Loading...
HomeMy WebLinkAbout52825-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52825 Date: 04/01/2025 Permission is hereby granted to: Seibel JR Rear Trt 431A Fifth St Brooklyn, NY 11215 To. construct interior alterations and to legalize an "as built" portion of finished basement area to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 8045 N Bayview Rd, Southold, NY 11971 SCTM# 79.-4-66 Pursuant to application dated 12/01/2025 and approved by the Building Inspector. To expire on 03/31/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $365.50 As guilt Alteration $468.00 CO-RESIDENTIAL $100.00 Total $934.50 Building Inspector �OL� TOWN OFC�UTHOLD BUILDING DEPARTMENT' �17 a Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY" 11.971-0959 �op :9w'r Telephone (631) 765-1802 Fax (631) 765-9502 t s: .sout , dtopI Date Received PPL CAT1CJN FOR BUILDING PERM TA R ¢m, � h x x ry VI I Office Use Only f PERIVIT NO. Building Inspector,.,, ..: ................. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the yawner,an m owner's Authorization form(Page„+e 1)shall be completed, Date: OWNER(S)OF PROPERTY. Name: S-,.e e SCTM# 1000- f Project Address: 4) A/ er, Phone#: +�-, "� -� C Email: ' 1� Cr�4jL Mailing Address:° O g" 1 CONTACT PERSON: Name 10 ng Address Mailing . o Phone#' ,� "" '``T� Email: ` DESIGN pROFESS►IONAL INFORMATION: Name: ................ Mailing Address. /k/C -----................. 1 Phone#. [ 77 et o7 ��� Email. �►�,. .. lee, e,"!$ CONTRALTO INFORMATION: Nam Mailing Address Email # Phone " ' ,h 14 DESCRIPTION OF PROPOSED CONSTRUCTION w Structure ❑Addition 2�kfteration ❑Re air ❑Demolition❑Nep Estimated Cast of Project: Clother $ �� Will the lot be re-graded? ❑Yes V No. Will excess fill be removed from premises? ❑Yes No 1 WIN PROPERTY INFORMATION Existing use of property: Intended use of property,,, V A Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes K& IF YES, PROVIDE A COPY, ! Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by pter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,-Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted BV(print name): IVAUthorized Agent D Owne r Signature of Applican Date: ,� (��-- STATE OF NEWYORK) CO U NTY 0 F being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, Nhe is the (Contrac, r, Agent rporate Officer, etc.) m have performed the said work and to make and file this of said owner or owners, and is duly authorizedt, 4 M 01 or app lication.that all statements contained in this application are true to the best of his/her knowledge and belief; and 1P that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 5-} ' ��" 202,-5 dayof , ol,pry Public `A*0Z'f'EY L DVNER PROPERTY OWNER,AUTHORIZATION NOTARY PUPLIC,STA175 OF NEW YOR NO,01 OW63M9oo I (Where the applicant is not the owner) r ,1.UMED, IN S,137FOLK COIJ gy to Et-NTREG JUNE 300 2, 4� residing at to apply on do hereby authorize my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 .I I............ ........... ..................I ........... ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES _(/✓�� I.THI5 PROJECT 15 INTERIORRENOVATION5 TO AN EXISTING TWO STORY SINGLE FAMILY RESIDENCE. 