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HomeMy WebLinkAbout41963-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CIIECKLIST BUILDING(DEPARTMENT Do you have or need the following,before applying? TOWN MALL Board of Health ,, _ SOUTHOLI.D,NY 11971 4 sets of Building Plans_ TEL: (631)765®1802 Planning Boardapproval FAX: (631)765-9502 q0 Suilrey­ SoutholdTown,NorthFork.net PERMIT NO. 41 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Applicatimi_ Flood Permit Examined 2 Single&Separate__ Storm-Water Assessment Form Contact:. ,A pprove,d 2t1j_j Mail to:- Disapproved a/c ��_ Exp ratiory �J ,20 Bg¢i,l YS for LICATION FOR BUILDING PERMIT SEP 7 2017 b i Date ,20 INSTRUCTIONS a.This BW�'XrofGM=e completely filled in by typewriter or in ink�and submitted to the Building Inspector with 4 sets of planqUVRM#S0tyEj0j0.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be conitnenced before issuance of Building Permit. d.Upon approval of this application,the Building In Spector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18'months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be regLdted. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings',additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing cape,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections.. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If at pant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No, Other Trade's License No. 1. Location of land on which proposed work will be don House Number Street Hamlet County Tax Map No. 1000 Section Block ` Lot Subdivision Filed Map No, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction-, a. Existing use and occupancy b. Intended use and occupancy 1 Nature of work(check which applicable):New Building_Addition--�'kltera.tian) Repair.—Removal--Deniolition—Other Wark (Description) 4. Estimated Cost— Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling rants on each floor_ If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use............. 7. Dimensions of existing structures,if any:Front Rear Depth......_m__.. Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Sto"'i ­" " "— ries, 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear— Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO- 13.Will lot be re-graded?YES®NO—Will excess fill be removed from premises?YES—NO----- 14.Names of Owner of premises Address Phone No. Name of Architect Address-- Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES—NO-- IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES—NO YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF C's Z>At AA4 being duly sworn,deposes and says that(s)he is the applicant (N�i�i;at in'dividual signing contract)above named, (S)He is the O�L , ,,-h (Contractor,Agent, oi�p""t'Officer,etc.) of said owner or owners,and is duly authorized to p if T , or have erfo=ed the said work and to make and file this application; that all statements contained in this application are t ie to t e gest to " I of and that the work will be performed in the manner set forth in the application fled thletayaAlbllo.state of New ynrk NO.01HO6239198 Sworn to before me this Oua0fled�Jl,90frjJk Counly day of MY COMM�ss�on Exp�res 4 14Z�A9, �20 11 Notary Public Signature of Applicant p X Lv Lk ® ` ki 41 CA <t 91 ISSLTE.S/REVISIONS RESIDENTIAL GENERAL NOTES Z MISC. GENERAL NOTES .