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HomeMy WebLinkAbout52166-Z TOWN OF SOUTHOLD "` BUILDING DEPARTMENT TOWN CLERK'S OFFICE "" 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#: 52166 Date: 08/08/2025 Permission is hereby granted to: Susan Kipperman 2710 The Long Way East Marion, NY 11939 To: construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 2710 The Long Way, East Marion, NY 11939 SCTM# 30.-2-118 Pursuant to application dated 07/10/2025 and approved by the Building Inspector. To expire on 08/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $450.00 CO-RESIDENTIAL $100.00 Total S550.00 Building Inspector M ��" � �"�� • TOWN OF SOUTHOLll—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1 179 Southold, NY 1 1971-0959 ' Telephone 631) 765-1802 Fax 631 765-9502 Litt vs://www.s uthq dtownn gov lasxaraci Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 164 Building Inspector: Applications and forms must be"filled outin'their entirety. Incomplete` � y i ld p applications will not be.accepted:,Where the Applicant is not the owner,an.,' � Owner's Authorization form Pa e,2 shall be com leted a Date:07 JULY 2025 OWNER(S)'OF PROPERTY :. Name: ERIC KIPPERMAN SCTM # 1000- 30-2-118 Project Address: 2710 THE LONG WAY EAST MARION,NY 11939 Phone#: Email: Mailing Address: PO BOX 204 EAST MARION,NY 11939 CONTACT PERSON: Name: ROBERT I. BROWN ARCHITECT P.C. & ITS AGENTS Mailing Address: 205 BAY AVE GREENPORT,NY 11944 Phone#: 631-477-9752 Email: info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION:,' Name: ROBERT I. BROWN ARCHITECT P.C. & ITS AGENTS Mailing Address: 205 BAY AVE GREENPORT,NY 11944 Phone#: 631-477-9752 Email: info@ribrownarchitect.com CONTRACTOR INFORMATION Name: Mailing Address: Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition IiAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 150,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: �)N� FAmIL_y )' SIlEN7► Lntended use of property: �6 CNA 6E Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes D<No 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 Chapter 236 of the Town Code.APPLICATIONIS 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.Tha 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 By(print name): I P2` AN S 16oiZ- tOuthorized Agent ❑Owner Signature of Applicant: CONNIE D.BUNCH Date: 10 -Sj4Ly 2�0L� Notary Public,State of New York No.01BU6185050 STATE OF NEW YORK) Qualified in Suffolk County SS: Commission Expires April 14, 2©cl COUNTY OF -�AP S IDb)Z- being duly sworn, deposes and says that (s)he is the applicant (Name of individual j &--siigning contract) above named, (S)he is the )2o17-T. 17 P>W-owi-j AatClA (Contracto ,Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to per term or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, C VAC MflN residing at L'�151 1qP ?� do hereby authorize �+ T � I�c�bltlEZ l I���- to apply on my be d1fA"the Southold Building Department for approval as described herein. D -7 Owner's Signature Date �...... C- ILIP?QLWP Print Owner's Name 2 JOB No. 00-38 6B/01 HEALTH TAX 1.0. No, 1 000-30-02-118 N/F ANDRE K.'BIRTEN ET AL. S 13001'50"E 80.00' _THELOCATION OFv'I=� ;: . '�,;t ? ►% �'� RVICE LINES, SEPTIC TAN!C;; S SHOWN HEREON ARE FIELD OBSERVA- TIONS AND OR DATA OBTAi EQ FROM L- . OTHERS, I 2 ST FRAME DWELLING qz s i /a ,} I24.9r3s ' s BRICK N 'a s su r.— PATIO N 8.0' R GAR 4 II 1 , ,•� _ ^I y_ I ENT R/O I.154 7 t p 1 ST BAY r 5 l 11� r� 0 } N � 2 ST � � N LU G 34 4 I 0 t2 mot SEPT1 € M LP ,u LOT "G" 0 LOT 56 I OPEN SPACE t I s� cn t \ TIE 2666.