2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE CLIMATIC AND GEOGRAPHIC CRITERIA 2020 15 27-28".THE HEIGHT WILL REMAIN THE SAME. 3.THE TYPE OF CON15TRUCTION 15 TYPE V(B). GROUND SNOW LOAD 20 P51' (PER FIG. 1608.2 BCNY5 2020 � 4.ALL WORK 5ALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.30)BCNY5 2020 STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AT E PA WOOD FRAME SEISMIC DESIGN CATAGORY B (PER SECT. 1613 13CNY5 2020 WINTER DESIGN TEMP I I"F (PER TABLE N 1101.2) PROJECT D E5 C RI PT I O N CONSTRUCTION MAMIUAL 2015 HIGH WIND EDITION. FLOOD ZONE N/A (PER FEMA MAP) 5.DESIGN LOAD CALLCULATION ARE BASED ON: FP05T LINE DEPTH 36" LIVE LOAD:AS PER TAABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. WEATHERING PROBABILITY SEVERE (PER 5CNY5 2020 Overview DEAD LOAD:CALCULATED As PER R30I.3 As PERBCNYS 2020. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) SNOW LOAD:20 P511 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. PER TABLE 1 G07.1 BCNY5 2020 WIND E(P05UPE CATfEGORY"C",FOR 130 MPH 3 SECOND GUST. ROOMS OTHER THAN SLEEPING 40 PSI SLEEPING H LIMITED 30P51 Thls PROJECT Is Interior renovations to an exlsting 2-5tory single family House. The scope of work LOCATION LIVE DEAD DELECT LIMIT ATTICS WITH LIMITED STORAGE 20 PSI 1 ST.FL. 40 LB. 1 2 U360 ATTICS WITHOUT STORAGE 10 P51 ATTIC(NON TORAGQ EP AIREAN) 20 B. 10 U3r_0 STAIRS 40 PSI Includes a renovation of a second story bathroom and expanslon of the existing flnlshed basement within ROOF 20 LB. 15 L/360 G.THE ARCHITECT At55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS.METHODS, NAILING SCHEDULE the existing foundation. TECHNIQUES,5EQUEENCE5,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN (PER AF 6 PA AMERICAN WOOD COUNCIL WFCM FOR CONNECTION WITH ITHE WORK. ONE AND TWO FAMILY DWELLINGS 2015 55C HIGH WIND EDITION) THERE ARE NO WARRZANTIE5,NOR ANY MEP.CHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPKE55ED JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING OR IMPLIED IN THE U15E OF THESE PLANS. ROOF FRAMING 7.CONTRACTOR TO'VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE DRAWINGS.FOLLOW'DIMENSIONS ONLY. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER 8.CONTRACTOR(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO RIDGE STRAP(EACH END) 2 PER TIE COMPLETE THE WORK. BLOCKING TO RAFTER(FOE-NAILED) 2-8d EACH END 9.ALL MATERIAL SHIAUL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END AND 5PECIFICATION5. WALL FRAMING 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT OCCUPANCY. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES DEMOLITION TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I GcIA-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY 1. CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR AS INDICATED ON DRAWINGS AND AS BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, NECESSARY,AND REMOVE ALL DEBRIS. END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 2. CONTRACTOR SMALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF FLOOR FRAM I NG INSTALLATION OF NE)W WORK,AS NECESSARY. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 3. ALL NEW WORK 5HALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS P055113L.E UNLESS BRIDGING TO J015T(TOF-NAILED) 2-8d EACH END OTHERWISE NOTED. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NFCF55APY DURING BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK DEMOLITION AND CCIN5TRUCTION. LEDGE STRIP TO BEAM(PACE-NAILED) 3-1 Gd EACH JOIST 5. CONTRACTOR SMALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOINT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T AS NECESSARY. BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT FOUNDATIONS ROOF SHEATHING 1.ASSUMED SOIL BffARING CAPACITY, 1,500 Ib./5q.Ft. 5TRUCURAL PANELS 861 (TABLE 3.8) LOT G5 LAND N/F 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 p5r.