� I.THIS PROJECT IS CONSTRUCTION OF RENOVATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE, CLIMATIC AND GEOGRAPHIC CRITERIA ,� e.72 73°40 9 CLASSIFIED AS R-3. GROUND SNOW LOAD 20 PSF (PER FiG.R301.2(5)RCNYS) �� f z.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE iS WIND SPEED 120 MPH (PER FiG.R301.2(4)RCNYS) C 42° 3'O AEC O L 4 SEISMIC DESIGN CATAGORY B (PER SECT.R301.2(2)RCNYS) o36, 0 < q 12'-g- 3. i-9" 3 j� 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). WINTER DESIGN TEMP n°F (PER TABLE Num.z) N S 1 FLOOD ZONE N/A (PER FEMA MAP) J CODE OF N.Y.S.AND C o 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 RESIDENTIAL FROST LiNE DEPTH 36" O v' THE AF&PA WWOD FRAME CONSTRUCTION MANUAL.1995 SBC HIGH WiND EDITION. WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNYS) J��� 5.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS UNIFORM LIVE LOADS) ^ a•`' Q1 1!'11; �� �� LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. 0A DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNYS. ROOMS OTHER THAN SLEEPING 40 PSi (PER TABLE 301.5 RCNYS) �� !1 i 9 ��/��� SNOW LOAD:45 PSI GROUND SNOW LOAD(AS PER FiG.R301.2(5)RCNYS. SLEEPING ROOMS 3o PSI (PER TABLE 301.5 RCNYS) ATTICS WITH LIMITED STORAGE zo PSi (PER TABLE 301.5 RCNYS) C SEISMIC DESIGN CATAGORY"C",FOR 120 MPH 3 SECOND GUST. ATTICS WiTHOUT STORAGE 10 PSI STAIRS 4o PSI (PER TABLE 301.5 RCNYS) �� < LOCATION LIVE DEAD DELECT LIMIT NOTES: v• 1ST.FL. 4o LB. 12 L/36o 2ND.FL.(SLEEP AREA) ATTiC(NON STORAGE)32oLB. 1210 LL/36o 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM v MON �J ' FGF OF p ROOF 2o LB. 15 L/36o EXISTING ELEVATIONS ARE SHOWN THUS: 30 !, A�FMENT 6.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, EXISTING CONTOUR LINES ARE SHOWN THUS' 5 TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS iN 1/ Fri CONNECTION WITH THE WORK. NAILING SCHEDULE Y (` F,FL, - FIRST FLOOR vi = THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBIi.ITY OF FITNESS FOR A SPECIFIC USE EXPRESSED (PER AF&PA AMERICAN WOOD COUNCIL WFCM FOR C v G.FL, - GARAGE FLOOR D ' r . OR IMPLIED IN THE USE OF THESE PLANS. ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WiND EDITION) T.B. - TOP OF BULKHEAD tj 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE JOINT DESCRIPTION NUMBER OF NAILS NAiL SPACING B.B. - BOTTOM OF BULKHEAD 70 DRAWINGS.FOLLOW DIMENSIONS ONLY. WALL FRAMING T.W. - TOP OF WALL (, 1 0 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR B,W. - BOTTOM OF WALL rq A DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS TOP PLATE TOP PLATE(FACE-NAILED) z-16d PER FOOT NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOiST EA.SiDE £ ` • O /� STUD TOSTUD(FACE-NAILED) 2-16d 24"O-C- 2. FLOOD ZONE INFORMATION TAKEN FROM: Dc to COMPLETE THE WORK. HEADER TO HEADER(FACE-NAILED) L6d 16"O.C.ALONG EDGES q.ALL MATERIAL SHALL BE INSTALLED iN STRICT CONFORMANCE WITH MANUFACTURES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-16d PER 2x4,2x6,2x8 RESPECTIVELY FLOOD INSURANCE RATE MAP NO. 36103CO068H E REQUIREMENTS AND SPECIFICATIONS. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, ZONE AEI BASE FLOOD ELEVATIONS DETERMINED e jo 2.8 1o.