-0' r� N 13000'20"W 80.00' I EDGE OF PVMT I THE LONG WAY [ 60' ] m LOT 44 FILE MAP No, 6266 6/11/75 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law SURVEY OF:Ceruftcations indicated hereon shall run only to the perscr.for whoa.It is prepared LOT 55 and on his behalf to the Title Company,Governmental Agency and Lending subse quent listed hereon,and to the assignees of the lending institutions or sub MA P'O F PEBBLE BEACH FARMS sequent owners Copies of this document not bearing the professional's inked seal or embossed seal shall not bec€ostdereda valid true copy: EAST MARION,, TOWN OF SOUTHOLD The O se% or dimensions l shown hereon from structures to the piclpany Imes are for a specific pare and use and therefore am not intended to ,tde ffte erection of S UFF 0 L K COUNTY, NEW YO R K fences,retaining watt,.poots,planting areas,addition to buildings or any oftr consuuction The existence of right of ways and/or easements of record,If any,not shown are SURVEY DATE: 06/5/01 SCALE: 1" 40' not guaranteed — CERTIFIED ONLY TO: �t of SCHEMBRI HOMES '" , DESTIN G.GRAF N1G. rRAF LAND. SURVEYOR ® _ r t 73 Woodlawn Road Rocky Point, N.Y, 11778 By DESTIN G_ GRAF N.Y.S. LIC No. 50 .0631-821-3442 ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES SSeS.S��s MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA ��✓ 1.TH15 PROJECT 15 THE CONSTRUCTION OF A SECOND FLOOR ADDITION AND NE1V DORMER ABOVE AN GROUND SNOW LOAD 20 P5F (PER FIG. I GO8.2 BCNY5 2020 EXISTING ATTACHED GARAGE FOR AN EXISTING TWO STORY SINGLE FAMILY RESIDENCE, WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I G09.3(l)BCNY5 2020 ZONED AS R-40 SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 5CNY5 2020 2.THE EXISTING HEIGHT OFA THE GARAGE AS DEFINED THE BUILDING CODE of NEW YORK STATE 2020 WINTER DESIGN TEMP I I°F (PER TABLE N 1 .2) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQU I REM ENTS BY COMPONENT i 15 22-2".THE PROPOSED ADDITION WILL NOT INCREASEE THE EXISTING HEIGHT. FLOOD ZONE N/A (PER FEMA MAP)) J 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FROST LINE DEPTH 30 WEATHERING PROBABILITY SEVERE (PER 13CM'5 2020 4.ALL WORK SHALL CONFORM TO THE REQUIREMENI-5 OF THE 2020 BUILDING CODE of NEW YORK DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF e PA WOOD FRAME GLAZED BASEMENT SLAB CRAWL i Q CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE IG07.1 13CNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR I(� ROOMS OTHER THAN SLEEPING 40 PSI FENESTRATIN WALL R-VALUE SPACE WALL LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ��i` 5.DESIGN LOAD CALCULATION ARE BASED ON: SLEEPING ROOMS 30 PSI ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE DEAD LOAD:CALCULATED AS PER R301.3 AS PER BC:NY5 2020. ATTICS WITH LIMITED STORAGE 20 PSI ATTICS WITHOUT STORAGE 10 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. STAIRS 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13 WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. LOCATION LIVE DEAD DELECT LIMIT IST.FL. 40 LE. 12 1./3CO NAILING SCHEDULE 2ND.FL.(SLEEP AREA) 30 L13. 12 U3GO (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR ATTIC(NON STORAGE) 20 LB. 10 U3GO ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) ROOF 20 LB. 15 U3G0 JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEAN5,METHODS, ROOF FRAMING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER CONNECTION WITH THE WORK. