEUVR,1YFOA11 NkdA d9].b^„I� S SfS LZ;'s' NEWOJPTIn@1s-O.0 9.� ,i3CPAPJUVE_- I � 1 -1 - - Lrvtl EX 0qt� ANTRTUCN M;1f952 NEWPOUREDIPCONCRETE � -2%tO LEDGERWl l4 D 7-1� 4ERE yH�r FLL I FOUNDATION WALLS WI2112'BRICK N RETE ARp }IARFRIOLKSCRF4V6(¢16 SHELF@ 6'POURED OORGRETE WALL. III- I GEEGETAIL a__ OARDFNISH _ Intl EXGROIMD 19 *T m A NEW 2K9 WALLS _ F R V - 77 II III III """ w HRa9aoseocF IIIII WRVxMLpAmpRWE sill II-NDNonweLsl—III II . _III_ III oAs °N0�N1 li II ��' I SF INGIIAI}NINIPOST NSPECMRB IEWPWIEOIPCOXCPEIE iI III {EW FOUNIOATIONWALLS III L BEE snE ruN - SFESITEPUN -11 h lI�ll Fa Ew 1 I--III-IIII: c brrLoxcsuen�xraxLEowarc,fanSxxuW„uFaasx III-III =11I :I = I,� II! III=11I II1-I III IIFATDH _ _ _ II III i III III-III-III I .- 1=11 LIII III�III�III_II= �III�IIIIIIII�IIIIHII II��IIIIII�III III_ � f ssas:rzaA _ III-I I_I -1I-1 li III-1 f I� -III __- __ -I sue: - NO, - _--- - - - - - - - -III--III-III-III {�- =IIII IIII III IIIII_ = DRAWING SFEECNAME:"III __TI 1 171PC FWiNGC WI}/S AEBAR 1 1-._._ -1 -11P.C.IFOOIWG5 WI115REBM - -57R%910'ANIXONYPOAERBEW PL=�++- 1?SONDNBESTUUFR _ DETALi i'- �i- I,-III—I 11=I: III-I I�-tlt_ fir .I I I I I_I_I I I-III III-I I LI I I i I I_III-I I III I J�I I I I I__;III it I I I-III 'III-#tt-tt1- III III I-_ _ - I __III=1IEOEI �I -1 III-1I L._I -I L-I I_I =1I-I -I -I 1=1 -LI-I I_I _I I_I 1 I-III-1 =I L-1 I_I 1=1 I1=1 -I -1 -T-1I-1 I-1 I-III-1 1=i -1 =1 1=1 -1I I- _'- - - - „ =1 =1!I III=III=III ,III_IIICI II III-III-III IIIII-III ,III-III III_iII-III III„III;III III„III-III III-III=III III=11cTD"' =III, III-III-III IIIIII II III-III III _III-III III II.III -,II II III,, - I I I DRAWING SHEET NO: _ I I ZBA APPLICATION 10.31.25 L A-350.01 -- - --- -- SAMUELS+ STEELMAN YSP35UAW ROAD C GUENY 11935 ' 831-734 31-]S/8405 I CONSULTANTS; MACE MAREsuaassocurfs H'w"TWM I'wI m JtAW+Ta+flar,Nv 11916 OWNER: omrlOSS SNOPAWfAVE sounfow W.11971 SNEWRRLM 1CO.CNEWB.1ii RJBNSUfARONy'�i�Si.;'l-:. 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S NAIFAVL IISSI/SN7ONSrRUCTKW -Ma" PAPERDNSn•PLYVID.SNEAi1WIG f-- - ¢ aNENDMENr Ialns —s n inLVL OFFICE MB�ROpA n S e / NYO134x11• IZBA ARMICAixW IMInS 3nfn LW \ IS --.. sR P PPOJECT NAME. uEruANDvria RwxG nIANMFR" o- ---- R9 - - - - --- —-—- _ --- pyOPpEp F.R ir�RR �„.,, FORpUNWE CB,RISELpa NODRI�NEWWtJf/®f6 H/AI7A LV 7/N•fINNAAipNVYY--, LxBOJ --_LeM NEWrOPPLA-�19 .� F µya is —ImIEXBPNGTOP PUTE tV I I � r✓ 4 1XNI.DKBW 6 �my HALL _ EXISTINGIXSEXTERIORWALL56 I I I CEUANTB AWRo D BEDROOM I PAwD j e I ��� chsED ON(BEANs BTINSUTATNIN O BMETIVEEVEENJOIST5 WIGIP y=.,HN SN, te.NFRBi RO[R 1� U]"'�. �1y XAlFJ N'/NEWLV1r5PRAYFOAMNEULA/gN �T �L��M �L� �- E���-ems T� NEW6'POUREDCONCRETE t A•/J FOR BiNRVA RET"'G.TH I'THX;x ALL 5/ j O W"'LMNIXFRBTiL 11 v f_a-� S. 