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT OCCUPANCY. FLOOR FRAMING ZONE VE, COASTAL FLOOD WITH VELOCITY IHAZARD (WAVE ACTI❑N)J Ur1�ITy JOIST TOSiLL,TOP PLATE TOGIRDER(TOE-NAILED) 4-8d PERJOIST BASE FLOOD ELEVATIONS DETERMINED C Ik DEMOLITION BRIDGING TO JOIST(TOE-NAILED) z-8d EACH END L CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR.INDICATED ON DRAWINGS AND AS NECESSARY, BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 169 p AND REMOVE DEBRIS. d 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BLOCKING SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK a LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST v INSTALLATION OF NEW YORK. JOiST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PERJOIST G(/ 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BAND JOiST TO JOIST(END-NAILED) 3-16d PER JOIST wjR y r OTHERWISE NOTED. BAND JOiST TO SiLL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING a 24,4 • DEMOLITION AND CONSTRUCTION. CEILING SHEATHING 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND GYPSUM WALLBOARD 5d coolers 7"EDGE/Io"FIELD GAJ O TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF WALL SHEATHING EQUIPMENT AS NECESSARY. STRUCURAL PANEL SD (TABLE 3.q) a Q GENERAL CONSTRUCTION FIBERBOARD PANELS ' v 7/16" 6D 3"EDGE/6"FIELD 'T V• 0 M N V L.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 25/32" 8D 3"EDGE/6"FiELD A Z p COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWiNGS AS SPECIFIED HEREIN,OR GYPSUM WALLBOARD W 5d coolers 7"EDGE/1o"FIELD Q� a �a � d REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. HARDBOARD 8d (TABLE 3.9) `/ " v V Q z z.FASCIAS,SOFFITS AND EXTERIOR TRiM SHALL MATCH EXISTING. v INTERIOR TRiM SHALL MATCH EXISTING. PARTICALBOARD PANELS Sd (TABLE 3.q) A v Q 3' 4.FRAMING ELEMENTS: DIAGONAL BOARD SHEATHING A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.z 1"x6"OR 1"x8" z-Sd PER SUPPORT O d a n a LL OR BETTER. I"x1o"OR WIDER 3-8d PER SUPPORT \ , d v i8 JANUARY,x018 B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED, Q CUT AND DRILLED iN ACCORDANCE WiTH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. yr 24'3' 16 NOVEMBER,201] FLOOR SHEATHING C.ALL SHEATHING TO BE APA RATED,EXPOSURE I,THICKNESS AS INDICATED. STRUCURAL PANELS d a D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4"MiN,THICKNESS. 1"OR LESS 8d 6"EDGE/12"FIELD < v •. .. . • 16 AUGUST,2017 E.ALL HEADERS 6-o"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-o"AND OVER GREATER THAN I" Lod 6"EDGE/6"FIELD ►1y WiTH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"X8"OR.AS SHOWN ON DRAWING. DIAGONAL BOARD SHEATHING = d v F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR L"x6"OR 1°x8" 2-8d PER SUPPORT Dm a ;d 89 6 16 NOVEMBER,2016 AS NOTED @ 8'-o"O.C.MIN..PROVIDE z"SPACE FOR AiR CIRCULATION IN ROOF. L°x1o"OR WIDER 3-8d PER SUPPORT G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS, ETC.)OR AS NOTED ON DRAWINGS. t:1 . ji_ILY OI,201.:[ H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON v DRAWING. 