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPEC'FIC USE EXPRESSED CEILING JOINT TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP OR IMPLIED IN THE USE OF THE5E PLANS. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE RIDGE STRAP(EACH END) 2 PER TIE DRAWINGS.FOLLOW DIMENSIONS ONLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 8.CONTRACTOR(5)SHAM FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS A5 WALL FRAMING NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE COMPLETE THE WORK. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"0.C. 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, OCCUPANCY. END JOIST OR BLOCKING(FACE-NAILED) 2-1 Cd PER FOOT DEMOLITION FLOOR FRAMING 1. CONTRACTOR SHALL DEMOL15H WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST AND AS NECESSARY,AND REMOVE ALL DEBRIS. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 POSSIBLE UNLESS LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T OTHERWISE NOTED. JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING BAND J015T TO J015T(END-NAILED) 3-I Gd PER JOIST PROPOSED DORMER DEMOLITION AND CONSTRUCTION. BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Cd PER FOOT 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND ROOF SHEATHING / \ TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT 5TR000RAL PANELS 8d (TABLE 3.8) / \ AS NECESSARY. DIAGONAL BOARD SHEATHING / \ I"xG"OR I"x8" 2-8d PER SUPPORT / \ FOUNDATIONS I"xl0"OR WIDER 3-8d PER SUPPORT / \ 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Scf.Ft. / 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. CEILING SHEATHING 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. GYPSUM WALLBOARD 5d coolers 7"EDGE/10'FIELD EXISTING l GENERAL CONSTRUCTION WALL SHEATHING I r rr GARAGE r " 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5ERVICE5 NECESSARY TO FIBERBOARRALD PANEL gd (TABLE 3.9) I I OO-I 109-2 12 COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS WEST 1 1 ' EAST REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/1 G" 8d 3"EDGE/G"FIELD 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32" Sd 3"EDGE/G"FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10"FIELD 4.FRAMING ELEMENTS: HARDBOARD 8d (TABLE 3.9) A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 PAPTICALBOAPD PANELS 8d (TABLE 3.9) PROPOSED DORMER OR BETTER. DIAGONAL BOARD SHEATHING / n \ B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT I'xG'OR 1'x8' 2-8d PER SUPPORT / \ AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. IN 10'OR WIDER 3-8d PER SUPPORT \ C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. \ D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,314"MIN.THICKNE5. FLOOR SHEATHING / \ E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER 5TRUCURAL PANELS / EXISTING \ WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. I'OR LE55 8d (;"EDGE/ 12'FIELD GARAGE F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 13CNYS 2020 GREATER THAN I' 1 Od G"EDGE/G'FIELD OR G.OTED @ 8LO'O.C.MIN..PROVIDE 2'SPACE FOP AIR PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS STAIRS,ETC.)OR A IN OSONOTED ON DRAWINGS.F. DIAGONAL OR I BOARD SHEATHING 2-8d PER SUPPORT S ICY PLANE DIAGRAM I I H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON 1"x 10"OR WIDER 3-8d PER SUPPORT I I DRAWING. 