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I ZBA APPLICATION 10.31.25 A-351 .01 SAMUELS+ STEELMAN Y5235 AWNRCPD CUTLYA7('UE M'11B35 631-)3/dgs _ T CONSULTANTS: Ebriffa NEwsgATEDWTSTO BE 1 ) 6ASSfCwiEs NEWSO.ARPANELSi08E :Ow RA1IOiH y FR&01w MONrPUR MW COORDINATED PH SIACONTRACTgi fWMPTON BAY.NY IIm SUBCONTRACrOA --ASPHALT SHINGLE ROOFING PER SPECS - NEWSNYLIGHTRERSPEC ON AIH URGEPLAYMENT ON A'PLM OWNER: / ASP SHINGLE ROOFING PER SPECS I ON RAFTERS PER RAN CNflrs ON IATH UNGERLAYMENT ON 3N•R-D Ads / ON RAFTERS PER PLAN I / 330ORWAVE CEIREgi BOARD SIDING ON NOG. 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III=III sNEFoa GcaE�ewuI III—II!= III=11 =III III=I I�I Irlll III=I P®rPop� TRW I' III=1l III III—III —II9EEDEVJLII I III—III—I II—I_Id�III111 SFEOET III=III III-III III—III`—III III-III-III= III- ,1�1 I I11 III��r; �--,-- _T ��,�— Ill ill!:iil! -III 111—III�I!I—Ir�HNEVBf7X138P.4F001dG4w91bRE&R I II�—�— — Ifl1' P.ICFOOiINGBWI3tl5REBAR--� ' !Li I111—III-11 _._I I,—III—s aE u I—III—III—III—III —III=III 1I I I—I I I l �wl- —, III—III III—III-1 I1�I I-1 I"�I I—I l I—III—I I�I I I—III—III III—I I I�I II I�Il=1I� DATE:ff13/2DB58:1G:feAM SCALE: 318'-V 2 - Bu.ra 11�4 Q ORAWING SHEET NAME: SECTOIJ 3 ORAWING SHEET NO: ZBAAPPLICATION 10.31.25 A-352.01 SAMUELS+j STEELMAN ADORESG: - - 25235AEAWROAD CUREH000EN/11935 631-73#-M CONIULTANIS: Ef+GNNER: MMESGIBASSOCIATES 18BMW MOIJTAUXFM1N' WAMPiON flAY,NY 11916 OWNER: CNMS HOSS 3340PAPl(AW SOUTHOW W.119" TRUSTEESAPPUCITDN BRMI PFANRAPPL0. WJ62� ISSUEPDACCVSTRUCT10N--.. DA2 ISLE FOFCONSiRUCiDN— N]/l5 i NIEDIkTT .16'10 MAPPLIGTKIN WIRT ASP HALT SHINGLE ROOFING PER SPECS -- IRWM ATTIC, NEWRJ I PROJECT NAME; ON IATH UNDERLAYMENT ON 314-PLYWD NEWGNEWBARRJ9INSULATDX ON PAFiERS PERPLAN -'TWOTOP� NEWHALFROUNDGUUER -p I,S IITPJCTRIMBGARID - -- — AiGOCNREANOWINDOWS 1 LEMENTBOARDSOINGONBLOG. OiRCE PAPER ON LS'PLTWO.SHEATHNG I I z I F METNANDWRE RNUNG - - f......, - --- --- --�- - .IeWI NEW RIV IM�'. o- - -- ,N.S,R _Level KITCHEN RUGS S. - AnD— �� Leve13EGONOFL00R� 1%1P PVCDECNEDGE BDAAII __ _ NEWFJNEWBA1Tkf9W5ULATNNiR1;r _4_—� 14'�d Q XEMGNEWBATYIHIBRRIMIDN _ - LevaINEWTOP PU- TE 11 �eM�IIS NGTOPPUTE ////'�� — _ _ 1T.4�<l I V J O --EXITING 2%4 WAILS 7 SII EDWIMTOEMT14G L� k ( 4 C TOPPLATEHEIGHT O 4✓ Lij LJ_ 1..1.E 1 i I , L .— lMF1LSTR PRO.IECTAIXME63: 73DPAPolAVE ,%1P PVC ROIXt EDGE BOND _ '{LIEi*,'S Fl IEWL91eNEWSPRAYFOANW )IGII -_ v• �L .' 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