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MAY 15,2012 CONNECTORS BY"SiMPSON"OR APPROVED EQUAL. r l J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE A5 A MiNiMUM.ALL 2"x6"STUDS SHALL RECEIVE 5Lod NAILS AT SILL AND PLATE.ALL EXTERIOR NAiLS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAiLS IT 4"O.C.EXTERIOR EDGES AND 6d NAiLS @12"O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. "DI ESI7 PLANS ARE AN INSFRUMENI'OF SERVICE L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE.AND.STUD WITH GALVANIZEDANI)ARE THE PROPERTY OF T[TE ARCI TITIEC.T. HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS, ERIC •3 Q INFRINGEMENTS WILL BE PROSECUTED PROVIDE HURRICANE CLiPS AT ALL PERIMETER JOISTS TO GiRDER CONNECTIONS. 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT A�kk J Q ®2018 AI,L RI(:1i ITS RESERVED AS REQUIRED. x Q IZ 6.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 3_8 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AT/&PA WCFM-1995.(SEE NAILINGLAJ SCHEDULE) > 0 2 8,FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE F.PDM(DR APPROVED RUBBERIZED FROM TABLE N11021.2(R402.1.2)INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT `Q^' p MEMBRANE. ,�//C� X 4_4 4) q.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. \ f 1o.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT aTM"� T=OiAMUR ac4Lr°e U-PACTM Bum �a>U V®-VArE vALL L"u a v a Af R ouK-VA. 0 12, Z@A: rvrsTlrATa oEA: R-VALIE R-VALUE R-VALIE 11-WILAE •DVIH VN.L 11-VALIC O V� I� ��'/' � Q`, � a �W STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 6 (L �pl�,k 3 CHIMNEY,AND ROOF AND WALLS. Robert I. Brown u.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 4 °35 °ss" o.a° 4o zo OR g+s R/g Iq +o/g 10,zf I' 10/13 z-1/216. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED J 8, ' ST S9'� STFpST00p Q/ 163- Architect, P.C. FIBROUS GLASS INSULATION.NAAMM STANDARD Si,1b-70. L 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. •8(/jI 6.8 O�/ /� •y ti `,, 13. NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE.,CONFORMING TO ASTM C36,AND SHALL BE"SHEETROCK J SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/z" 4� 8RI k RMF [' X4'6 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR 4,7 �� '70 ��l� ZO Bay Ave. Greenport NY /' l CORNERS SHALL HAVE METAL CORNER BEADS. 544j -6 x v�F Q) V in o�Q rlbrownarchitect.com FINISHES RIDGE TENSION SI RAP i'SPACING 21�� � �43477 9756� F, \ �' 6 1- 2 L CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN ALLOWS HOLDDOWN ^0 ti /r� l�/�R qR INSTALLA110 SETADHESIVE. ����N 4h I✓QO� D"� A�cF z.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR,APPROVED fes`:, - 6. 3 'O' �FC EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND CORNLR STUD O ,y CND WALL COR,NLC SLD TO k ` IT IS A VIOLATION OF THE I.AV�'FOR ANY PERSON, RECOMMENDATIONS. COLOR TO BE SELECTED. - - TRANSFER SHEAR ` 01 3.EXISTING INTERIOR WALLS AND CEILINGS iN ROOMS AFFECTED BY T'HE WORK `•. _ y Q � � - / •ti UNLESS ACTING UNDER THE DIRECTION OF A RIDGE R ` ..�. .,� (:1�6dCOMMON •L �' I,[(_'T^.1�'SI•:I.)ATZCHI"T'E;C"I', I O AI,I'I:,R ANY ITEM k,M ON '..