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HomeMy WebLinkAbout2440 Village Lane, LLC/P.J. Deschenes - 2440 Village Ln our Unig4 David Mammina,Chairperson ���09 e tier 54375 Main Road,NYS Route 25 Anne Surchin,Vice Chair Q PO Box 1179 Marina de Conciliis a und m Southold,NY 11971 sourNo�o Jeri Woodhouse ' u^w,U= ' Telephone:(631)765-1809 gov Allan Wexler p f Z kimf@southoldtownny.., Daryl Ketcham e9, Ahmad Sardar-Afkhami Kim E. Fuentes,Coordinator RESERVATION Town of Southold Historic Preservation Commission Certificate of Appropriateness FEBRUARY 26,2026 RESOLUTION #02.26.2026.3 To Amend Res. No. 09.26.2024.1 RE: 2440 Village Lane, Orient,NY. SCTM# 1000-26-1-17.1 Owner: 2440 VILLAGE LANE, LLC/P. J. DESCHENES RESOLUTION: WHEREAS, 2440Village Lane, Orient,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, on September 26, 2024,the Commission approved a proposal for improvements consisting of alterations and additions to the subject single family dwelling; and WHEREAS, on December 16, 2025,the Southold Town Building Inspector issued a Stop Work order for work exceeding the scope of approval by the Zoning Board of Appeals and the Historic Preservation Commission; and WHEREAS, the applicant submitted an Amended proposal on December 17, 2025, describing the construction in areas of the dwelling and reasoned the need to demolish the attached garage portion of the dwelling structure; and WHEREAS, on February 26, 2026, the applicant's representatives, Wade Bennett of Even Keel Home Services and Anthony Portillo of AMP Architecture, appeared before the Commission to describe the proposed Amendments to the architectural plans of the demolished attached garage portion of the single family dwelling; and WHEREAS, the improvements proposed are depicted on Architectural Plans (Sheets G-001.01, A-101.01, _ A-102.01,A-103.01,A-104.01,A-201.01,and A-202.00)prepared Anthony Portillo,Architect, last revised February 11, 2026; and 4': Certificate of Appropriateness,Res.#02.26.2026.3 (Amend 09.26.2024.1)2440 Village Lane,LLC-P.J. Deschenes SCTM No. 1000-26-1-17.1 Page 2 WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold Town Code, the Commission has the authority to determine that some proposals do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and WHEREAS, the Commission has determined that the subject application for the Certificate of Appropriateness is de minimis in nature, and therefore does not require a Public Hearing; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed. NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposal for improvements to include the reconstruction of the demolished attached garage as depicted in the Architectural Plans (Sheets G-001.01, A-101.01, A-102.01, A-103.01, A-104.01, A-201.01, and A-202.00) prepared Anthony Portillo, Architect, last revised February 11, 2026, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for an Amended Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner de Conciliis Motion seconded by: Commissioner Wexler VOTES: AYES: Commissioners Surchin, Wexler, De Conciliis, Woodhouse, Ketcham, and Sardar- Afkhami (6-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. Signed: Kim E. Fuentes Coordinator for the Historic Preservation Commission Dated March 2,2026 Res.