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL NOT TO SCALE SOUTH NORTH CONNECTORS BY"51MPSON"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. ALL 2'xG'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12" O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS 13Y'51MP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,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 AS REQUIRED. G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. THESE PLANS ARE AN INSTRUMENT OF SERVICE 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/4 PA WCFM-1995.(SEE NAILING AND ARE THE PROPERTY OF THE ARCHITECT. SCHEDULE) ++ INFRINGEMENTS WILL BE PROSECUTED 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED li MEMBRANE. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 2025 ALL RIGHTS RESERVED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE U5ED AT INTERSECTION OF ROOF AND CHIMNEY,I PoorSULATION SHALL BE GATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE CORNER 2-1/2 Lb. DENSITY FIBER-GLASS BATTS CONFORMING.TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS h O LDDOWN LOT 56 GLA55 INSULATION.NAAMM STANDARD 51, 1 FOAM-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-G.5 PER INCH)BY ICYNNE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. FC 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. O / fl f 2.VN 0.3'N Robert I. Brown 13. NEW HARDWARE SHALL MATCH EXISTING. N /6 59 4O E FC 2/0.04 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE 0.4'N 6' CHAINLINK FENCE 0.2'W ON. r'5HEETROCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE Al Chitect, P.C.1/2' ✓ MON. FE 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR 0 4 S 6' STOCKADE FENCE FIT SHALL HAVE METAL CORNER BEADS. - "�� . . O 40"OAK 2.0'W FINISHES , Q o 35' 35 I' _ zo5 Bay Ave. Greenport NY 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. l \ ( 22r r BRICK w info@ribrownarchitect.00111 2. FX15TING FLOORS SHALL BE PROTECTED,SANDED AND REFINISHED AS NECESSARY. j 1 I / / BRICK ,� I 0 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET ADHESIVE. �- L. �/ S.T/r STOOP PATIO o 631-477 975Z 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED O O W ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO \ \ 2 STY. FRM. BE SELECTED. \ \ DWELLING o 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK 51ALL BE CLEANED \ ' LOT 55 4O 4 26.2' - AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE �\ r- n 30' #27 1 0 j � TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE SELECTED. RIDGE CROSS SECTION END VIEW / G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS I \ r �� // PROPOSED DORMER I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I EMI-GLOSS PAINT. -I ` / '_ " BENJAMIN MOORS LATEX ACRYLIC S 5.3' EXISTING j� AND SECOND FLOOR 109 2 12 UNLESS ACTING UNDER THE DIRECTION OF A HVAC b /GARAGE N OVER EXISTING v LICENSED ARCHITECT,TO ALTER ANY ITEM ON I.PROVIDE ALL LABOR MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES _ 33.0' BAY / ATTACHED GARAGE 0 THIS DRAWING IN ANY WAY. ANY AUTHORIZED NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES �_ eF\ j ALTERATION MUST BE NOTED,SEALED,AND AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL O R��NE/ / DESCRIBED IN ACCORDANCE WITH THE LAW. CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE 6j WP / 001 I m 2OIXWORK. NG BOILER TO REMAIN. ° W I ST \ 0 I m 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,PATCH AND REPAIR °• 'Ij� a ON C/� a ENCLOSE EXISTING _ z _ -`;% DUCTWORK AS NECESSARY. O I F "' r- W .