� �NAILS@6'O C. SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHAILL BE SEALED AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE:AQUA PEARL "'' � -.. o j .hFtiOlyq Jr STFO� 163, THIS DRAWING IN ANY WAY. ANY AUTHORIZED LATEX PAINTED,COLOR TO BE SELECTED. ```^ 1 ^/ X / S rfISTHANA'r • .: o�ef�� << ''J x S 0 D q� ALTERA11ON MUST BE NOTED,SEALED,ANIS) 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO IUIST HarvcER. p (z)COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. WOOD BPAM PER wFCM SBC TABLE M f` � A fpS � L)ESC'R[BI:I�1 IN ACCORDANCE VJI'1�`H'I"HE IA1�V. J PROVIDING6EA BD COMMON NAILS CORNER RIDC,C W EACH END OF 1--/4"xo GAGE STRAPS HVAC FOR,xo MPH FAS'I'LS1 WIND SPLID L PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES CROSS SECTION END VIEW HOLDDOWN o Yh/ x 6_2 � S_7 NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LI VING SPACES OJ^ x X AS NEEDED ,/i-i-o' AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONAOLY IMPLIED AS x eDGe QF x� \S�ERFD q9C NECESSARY TO COMPLETE TO WORK. z.REMOVE ALL BASEBOARD HEATING UNITS 3.WITH EXISTING BOILER AND HOT WATER HEATER,PROVIDE 3 HEATING ZONES I✓N �� �IRT h (BEDROOM AREA,GREAT ROOM,BASEMENT)AND z COOLING ZONES(]BEDROOM BCKH X X 6`� i AREA,GREAT ROOM). �,. � ONE REEL, 6� J/ l✓, 5_7 4.PROVIDE DUCTWORK,AND CONTROLS AS NECESSARYTO COMPLETE THE WORK. ('., fJ/J� ~ t ................. f---_.......... ........._... ;c c.. "=v F ° G.° S 6_3 ZONE VLE s� 4 x - s PLUMBING �� `, � X O� O 4- x x COASTAL EROSION HAZARD I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS �F � � 4' l✓D�DeD Nq TUx 55_3 7_4 7 0 X 5A � PHOTO A N o.EROSION S H AND SPECIFICATIONS,OR RASONABLY IMPLIED AS NECESSARY TO COMPLETE THE ` WORK. !!! R C z. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW PROVIDLBx Sd COMMON rvaus'IN EACH FND OF,-da- q qR WiTH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE no GAGE STRAP FOR LATERAL/SHLARCONNECDON Eq X Z _ S CLIENT/OWNER M ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS i < AT RA WALL CONNECT ION(TABLE 3.3B)W CM-,995 1_7 PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 3i FOR-MPH FASTEST WIND SPLI:D. 5,3 X CONSERVATION. �� 7.0 LIZ v O 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY O R UNDER THE NI f N SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE `' 4'0 � 5' x 6_4 � •+M ISLE O F CEDARS PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF ;:..; -.. . . ...... .....� . X 4.THE COD. L O _ 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, +,I'A`� s 2�50 P OF BgNK X 5 3 (V PETER'S NECK ROAD CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND ) 4'0 FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. F1OOR } S!, IE �e OF BgNK x X v 6 �O ORIENT, NEW YO RK t :: / IICy SIN ELECTRICAL _ ,'Itr_ -.. _- F 4,0 x�L3 M 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES .-. <' NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL DI1/ NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LiMiTED TO: �"� jj {I/� R (j 4,0 (^ CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, "/ PROJECT TITLE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CC)NNECTiONS { q TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTiODJS AND N PROVIDE Sr Bd M COMON NAILS IN EACH END OF,-,/4. RL 70 DEVICES WITHIN THE SCOPE OFTHE WORK ASSHOWN ONTHE APPLPCABLE °cacl TRAPeRoorrowau,wALLTowALLa"D M9 ` ON j8 O ,4 RENOVATIONS WALL 10 FOUNDATION CONNECT IONS(TABLE 3.3B) O DRAWINGS AND AND SPCIFiCATIONS AND AS NORMALLY SPECIFIED INTHIS TYPE OF FOR..MPH FASrLS'I'WIND SPI I D. 1 c PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED / a 0, Ij TRANSFORMERS AND ELECTRICAL DISTRIBUTION SYSTEMS. 18ij V 6 p .3 z.