-28 DAY TEST. DIAGONAL BOARD SHEATHING 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. I"xG"OR I N8' 2-8d PER SUPPORT OF GENERAL CONSTRUCTION x R WIDER 3-8d PER SUPPORT HARBOR LIGHTS PROPERTY I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO CEILING SHEATHING , OWNERS ASSOCIATION INC. COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10"FIELD PIPE �+ �2058�1 0°f 135.00 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. \ 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. WALL SHEATHING \ \ \ \ 3.INTERIOR TRIM SMALL MATCH EXISTING. STRUCURAL PANEL 861 (TABLE 3.9) \ \ \ \ \ \ \\ 4.FRAMING ELEMENTS: FIBERBOARD PANELS `\ �\ `\ `\ PR(\3COSED SILT FEN�E \` 8 A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 7/1 G" 8d 3"EDGE/0FIELD `� `\ `\ DURI G CONSTRUCTION O `\ OR BETTER. 25l32" 8d "EDGE/6`FIELD ` `\ ` ` `\ \ \ \ B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD \\\ `\ AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENT5 AND SPECIFICATIONS. HARDBOARD 811 (TABLE 3.9) \ \ \ \ \ \ C.ALL 5HEATHIING TO BE APA RATED,EXPOSURE 1.THICKNESS AS INDICATED. PARTICALBOARD PANELS 861 (TABLE 3.9) ` `� `\ 12 D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. DIAGONAL BOARD SHEATHING E.ALL HEADER5 G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER I"x6'OR I*xb" 2-8d PER SUPPORT `\ \\ `\ `\ \♦ `\ f/ WITH TRIPLE UPRIGHTfS.ALL HEADERS SHALL BE A MIN.OF(2)2N8'OR.AS SHOWN ON DRAWING. IN 10"OR WIDER 3-8d PER SUPPORT \ `\ \ 14 \ `♦ \ O S�S F.SOLID 13LOCCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 OR AS NOTED @ 8'-(D"O.C.MIN.-PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. FLOOR SHEATHING \`\\ \`\ \\\\ `\` `\`\ \ \\\ \`\\ \0 �ti G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. 5TRUCURAL PANELS p H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I"OR LE55 8d 6"EDGE/ 12`FIELD ` \\ \\ 16 DRAWING. ` \ GREATER THAN I" ` LOT �4 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL DIAGONAL BOARD SHEATHING I od GTDGE/G"FIELD \\ \\ \ \\ \ CONNECTORS BY"511MP50N"OR APPROVED EQUAL. I NG"OR I"x8" 2-8d PER SUPPORT (Q `\ \ 18 J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. IN 10"OR WIDER 3-8d PER SUPPORT ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. 5EE ATTTACHED NAILING SCHEDULE. \ 20 K.PLYWOOD 5MEATHING TO BE NAILED 8d NAIL5 @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @ 12' O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L.ALL INTERIORZ AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE " 'AL^`' "'� 22 TYP;CONNECTORS 15Y'SIMPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT-ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. cceoeP STUD �\ ` `\ C 5.ALL NEW WINDOW`5 TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS -L cc=mE.TD TO \��` REQUIRED. TeWj5=F 5n=1P \ PROPOSED bECK G.LOAD PATHS ARE I INDICATED BY SECTION DRAWINGS. t (2) sd rOV+cr, LOT G3 `\ \ EXTENTION 7.CONNECTIONS 5H1ALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING SCHEDULE) 8.FLASHING AT ALL VWINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED THESE PLANS ARE AN INSTRUMENT OF AS MEMBRANE. SERVICE AND ARE THE PROPERTY OF THE 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. ° 1 \ \ \ \ \ 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 1 `� 1 