- w p,p� \ '� COVERED ENTRY N U m 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO 1/� \ - Z , COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. ( r T l Q N a UNDERGROUND unuilEs -- PLUMBING o 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES cry WM / STONE DRIVEWAY ch Y O° ,• r1 NECESSARYTO COMPLETE ALL NEW PLUMBING WORJC REQUIRED BY THE DRAWINGS W �� AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR (O W.V. REA50NA13LY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITHW BELG. -`--- o REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE BLK./ - - - CURB - - _._� - - - _ _ - _ APPROVED"LIST OF CERTIFIED WATER SAVING PWME31NG FIXTURES"A5 PUBLISHED BY LJ THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. a, MON. \ MON. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 3 1•8 S S 76059'40" W -� 7 S 270.081 SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE 4,3'S PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF " SOUTHOLD. L() LOT G - OPEN SPACE 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, Cfl CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND cD CLIENT/OWNER FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. Cp ELECTRICAL KIP PERMAN ' 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES -- NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW FLOOR E RI C & SUSAN ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: �oisr CONNECTIONS TO PREVIOU5LY INSTALLED ELECTRICAL SYSTEMS,WIRING, FEEDERS,D15TTRJBUTION AND PROTECTION EQUIPMENT, ECIOs O = 2710 THE LONG WAY APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK A5 SHOWN ON THE APPLICABLE DRAWINGS AND RT 25 EAST MARION NY Y. , AND SPCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND T N. S 1 INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND A lV 1 ELECTRICAL DISTRIBUTION SYSTEMS. OAD SCTM No. 1000-30-2-ll8 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE *(AIN R BASED ON SURVEY BY: of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), lVll' KENNETH M. WOYCHUK LAND SURVEYING PLLC LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), PROJECT THE 3 \ j CT TITLE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER SITE PLAN DATED: 01 J U N E 2020 APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRING" ADDITION AND REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS r SCTM: I 000-30-2-118 LABORATORIES,INC.LABEL AND BE 5UITA13LE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. - SCALE: I�� = 20'-0" ZONED: R-40 RENOVATIONS 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE FLOOR EXISTING EXCEPT AS NOTED AREA: 2 I ,GO5 SF (0.50 AC) SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. J015T - 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICEN5E5 AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIE5, AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES DRAWING TITLE SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL I \ SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED AIAPA5 ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH GENERAL NOTES SLEEPING QUARTERS ARE LOCATED. i 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW I YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE SITE PLAN PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. °�° UPLIFT CONNECTIONS 8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR 5MOI E AND BURGLAR ALARMS AS NECE55ARY. SCALE CON NE TI N D E T A I L 25 JUNE,2025 IN=10'-o' DRAWING NO. • I i ISSUES/REVISIONS EXISTING DOOR REINFORCE STUD EXISTING DOOR TO REMAIN WALL AS NECESSARY TO REMAIN - — — — — - - — � - - - - — — — — - - — - — — — — - - — — — — -I I I - — — — — — I EXISTING REMOVE EXISTING (3) 2x 10 DROP BEAM LAUNDRY I NEW(3) 1 3/4"x 9y" 2.OE MICROLLAM LVL EXISTING WINDOW ROOM TO I DROP BEAM TO REMAIN