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE zoro EILECTRICAL Ir _ T .709 _ 1 q � 4 ,1,8 CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 _ 2 (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT - - _ _.......__.........� ..... IOf3 �� �� _ __ I TE P LAN /1d __ �S (OSHA),THE NATIONAL ELECTRICAL.MANUFACTURERS'ASSOCIATION(NEMA)AND :<_ :::•.:��::__: AM - • 63! ANY OTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT ' 9 ' 0'1 I_S f✓ ooR REQUIREMENTS WiLL APPLY. OIST "ffi ►I/ 1_5 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UND ERWRITF.RS mm m - _ SCALE:1/4"=1'-O" LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. EXISTING EXCEPT AS NOTED 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE :4•' o N 87° 07' 12 W SITE PLAN SUPERVISION OFA PROPERLY LICENSED MASTER ELECTRICIAN. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMIiTS,LICENSES �, GENERAL NOTES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, � � /'' �,_•,. „f BASED ON SURVEY BY Q, A -0,4 2y � 3 7 .3 6 AND ANY OTHER APPLICABLE JURISDICTION. "' "'" V� 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WiTH APPLiCA1BLE CODES NATHAN TAFT CORWIN III, LAND SURVEYOR ��w� (ti(�� .._ _ SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL • ' 'J UPLIFT CONNECTIONS D SWITCH, LiNE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED �l ALARMS ARE NOT ACCEPTABLE,ALARMS SHALL BE INSTALLED ON EACH LEVEL,ON DATE APRIL 30, Zoog REV MARCH 1, 2012 ISSUE SCALEWHICH SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WiTH THE ELECTRICAL CODE or NEW CONNECTIONS DETAIL YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA p FEB 2 2 2018 oaFEBRUARY,2018 NOTED NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SCTM NO lOOO-3Z-Ol-OSAPIk SEPARATE SLEEPING AREA,iN EACH SPLEEPING AREA,AND ON EACH FILOOR LEVEL. DRAWINGNO. AREA: 63,332 SF, 1.454A• TOWN OF SOUTHOLD � Sed SNO� ISSUES j REVISIONS REMOVE EXISTING WINDOW NOTE: PATCH AS NECESSARY TW2846 WINDOW CLEAR OPENING=5.03 SF,FOR FIRST ... ._ ..._....._............._.._..._........�......"_._..tl..._ NEW ANDERSEN NEW ANDERSEN FLOOR EGRESS TW 2846 TW 2846 NEW HOSE BIBB Sj....k,• 0 1 .._....�..._......._ _�_ - .. € RECESSED MEDICINE A � CABINET r� PROPOSED BATHROOM 54 SF tai. i REMOVE EXISTING WINDOW PATCH AS NECESSARY EXISTING DOOR EXISTING BEDROOM LJ B � u� FRAME OPENING M FOR NEW WINDOW i IN EXISTING WALL NEW ANDERSEN � pPROPOSED MECH ROOM E NEW HOSE BIBB TW 2846 5--() E„ (µtc� .... € _- _ 1; ',. - " ' 33 SF NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN i NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN �- TW 28 z 3 TW 2846 TW 2846 TW 2846 TW 2846 TW 2846 � \` 1///7777 30" ) i I REUSE EXISTING NEW 3o68 AC CONDENSER -----J 36"REFR WALL 1 2868 00 OVEN —- - - - - - - - °m NEW ANDERSEN i BUILT-IN ��'..2 C21' _ TW 28 6 - DOOR AND HALL SEEKITCHEN PLANS ..........................._..._._....—,._. ....._.........".....�._...... ...._..__....W...._...�........ ....W........_� .. ...."..._ ._".. ,,ww :,� MODIFIED KITCHEN REUSE EXISTING NEW ANDERSEN 2668 r,.; ,. 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ELEVATIONS z r7,1177-111.717 V.I.F. i co 14 0 ` IF REMOVE EXISTING WALL 32 'SINK PROVIDE HEADER z ?; r ii_” ;,'z" ..6° s NEW ANDERSEN TW 2846 _ }.� ' �. ;F .".".. ------- � ... _ ..... - ..". __.._ __...._ IN RELOCATED OPENING Robert 1. Brown - _i Architect P.C. I .3:'.