EXISTING DECK ARCHITECT.INFRINGEMENTS WILL STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CORNER �� �� >; `, �, \� \ `\ \, BE PROSECUTED CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHAWL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE Ens•iOr,sFnP hOLDDOWN 1 aoi5 ALL RIGHTS RESERVED 2-I/2 It,. DENSITY FIBBER-GLASS BATTS COPIFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS / 1 ` ` \ GLA55 INSULATION.WAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER I 2 CAR INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. / / I I GARAGE IT IS A VIOLATION OPTFIE LAW FOR ANY PERSON, 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. DGE SLAB 22.3/ DGE / ( 1 u 10 J f 1 \ -7 \ 13. NEW HARDWARE SHALL MATCH EXISTING. I 1 1 / \ UNLESS ACTING UNDER THE DIRECTION OFA 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFOP.MING TO A5TM C36,AND SHALL BE I 1 I ` \ \ LICENSED ARCHITECT,TO ALTER ANY ITEM ON '5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE � I 1 1 EXISTING 2 STORY FRAM HOUSE WITH/ �` ` ` 1/2' PEDs=4T .9'E I I 1 ATTACHED i STORY GA GE THIS DRAWING IN ANY WAY.ANY AUTHORIZED 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR "r,.r.;F. 1 j -\ n \\ `\ \\\ ALTERATION MUST BE NOTED,SEALED,AND CORNERS SHALL HAVE METAL CORNER BEADS. P- B-CM 5bc TABLE 2 a FRM• L I \ \ \ DESCRIBED IN ACCORDANCE WITH THE LAW. FINISHES neA_ Er.90F - /n'2csAGF TP„PE. 1 j ) _ \ f`"12.1N-1f.17F_Tv:':D5PE=D _ 1. NEW WOOD FLOOPRS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. RIDGE CROSS SECTION END VIEW �, 12 (yJ Robert 1. Brown 1.5E 1 1 / - FFE 23.4 1 1 ' i \ \ \ ` 2. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET I I / CELLAR 14.G 9 \ \ \ ADHESIVE. I. E Architect P.C. 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL I r 1 `\ \\\ �\\\ BE CLEANED AND REFPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND O 1 I 1 \ PAINTED.PAINTING 51,HALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX Z 1 2 \\\ \\ 2O5 Bay Ave. Greenport NY PAINTED,COLOR TO IBE SELECTED. W (:: a':.''•,: 1 \ N 1 ..;:.. :: .: ..'. :. - I I \ in o@ribrownarchitect.com 4. INTERIOR TRIM SMALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) :q \ COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. Ld I I 1 `` 631 477 9752 1•I. .::-NLARGE-XISTING`DR. EN/AY. REMOVEIT HVAC ►-1 1 1 E3XI�TING A5PHALT'A REPLACE WITH 1.PROVIDE ALL LABOR.MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES ) G I ` (�.y 0 1 1 •I. :'`PERMEAE3LE°G VEC A I N EDGES OF NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES h p 1 I =1- AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL A 1 1 :jf_- ' DfZ1'.EW .WITti;�IDES OF GARAGE DOOR 1 `\ / CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE To WORK. - W I :.� :'.:r' Q : `\ \14 Z j I {I '=..• '. '. I LINE OF EXISTING I L \\ 16 DRIVEWAY PLUMBING 1 ti: I \\ rr ; .,�",fiy,3 1.PROVIDE ALL IABO)R.MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES r NECESSARY TO COMIPIETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS i 22 18 ¢ 20 ,. AND SPECIFICATIONSi AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR ePOv�E s:eu mn+.„,n NA Ls r;=A�,i E,,D OF i-i;a•. 1 r V P.EA50NA13LY IMPLIED)AS NECESSARY TO COMPLETE THE WORK. 20 CnG=_IPA FOR LATEP1,/s BAP cer TI.