REMAIN I EXISTING STEEL COLUMN TO REMAIN BRACE AND SUPPORT EXISTING FLOOR NEW 2x4 STUD WALL I JOISTS AS NECESSARY EXISTING KITCHEN TO REMAIN R-15 GATT INSULATION COVER AND PROTECT SURFACES AS LNG CES ARY I EXISTING 2x4 WALLS EXISTING OPENING TO REMAIN i TO REMAIN EXISTING RIDGE TO REMAIN I FRAME FOR NEW NECESSARY UP- NEW 2x4 STUD WALL UP R-13 GATT INSULATION z � w O PROPOSED DORMER n. NEW 2x8 FLOOR JOISTS TO MATCH EXISTING STEEL �=I ' D 0 N ( EXISTING. PATCH AND REPAIR EXISTING REMOVE EXISTING ROOFING AS 0 (n� JOISTS AS NECESSARY. NEW OPENING IN EXISTING WAIL NECESSARY, REPAIR AND PATCH O u) O EXISTING WALL TO REMAIN NEW ASPHALT SHINGLE ROOFING I z_ NEW PLYWOOD 5UBFLOOR Q o DOWN NEW(2) 2x8 HEADER 9 NEW FLOORING TO MATCH EXISTING REMOVE EXISTING SIDING TO MATCH EXISTING O -j ON EXTERIOR. NEW NEW WOOD STEPS w/30 1 �rl`P I uw z LL' R-22 BATT INSULATION F- DRYWALL,TAPE, SPACKLE HANDRAIL TO CODE ,110 Q w p to NEW FLOORING TO BE LEVEL WITH AND PAINT 3 COATS (TYP.) NEW 30G8 I- HOUR FIRE RATED EXISTING o�luo 5ELFZLDSImTGDOOR- F- - - - - - - - - �G wwcWzo u-j NEW 2xG EXTERIOR CONSTRUCTION NEW 30G8 CD-X RATED PLYWOOD SHEATHING EXTERIOR - — — — — — — — VAPOR BARRIER I I I I EXISTING WINDOW z 2"CLOSED CELL SPRAY IN FOAM TO REMAIN INSULATION (R-13) NEW CONCRETE m I I I I Ln I R-15 BATT INSULATION LANDING AND STEPS w REMOVE EXISTING SIDING AS BLUESTONE PAVERS N EXISTING GUTTERS TO REMAIN I I NECESSARY SEE FOUNDATION PLAN -' USE EXISTING DOWAND K WEL LLSS I NEW WOOD SHINGLE SIDING TO N KIINFORCE STUD MATCH EXISTING ( I WALL AS NECESSARY 5'-10 1/2" EXISTING GARAGE DOOR EXISTING GARAGE DOOR - -j TO REMAIN TO REMAIN FI RST FLOOK PLAN ISOO� P L/ \N THESE PLANS ARE AN INSTRUMENT OF SERVICE SCALE: I/4" = I'-O" AND ARE THE PROPERTY OF THE ARCHITECT. EXISTING EXCEPT AS NOTED INFRINGEMENTS WILL BE PROSECUTED SCALE: 1/4' = I'-O" 2025 ALL RIGHTS RESERVED EXISTING EXCEPT AS NOTED REMOVE EXISTING WINDOW NEW(2) 2x 10 HEADER NEW ANDERSEN 400 SERIES NEW BATHROOM TW 2G32 DOUBLE HUNG NEW TILE FLOORING TO BE SELECTED BY OWNER TEMPERED GIA55 IN BATHROOM NEW FIXTURES PROVIDED BY OWNER, INSTALLED BY CONTRACTOR WHITE/WHITE MOISTURE RESISTANT DRYWALL EXISTING 2x4 STUD WALL ( 45"WAIN5GOTTING w/RAIL CAP Robert I. Brown NEW 3.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-23) 81j0" TILE FULL WALL HEIGHT IN SHOWER REPAIR AND PATCH WALL AS NECESSARY 4'-0" I 4'-0" Architect, P.C. I Zo55 Bay Ave. Greenport NY 8'.0" I info@ribrownarchitect.com i I BUILT-IN N 631-477-9752 0I p SHELVINGi % N 3'-4" 3'-2" 5" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A EXISTING FOUNDATION AND NEW 2x4 INTERIOR 2GIG8 LICENSED ARCHITECT,TO ALTER ANY ITEM ON CONSTRUCTION THIS DRAWING IN ANY WAY. ANY AUTHORIZED BASEMENT TO REMAIN I NEW ANDERSEN 400 SERIES ALTERATION MUST BE NOTED,SEALED,AND TW 304G DOUBLE HUNG DESCRIBED IN ACCORDANCE WITH THE LAW. m , EGRESS 36" HANDRAIL TO CODE(fYP.) WHITE/WHITE CUT 3'-0"OPENING NEW WOOD STAIR: } IN EXISTING RISE: 7 3/4° O i PROPOSED DORMER CONCRETE WAIL DOWN ' RUN: 9yz c� i NEW 2x6 STUD WALL •�. '1 RISERS: 15 NEW 2" CLOSED CELL SPRAY-IN "r ——— FOAM INSULATION (R-13) O --- EXISTING FOUNDATION AND fJI1G i NEW K 15 BATT INSULATION GARAGE SLAB TO REMAIN CD-X RATED PLYWOOD SHEATHING N 1 y 2" RAT SLAB 5'-O I/2 N i VAPOR BARRIER ` s WOOD SHINGLE SIDING TO MATCH m EXISTING REMOVE EXISTING CONCRETE LANDING AND STEPS NE 2x4 INTERIORI I i NEW 8" POURED CONCRETE FOUNDATION WALL w/ #5 REBAR TOP AND BOTTOM CONTINUOUS.TO BE ONSTRUCTIOIJ I ` FLUSH WITH EXISTING WALL 0 co NEWY2'SHEETROCK ON NEW ANDERSEN 400 SERIES CLIENT/OWNER NEW 8"x 16" POURED CONCRETE FOOTING w/(3) ------- �� " I r I � WALLS AND CEILING TW 3046 DOUBLE HUNG #5 REBAR CONTINUOUS. MINIMUM 3'-0"BELOW ;. 