# ? I (z)2x8 HEADER TO BE ___ "" ) `"��`w" --" ," ' `` V FLUSH WITH CEILING NEW ANDERSEN TW 2446 REMOVE EXISTING WINDOWS I IN EXISTING OPENING Cc ! REFRAME FOR REPLACEMENT _ NEW HOSE BIBB (3)ANDERSEN TW 2832 - - - - - - - - - - NEW FWG 6o611R REFRAME IF NECESSARY r' 20 Bad Ave. Greenport NY NEW FWH3168AL� NEW FWH 2968AR lnf"o@ribrownarchitect.com EXISTING MASTER BEDROOM r.� _ 'a - _,,,; -— E WALL 631-477-9752 ' IT IS A VIOLATION OF TIME LAW FOR ANY PERSON, EXISTING DEN ; , NEW ANDERSEN FWG 6o6iiLn UNLESS ACTING UNDER TIME DIRECTION OF A IN EXISTING OPENNINGING LICENSED ARCT I ITECT,TO AL'T'ER ANY ITEM ON REMOVE EXISTING WINDOWS REMOVE EXISTING WINDOWS TIIIS DRAWING IN ANY tVAY. ANS'AUTHORIZED REFRAME FOR REPLACEMENT REFRAME FOR REPLACEMENT ALTERATION >ti•I ;I'E,RAON US'i'BIS:NOTED,SEALED,AND (2)ANDERSEN TW 210410 (z)ANDERSEN TW 210410 NEW ANDERSEN TW 2846 DESCRIBED IN ACCORDANCE WITHTHE LAW. IN RELOCATED OPENING 3 NEW HOSE BIBB ` �, 5 �FtT�f�g y�T� �-��" O/22 p � � , REMOVE EXISTING DOOR AND WINDOWS �.....__.._....... _._._._...__.._._........_.�,:......._._.__._.._,..,..._.... REFRAME FOR REPLACMENT ' (6)ANDERSEN TW 210410 £' r REMOVE EXISTING WINDOW f �c0 N REFRAME FOR REPLACEMENT ti (3)ANDERSEN TW 2846 CLIENT/OWNER ISLE OF CEDARS PETER'S NECK ROAD ORIENT, NEW YORK A6 PROJECT TITLE -FLOOR PLAT 1 RENOVATIONS SCALE:1/4"=l'-0" A3 EXISTING EXCEPT AS NOTED FIRST FLOOR PLAN ISSUE SCALE 02 FEBRUARY,2o18 1/4"=i-o" DRAIA NG NO. ISSUES/REVISIONS NEW ANDERSEN NEW ANDERSEN TW 2832 TW 2832 (z)ANDERSEN TW 210410 NEW FWH3168AL 18 JANUARY,2o18 16 NOVEMBER,2017 WEST ELEVATION 1 16 AUGUST,2017 SCALE:1/4"=I'-O" Al 16 NOVEMBER,2o16 EXISTING EXCEPT AS NOTED JULY 01,2014 MAY 15,2012 TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OFTHE ARCHITECT. INFRINGEMENT'S WILL BE PROSEC'UT'ED C z018 ALI.,RIG HTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@rI!brownarchitect.com 631-477-9752 ITIS A.VIOLATION OF THE I.At•V FOR ANY PERSON, UNLESS ACTING UNDERTHE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON TEAS DRAWING IN ANY WAY. ANY AUTIIORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITII TI IF LAW. € _ _ _ _... _..._ ...._... _...... __._..._._______.. _......._.. _._ .. ...._. _..._.. ._ .... _ _. 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TW 2846 TW 2846 TW 2846 TW 2846 TW 2846 0 TW 2846 TW 2846 _ PROIEC"I".I rrt.,F RENOVATIONS ELEVATIONS NORTH ELEVATION/-1 SCALE:1/4"="-O" Al ISSUE SCALE EXISTING EXCEPT AS NOTED o2 FEBRUARY,2o18 1/4"="-O" DRAWING NO. pok ISSUES J REVISIONS REMOVE EXISTING WINDOW NEW ANDERSEN NEW ANDERSEN (2)ANDERSEN TW 2846 _...-.._....._.._..___,�.z84�_.._ ................. .. TW 2846 _...�...�...._.._.._....___...-.-....._...._.�.._.........._..._._.....__._..._....._......_..._.._.... 18 JANUARY,2oi8 16 NOVEMBER,2017 EAST ELEVATION 16 AUGUST,201 1 16 NOVEMBER,2016 SCALE:1/4"=l'-0" Al JULY 01,2014 EXISTING EXCEPT AS NOTED MAY 15,2012 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE'I HE PROI FKFY OF'I HE A.RCHITECT. INFRINGEMENTS WILL L BE,PROSECUTED ()201I: AL,L,RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT TS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER TIME DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON TI IIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MI UST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FREDAgC 13 +zl A 2 NEW FWG 6o6uR P " _.._........