�IIEC �y L 1 1 r '. W : 2.CONFORM TO THE:NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH AT PAFTEP: -L COW.E;'T^4(TAaLF zP,ck f CM \ 1 1 REGARDS TO WATER:SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE `3 EeP r zo +Pn F<sTFST wane sPEEo ►� `\ 1 °' \ APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY FC THE NEW YORK 1 I \ Oti") \f J 3„ALLWORK NTATEE THE DEPARTMENT UMBING SYSTEM 5 ALL BE PAL ERFORMED PERFORMED BYTION. 135.00' 1 OR UNDER THE N 4'N SUPERVISION OF A PPROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PLUMBER SHALL PROVVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. REBAR o 135.00' 4.THE CONTRACTOR:SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, N !ry 3 05 2O II .:`.�,'..,!+�;,;':- I I `v �•'' CERTIFICATIONS,UCEEN5E5 AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIE°5,AND ANY OTHER APPLICABLE JURISDICTION. `EDGE OF PAVEMENT - �} 1` CLIENT/OWNER FLOOR 1..-..-..-..-..-.._---..-.._..-..-..-..- - - \l, ELECTRICAL �orsT -..-..-.--"--..-..-..-. .-..-..-.._..-..-..-..-.. 1.FURNISH ALL LABOPR WATER MAIN.MATERIALS,EQUIPMENT.PLANT,TOOLS,AND SERVICES =f CL 22.2 NORTH BAYVIEW ROAD SE I B E L NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL Si AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: cL 2 I .5 8045 N BAYVIEW ROAD CONNECTIONSS TO TO PRREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, CL 19.5 a� SERVICES,FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO r.,..`" APPLIANCES, GROUNJDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES PRO1,I[-E.ed coa•!'Dr,1JA-L5 iN=Ac"FNn OF I ,.: . BASED ON SURVEY BY: SOUTHOLD, NY 11971 WITHIN THE SCOPE OPF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND 2-,GAU_ F'�,. :a r rO WALL.i+._ To LxL A•:D KENNETH M. WOCHUK LAND SURVEYING AND 5PCIFICATION5/AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND OR F -D r.,P"MFO 1AT1S`u m^ir.r Tens�aRLe s se I < oa PA,-="`'"' DATED: APRI L 18, 2017 INCLUDING CONNECTIdONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 3 I ELECTRICAL DISTRIBIUTION SYSTEMS. I o' SCTM: I 000-79-4-GG PROJECT TITLE 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE 1 "' SITE PLAN AREA: 22,893.4 SF = 0.52 A. of NEW YORK STATE,1THE NATIONAL ELECTRICAL CODE,Nf`PA NO,70-2017(NEC), ET I ZONE: R-40 INTERIOR LOCAL UTILITY 5TANDIARD5,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICALL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER RENOVATIONS APPLICABLE CODES. i IN THE EVENT OF CONFLICT,THE MORE STRINGENT _ EXISTING EXCEPT AS NOTED NOTE: ELEVATIONS HEREON REFER TO NAVD 1988 REQUIREMENTS WILL/APPLY. FLOOR 3.ALL PRODUCTS U56ED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS J0I5T - LABORATORIES,INC.ILABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. F ORO 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE 5UPEPV1510N OF A PFROPEKLY LICENSED MASTER ELECTRICIAN. DRAWING TITLE 5.THE CONTRACTOR:SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS A55 REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, SITE AND ANY OTHER APPLLICA13LE JURISDICTION. SITE PLAN N G.CARBON MONOXID)E DETECTORS IN CONFORMANCE WITH APPLICABLE CODES SHALL BE CONNECTECD TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-(CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED AIARM5 GENERAL NOTES ARE NOT ACCEPTABIFE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS TARE LOCATED. o 7.SMOKE DETECTOR`S IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW UPLIFT CONNECTIONS YORK STATE,THE NFP'A NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE Er.ACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. C O N N E C T 1 0 N S D E T A I L DATE SCALE 30 202rj 1,-20 DRAWING NO. \ \ \ ISSUES/REVISIONS \ ' � Ci ' \ \ \ I I I \ \ r-------------1 L---------\------I---------------------------------- �---� \ I I , I � \ ' I -----------\ I EXI5TING CONTOUR LIN 5 I TO BE UNCHANGED I EXISTING FINISHED BASEMENT I I \ CELLAR EL. I4.6 \ I j2" RIGID INSULATION BOARD. 