12 ANCHOR BOLTS @ 12 _ GRADE ON UNDISTURBED SOIL. _ __ O.C. VERTICALLY N I I N TAPE, SPACKLE,AND EGRESS KIPPERMAN ANCHORED TO EXISTING CONCRETE FOUNDATION STORAGE I I PAINT 3 COATS N WHITE/WHITE WALL EVERY 12" VERTICALLY w/ 12"ANCHOR BOLT. i = I I m� 3/q' PLYWOOD SUBFLOOR ERIC & SUSAN NEW WOOD FLOORING TO • I L—————— I I BE SELECTED BY OWNER N 2'710 THE LONG WAY NEW CONCRETE 12"ANCHOR BOLTS @ 12" EAST MARION NY LANDING AND STEPS O.C. VERTICALLY ( _ _ i 'n BLUESTONE PAVERS N -------- — SCTM No. 1000-30-2-118 N ( N CO I N PROJECT TITLE 5'-10 1/2" , 1'-5" , 1'_5" ADDITION AND RENOVATIONS EXISTING 2x4 STUD WALL REMOVE EXISTING WINDOW NEW 3.5"CL05ED CELL SPRAY-IN FOAM INSULATION (R 23) f O U N D AT I O N PLAN SECOND F LOOK PLAN NEW(2) 2x 10 H FADER REPAIR AND PATCH WALL AS NECESSARY NEW ANDERSEN 400 SERIES DRAWING TITLE TW 304G DOUBLE HUNG SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" EGRESS FLOOR PLANS EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED WHITE/WHITE SCALE 25 JUNE,2025 1/4,=i-a, DRAWING NO. .1 A aw n ISSUES/REVISIONS EXISTING RIDGE BEAM TO REMAIN REMOVE EXISTING RAFTERS AS SHOWN NEW 2x8 RAFTERS @ I G"O.C. 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) CD-X RATED PLYWOOD SHEATHING PROPOSED DORMER VAPOR BARRIER EXISTING RIDGE NEW WOOD SHINGLE SIDING TO MATCH EXISTING ASPHALT SHINGLE ROOFING TO MATCH EXISTING NEW AZEK TRIM TO MATCH EXISTING 12 12 NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING { cl 3 a 3 -+t,;ttc.; 00 2xG CEILING JOISTS $ '' ? NEW SOFFIT AND TRIM o @ I G"O.C. TO MATCH EXISTING (3) 2xG H D R EXISTING ROOF �"_ PROPOSED DORMER TO REMAIN NEW 2xG STUD WALL _� �t NEW 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R 13) NE 3/4' PLYWOOD 5UBFLOOR m NEW R-15 BATT INSULATION NE I xG WOOD FLOORING TO Cl) CD-X RATED PLYWOOD SHEATHING BE ELECTED BY OWNER VAPOR BARRIER 3'-0" KNEE WALL EXI TING 2x8 FLOORJOI5T5 WOOD SHINGLE SIDING TO MATCH EXISTING TO EMAIN *' NE R-22 GATT INSULATION 5 , > x,{nl 5 ! n• a CY. xt r / F' ( rf.'i"sF t"A"rrx X, "!YZY," , r UJ..,UlJ..tF.Y..I.V :GJ.tr�K(.CV..C�l.A4fRC+�JJJtMI.13JAU xR;��lJ.' V.:J'?3JJYJ1.K'.S.Y}�'Kt.J_'Y IFX��J.r...>.A-•.YJ-•.._..t1 RJ_4k _ JJ"1J CUT EXISTING FLOOR JOISTS FOR NEW STAIR OPENING =rj ` FLUSH BEAM @STAIR ONLY ---� REMOVE EXISTING (3) 2x 10 DROP BEAM NEW 2xG EXTERIOR CONSTRUCTION NEW(3) 1 3/4"x 9Y2" 2.OE MICROLLAM LVL DROP BEAM CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER EXISTING STEEL COLUMN TO REMAIN EXISTING WINDOW 2"CLOSED CELL SPRAY IN FOAM BRACE AND SUPPORT EXISTING FLOOR TO REMAIN INSULATION (R-13) JOISTS AS NECESSARY R-15 BATT INSULATION REINFORCE STUD WALL AS NECESSARY REMOVE EXISTING SIDING AS NEW 2x8 FLOOR JOISTS TO MATCH If ; OG EXISTING GARAGE DOOR EXISTING GARAGE DOOR EXISTING. PATCH AND REPAIR EXISTING NECESSARY I OR TO REMAIN TO REMAIN JOISTS AS NECESSARY. NEW WOOD STAIR: NEW WOOD SHINGLE SIDING TO , Fj NEW PLYWOOD 5UBFLOOR RISE: 7 3/4" MATCH EXISTING Iu' NEW FLOORING TO MATCH EXISTING RUN: 9%" ----� R-22 BATT INSULATION RISERS: 15 NEW FLOORING TO BE LEVEL WITH ' r SST 3G" HANDRAIL TO CODE EXISTING EXISTING FOUNDATION AND POURED CONCRETE LANDING AND STEPS 2" RAT SLAB GARAGE SLAB TO REMAIN BLUESTONE PAVERS SOUTH ELEVATION (PARTIAL)_ SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. SECTION A INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. ao5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 