__...�...._......�......._.....�..... it -�W''��",�» + 16341 _._....._._ ..__�...... ....._.. LEE[— r N Ew�O .............l 1 11 1 1 1 1 1 NEW ANDERSEN (3)ANDERSEN TW 2832Ll L�:::7111 OIL I I' TW 2446 _- (6)ANDERSEN TW 210410 (3)ANDERSEN TW 284_..� .... ._.__6) . � _ __._. . __. � ...._ � _._ � 6 ISLE OF CEDARS __ _.. __.._.......__......._ __ _..... ._. ..__ _ ...... .._.._ _ __ _._. _ .. _ __._.. _ ....._ ._.. ...... PETER'S NECK ROAD ORIENT, NEW YORK PROJECT TITLE RENOVATIONS SOUTH ELEVATION 1 ELEVATIONS SCALE:1/4"=I'-O" Al EXISTING EXCEPT AS NOTED ISSUE SCALE 02 FEBRUARY,2o18 1/4"=l'-O" DRAWING NO. AM ISSUES REVISIONS ...................................... ............. ................. GFI GF]EXTERIOR R VENT ............... ELECTRICAL LEGEND $ LIGHT SWITCH ............................................................................. R33 THREE WAY DIMMER /�R JAM SWITCH z z OUTLET: GFI=GROUND FAULT INTERUPT 2�O=220 VOLT 4=QUAD OUTLET }....................... FIXTURE: S=SURFACSEE MOUNT PROVIDED BY OWNER ................. R=RECESD PROVIDED BY CONTRACTOR lO WALL SCONCE HOSE PHONE BIBB tg TV CABLE (&-NETWORK CABLE sSPEAKERS ..... ............ ................... .......... r ..... .......... ....... .................................... .......... .......... .............. �D- ....................... ...................................... ALARM KEYPAD ... . .......... ............................. .......... .......................................... .......... AC CONDENSER CATV j ©SWITCH '(D--GFI qp qp qp $$ qp q? THERMOSTAT 3 WALL REFR VENT DULPEX DIMMER IBM m ................. 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T, IZ Rqp TO ALL �ol T.i DIMMJE 3 :................LIGHTS > R A z / Iz- R R R -69-DIMMER D/W 34 G I . ..... -0+3 Eg�i&R 42"H $ GFI -69-3,, Q=GFI ........................".m......: i j DIMMER ............. R ..................--- ..... . ........ ....................................................... . .....-- .............. .......... <-- UNDE�,,-," qp Z5/qp Robert I. Brown �-'CXTERIOIZ Architect, P.C. 205 Bay Ave. Greenport NY 3'A R info@ribrownarchitect.com Oi (�R FISHEYE FISHEYE ASH 4-GPr 631-477-9752 t I ? \� // \\\ I I i I IT IS A VIOLATION OF TME LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LIC.E.NSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANYAUTHORIZED R R ALTERATIONNIUSTBE NOTED,SEALED,AND IC- Z1 , R DESCRIBED IN ACCORDANCE WITHTHE LAW. z z z 64 IN, db -,�F-D ARC L ...................... ............. .......... .......... ............ C ........... .................. qp EXTERIOR 3G1 OQ� NET ........... ........... ............. ............................... ............ .................................. ........... .......................... ....... ......................................... ..................................-............... .................................................................................................. ........... CLIENT OWNER ............... ISLE OF CEDARS PETER'S NECK ROAD ORIENT, NEW YORK PROJECT TITLE C A FIRST FLOOR ELECTRICAL PLAN RENOVATIONS SCALE:1/4"="-O" A3 EXISTING EXISTING EXCEPT AS NOTED GROUND FLOOR ELECTRICAL PLANS ISSUE SCALE 02 FEBRUARY,=8 1/4"="-O" DRAWING N". FL=