2"x 3" THESE PLANS ARE AN INSTRUMENT OF RAMING WITH 2" GYP. BD. TAPE AND 2" RIGID INSULATION BOARD. 2"x 3" \ I SERVICE AND ARE THE PROPERTY OF THE PACKLE 3 COATS. FRAMING WITH z GYP. BD. TAPE AND I \ ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED SPACKLE 3 COATS. i \ 2025 ALL RIGHTS RESERVED PROVIDE NEW 2'G"X 08" \ DOOR WITH PRIVACY LOCK. �\ \ 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, \ ` UNLESS ACTING UNDER THE DIRECTION OF A REMOVE CLOSET AS SHOWN. PROVIDE MARBLE TRANSITIO _—_——— \ LICENSED ARCHITECT,TO ALTER ANY ITEM ON REPAIR FLOOR AND CEILING AS SADDLE THIS DRAWING IN ANY WAY.ANY AUTHORIZED NECESSARY �� �� �� �� \ ALTERATION MUST BE DESCRIBEDNOTED, N ACCORDANCE WITH A THE LAW. 1 i 2"X 3" FRAME / BUILD OUT FRAME PARTITION TO\ PARTITION \ ENCLOSE EXISTING PIPING 1 - \ PLUMBING FIXTURES TO BE \ Robert I. Brown PROVIDE HANDRAIL PROVI�� CLOSET AND PROVIDE 5 FIXE 6 \ SELECTED BY OWNERS Architect P.C. TO CODE PARTTION UNDER PAINTED WO D _ \ \ 7 STAIR SHELVES � �• \� PROVIDE TILE FLOORING AND TRIM 1T1�0@ribrownar hrtect com I Ave. Greenport NY ____-� _____ _________ _ N ( ELECTEDBYOWNERS) \ R Pu CE EXI TI G \ PROVIDIEW CERAMIC TILE 631-477-9752 P S AIF 5 WITI­ NEU F715HED SHOWERWA (f0 7' H.)AND S AI S, A TR A SHOWER FLOG TILE TO BEP IN ED IS RS DI \ SELECTED BYO R. RELOCATE R-10 APPROX. TC H E X15- IN . \ SHOWER HEAD AS 5110WN. / � EXISTING BASEMENT EXISTING DECK �✓�'�-�►•�,C�� FRAME PARTITION TO RUN N PROVIDE CEMENT BOARD�N , REPAIR RE OVE / PROVIDE "x 4" F E - WALLS INSIDE SHOWER �• ��ICI' \,C� \ / ALONG UNDERSIDE OF _ FOUNDATION EXIS I�WA L EXPOSED STRINGER PARTITION AS SHO N0 LEAK IN THIS AND DOOR I N PROVIDE EJECTOR PUMP IN AREA BURY EXIS ING STEEL CLOSET. CHOP SLAB AND DIG \ . EXISTING GIRDER TO BE COLUMN INSIDE NEW FRAME CLAD IN I"AZEK. PARTITION 2'-10 I/2" HOLE AS NECESSARY PROVIDE NEW 0-0""X FINISH EXI5TING \ \ 10" DIA. SONOTUBE PROVIDE FLOORING AND GYP BD 08" DOOR PAIR OF BASEMENT IN THI5 m CEILING INT THIS AREA TO MATCH ITAP OFF EXITING IFOLD DOORS. AREA \FURROUT EXISTING CONCRETE WALL EXISTING FINISHED BASEMENT WITH 2"x 3" FRAMING WITH 7"'GYP. BD. DUCTWORK ABOVE TO \ 30"x30"x 1 2" POURED TAPE AND SPACKLE 3 COATS. PROVIDE PROVIDE HE IN A - STORAGE CLOSET CONCRETE FOOTING 2" RIGID INSULATION BOARD (R-10). NEW 3'-0"x G'- OOR WITH MINIMUM 3'-0" BELOW GRADE CLIENT/OWNER PASSAGE HARD E ON UNDISTURBED SOIL DECK SECTION SEIBEL BASEMENTPLAN PROVIDE 2"X 4" FRAME WALL WITH PROVIDE 3'-0"x 0-8" DOOR 8045 N BAYVIEW ROAD ' GYP BD ON FINISHED BASEMENT I t ITH PASSAGE HARDWARE SCALE: I/4" = I'-O" SOUTHOLD NY 11EXISTING EXCEPT A5 NOTED SIDE ONLY. PROVIDE 3-1/2" BATT EXISTING EXCEPT AS NOTED 971 INSULATION. PROJECT TITLE OIL TANK EXI5TING UNFINISHED FURNACE WATER ELECTRIC DECK ADDITION AND BASEMENT TO REMAIN MAIN PANEL RENOVATIONS DRAWING TITLE BASEMENT PLAN DATE SCALE FEB.18,2026 1/4"=i-o" DRAWING NO. ISSUES/REVISIONS EXISTING STAIR EXISTING DECK DECK EL 22.9 EXISTING OUTDOOR SHOWER 13 I I I EXISTING KITCHEN EXISTING FFL EL 23.4 I EXISTING I DINING ROOM I I THESE PLANS ARE AN INSTRUMENT OF I SERVICE AND ARE THE PROPERTY OF THE I ARCHITECT.INFRINGEMENTS