PROPOSED DORMER EXISTING RIDGE NEW WOOD SHINGLE 51DING TO MATCH EXISTING NEW AZEK TRIM TO MATCH EXISTING PROPOSED DORMER NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING 12 NEW WOOD SHINGLE SIDING TO MATCH EXISTING 3 v IT IS VIOLATION OF THE LAW FOR ANY PERSON, NEW AZEK TRIM TO MATCH EXISTING UNLESS ACTING UNDER THE DIRECTION OF A NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING 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. ® EXISTING ROOF TO REMAIN CLIENT/OWNER " KIPPERMAN ERIC & SUSAN Lj Li a 2710 THE LONG WAY EAST MARION NY SCTM No. 1000-30-2-118 PROJECT TITLE ADDITION AND RENOVATIONS EAST ELEVATION NORTH ELEVATION (PARTIAL) DRAWING TITLE SECTIONS SCALE: 1/4" = I'-0" SCALE: I/4" = 1'-0° ELEVATIONS EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED SCALE 25 JUNE,2025 1/4'=i—O" DRAWING NO. " ISSUES/REVISIONS EXISTING EXTERIOR EXISTING EXTERIOR LIGHTING TO REMAIN, LIGHTING TO REMAIN, REROUTE TO SWITCH REROUTE TO SWITCH AS NECESSARY AS NECESSARY 3"0 VENT 3"0 VENT Q Q EXISTING EXTERIOR F0 LIGHTING TO REMAIN, } REROUTE TO SWITCH AS NECESSARY PROPOSED BATHROOM EXISTING LAUNDRY I �} ROOM TO REMAIN \ SHOWER EXISTING GARAGE \ B OUTLETS TO REMAIN \ 1 TOILET SINK 1 I SECOND FLOOR SECOND FLOOR TO 3 \ �� UPSTAIRS I $ I / CONNECT TO EXISTING / EXISTING SEPTIC LINE IN GARAGE CEILING KITCHEN /- / INSIDE EXISTING SWITCHES - / BUILDING ENVELOPE TO REMAIN 8$$ - - - i GFI EXISTING ELECTRIC EXISTING ELECTRIC OVERHEAD GARAGE I I OVERHEAD GARAGE I DOOR TO REMAIN I I DOOR TO REMAIN I I I I I EXISTIN� EV CHARGING I I I � fQ LIGHTING TO REMAIN, STATION REROUTE TO SWITCH AS NECESSARY FIRST FLOOR FIRST FLOOR EXISTING EXTERIOR LIGHTING TO REMAIN, REROUTE TO SWITCH THESE PLANS ARE AN INSTRUMENT OF SERVICE FI I�ST F LOOK ELECTRICAL PLAN AS NECESSARY TO EXISTING SEPTIC SYSTEM AND ARE THE PROPERTY OF THE ARCHITECT. PLUMBINGill S E R INFRINGEMENTS WILL BE PROSECUTED SCALE: 1/4" = 1'-0" 2025 ALL RIGHTS RESERVED EXISTING EXCEPT AS NOTED NOT TO SCALE Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A OF THE LAW FOR ANY G FI A i UNLES OCTIINGOUNDER THE DIRECTION OF RASON, 'r LICENSED ARCHITECT,TO ALTER ANY ITEM ON a EXISTING THIS DRAWING IN ANY WAY. ANY AUTHORIZED --$ LAUNDRY `r ALTERATION MUST BE NOTED,SEALED,AND ROOM TO `� I EXISTING WINDOWS DESCRIBED IN ACCORDANCE WITH THE LAW. REMAIN TO REMAIN REMOVE EXISTING (3) 2x 10 DROP BEAM �-�- NEW(3) 1 314"x 9/Z" 2.OE MICROLLAM LVL DROP BEAM O EXISTING STEEL COLUMN TO REMAIN BRACE AND SUPPORT EXISTING FLOOR I i JOISTS AS NECESSARY TO J 1 EXISTING KITCHEN TO REMAIN I DOWNSTAIRS -� I REMOVE EXISTING JOISTS 1 COVER AND PROTECT EXISTING SURFACES AS NECESSARY I FOR NEW STAIR OPENING NEW SPLIT SYSTEM J ZONE(1) �3 -- _ m EXISTING COLUMN FAN � - �- - - � --P -I�- - - - - - - - - TO REMAIN ,� ... Eft I NEW OUTDOOR CONDENSER - REMOVE EXISTING / UNIT TO BE PROVIDED AND REMOVE EXISTING / INSTALLED. LOCATION TO BE STUD WALL AND I I WOOD STEPS CLIENT/OWNER SD / DETERMINED BY OWNER SIDING AS NECESSARY KIPPERMAN ERIC & SUSAN 2710 THE LONG AY EAST MARION NY I _ _ _ _ _ _ EXISTING WINDOWS TO REMAIN SCTM No. 1000-30-2-n8 PROJECT TITLE 4f� - REMOVE EXISTING CONCRETE LANDING AND ADDITION AND STEPS RENOVATIONS EXISTING OVERHEAD GARAGE DOORS TO REMAIN DRAWING TITLE SECOND FLOOD ELECTRICAL PLAN DEMO FLAN NOTE: SECTIONS REMOVE EXISTING ROOF RAFTERS ELEVATIONS SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" AS SHOWN FOR NEW DORMER EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED SCALE 25 JUNE,2025 1/4'=i-o" DRAWING NO. IVI FE25� p- 1 rn Am I