WILL I BE PROSECUTED EXISTING GARAGE I 2025 ALL RIGHTS RESERVED I --————————— IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. O a0 Bay Ave. Greenport NY 0 info@ribrownarchitect.com 631-477-9752 n �t # EXISTING LIVING ROOM FIRST FLOOR PLAN / NO WORK ON THIS FLOOR CLIENT OWNER SEIBEL 8045 N BAYVIEW ROAD SOUTHOLD, NY 11971 PROJECT TITLE DECK ADDITION AND RENOVATIONS DRAWING TITLE FIRST FLOOR PLAN DATE SCALE SEPT 30,2025 1/4"=i-o" DRAWING NO. ISSUES/REVISIONS EX15TING DECK BELOW SHOWER WALLS = ±75 SF TILE SHOWER FLOOR = 13 SF TILE BATHROOM FLOOR— ± 4G SF TILE DOES NOT INCLUDE WASTAGE. ENLARGE SHOWER 0'AS INDICATED. DOES NOT INCLUDE UNDER VANITY PROVIDE NEW CERAMIC TILE SHOWER WALL(TO 7 H.)AND ------------------------- ------� ________ SHOWER FL OR. TILE TO BE SELECTED B OWNER. RELOCATE _ SHOWER HE D AS SHOWN. I I N I I PROVIDE CE ENT BOARD ON WALLS IN51DE SHOWER I I I 4'-0" I I I REPLACE TO LET I I I I EX15T1 NG I I I 00 I I I ( BEDROOM TO REMAIN I i ( EXISTING ELE CTRIC TO REMAIN IN T1115 AREA ———————————————— I I I I ° ° THESE PLANS ARE AN INSTRUMENT OF I I SERVICE AND ARE THE PROPERTY OF THE BE PROSECUTED INFRINGEMENTS WILL ° 2025 ALL RIGHTS RESERVED I I O I I I I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANYAUTHORTZED ALTERATION MUST'BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I I I I Robert I. Brown Architect, P.C. L-------------------------------- I a0 Bay Ave. Greenport NY info@ribrownarchitect.com a 631-477-9752 I I EXISTING SECOND FLOOR PLAN j BEDRROO N TO EXI5TING BEDROOM TO I EXISTING EXCEPT A5 NOTED I I REMAIN I I I . I CLIENT/OWNER I SEIBEL 8045 N BAYVIEW ROAD SOUTHOLD, NY 11971 PROJECT TITLE DECK ADDITION AND RENOVATIONS DRAWING TITLE SECOND FLOOR PLAN DATE SCALE SEPT 30,2025 1/4'=i-D" DRAWING NO. ISSUES/REVISIONS 00 SOUTH ELEVATION WEST ELEVATION EXISTING EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH TI IE LAW. Robert I. Brown Architect, P.C. a05 Bay Ave. Greenport NY info@ribrownarchitect.com ® ® ® 631-477-9752 137—1ir—I 711 ME _ I I �.,µ•km/ ��.,� j ' 4 r "• V CLIENT/OWNER EAST ELEVATION NORTH ELEVATION EXISTING EXI5TING S E I B E L 8045 N BAYVIEW ROAD SOUTHOLD, NY ii971 PROJECT TITLE DECK ADDITION AND RENOVATIONS DRAWING TITLE EXISTING ELEVATIONS AS BUILT DATE SCALE SEPT 30,2025 1/8"=i-o" DRAWING NO. ISSUES/REVISIONS r r------1.- ---------------- I I I I I I I I r-------------I I----------------I---------------------------------------1 14 I I I � I I � I I I I I I I I I i 1 I I I I I I I I I -—-—-—-—-—- � I I I I I I I EXISTING FINISHED BASEMENT I CELLAR EL. 14.G I I THESE PLANS ARE AN INSTRUMENT OF I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED I -------- - -- L J IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ------ UNLESS ACTING UNDER TI IE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY TEEM ON THIS DRAWING IN ANY WAY.ANY ALMIORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ,- Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY into@ribrownarchitect.com P 631-477-9752 EJECTOR PUMP REPAIR ` FOUNDATION ID ti LEAK IN TH15 AREA r <�• YC;•���► NEW FINISHED BASEME T 1 44 1 CLIENT/OWNER BASEMENT PLAN ----------- SEIBEL EXISTING EXCEPT AS NOTED ______ ____ ,_-__,I, 8045 N BAYVIEW ROAD #' SOUTHOLD, NY 11971 OIL TANK FI N I H ECT ED I FURNACE I WATER ELECTRIC PRO TITLE EXISTING UN S J BASEMENT TO REMAIN MAIN PANEL DECK ADDITION AND RENOVATIONS DRAWING TITLE ELECTRICAL PLAN DATE SCALE SEPT 30,2025 1./4'=i-o" DRAWING NO.