# 02.26.2026.3 i CODES AND REFERENCE STANDARD: CLIMATIC $ OEOORAPHIG DE51ON CRITERIA I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE ESID NEW ° PORK STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND GROUND 5NOW LOAD 25 LBS 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION GORE. I... Q BA510 WIND SPEED 150 MPH 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING, y�f \ / /� I }�I/�^ I,�I y�I/� CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION RE I`lO Y A7I O I`t OF EX I ST I I O DY`ELL I I`O W � - 2015 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN _ p W EXPOSURE CATE60RY B FOREST 8 PAPER ASSOCIATION (AF4FA) AMERIGAN WOOD COUNCIL ~ W (ANC).SEISMIC DESIGN CATEGORY B V J (� 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK Q •+-+ N WEATHERING SEVERE STATE PLUMBING CODE. Q C U0 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK Z C FR05T LINE DEPTH 3'-O" STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 "�' �„ ' "17 O CODE. TERMITE MODERATE TO HEAVY 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL w I �. L Z ELECTRIC GORE, NFPA'70 AND 2020 NEW PORK STATE ENERGY O N O "'" `" x �,. ti., W o- •(a In d- P } „ ' r z .� ICE BARRIER REQUIRED YE5 CONSERVATION CONSTRUCTION CODE. X N LOT GOVERAOE .,; �"` �^ti` �• `g Q 0 NYoS DECDEG CODE & l b (a)(4) ; } ' � ,� " ,, �T Q +., N +� LO DESCRIPTION (FOOTPRINT) AREA LOTf� �' & "A ' � '�" �" I __ W COVERAGE ' �M TOTAL LOT AREA 12,a25.0 S.F. } ! -� 5a N EXISTING HOUSE 1,642.0 S.F. 12.7% �; T> y } , %• �" _.- s \ LO nn 11 EXISTING FRONT PORCH 125.0 S.F. 1.03b J' k '" a '; kry' "° Q • .1 EXISTING REAR PORCH 17 1.490 8.0 S.F. t4j j 4 ' t . A �. ..^" .J •4r- - + 1L • S A l'B ,4 1 v, 4 W > ii� / . EXISTING WOOD DECKS DECKS S.F. 0.59b V ,• h $,I l• 1 „�;' W Z L15Z EXISTING CELLAR ENTRANCE 51.0 S.F. 0.2% f- r EXISTING CONCRETE APRON ' 4 �' ;i " I •. * ' .' Z V • - SLAB 70.0 S.F. 0.5% j `�, ' ✓' •: .' •. Q W W Lij OUTSIDE SHOWER 20.0 S.F. 0.2% f' W O Z 1 � � Q -F-� SHED 127.0 S.F. 1.0% TOTAL AREA OF ALL EXISTING W W STRUCTURES 2263.0 S.F. 17.530 - _ Q P/O HOUSE TO BE REMOVED -54.0 S.F. -0.50% , :, c ; A W 0 0 U i PROPOSED PORCH EXTENSION 46.0 S.F. 0.4% a ZO W TOTAL PROPOSED AREA 2255.0 S.F. 17.4% SOGAT ION MAP � _ � m Q '� nn`` SCALE: NTS IUW- cr W 0 W = 0 Z Lo LOT COVERAGE A 0 E : w (D Z � SOUTHOLD TOWN GORE 250-I24 Q N W r-I ME50RIPTION FOOTPRINT % LOT C�-OO I .O PROJECT LOCATION & SCOPE (FOOTPRINT) AREA A COVERAGE ITE PLAN & ZONING DATA TOTAL LOT AREA a,816.0 5.F. EXISTING HOUSE 1,642.0 S.F. 16.730 "►► WOOD DECK AT N.W. HOUSE 50.0 S.F. 0.5% GENERAL NOTES N, O CORNER ENERGY TABLE o' REAR PORCH 178.0 s.F. 1.5% WINDOW INSTALLATION DETAIL _of FRONT PORCH 128.0 S.F. 1.5% _ )PROPOSED DEMOLITION PLANS z C7 , SHED 127.0 S.F. 1.59 o W OUTDOOR SHOWER 20.0 S.F. 0.2% V Q w u- TOTAL AREA OF ALL STRUCTURES 2125.0 S.F. 21.69b A_ O2 •Q 1 ROPOSED FIRST FLOOR PLAN o a P/O HOUSE TO BE REMOVED -54.0 S.F. -0.6% M 8 0 O PROPOSED PORCH EXTENSION 46.0 S.F. 0.55;01 o m - I O�.O I V' 3o PROPOSED SECOND FLOOR PLAN TOTAL PROPOSED AREA 2117.0 S.F. 21.6 Y v c> z O R I E N T H A R B O R MAXIMUM LOT COVERAGE ALLOWED: 20.0% z 0 v W W J � m d' Up,Lg BER 2022 PROJECT / ZONING DATA O�-.O PROPOSED ROOF PLAN HIGH WATER EO ARK NOVBM ri MEAN yl1=TLANDS BOUNDARY, HIGH WAR M TIDAL Y CONSULTANTS, PPAR`-ST MEAN S24°51'56"W . _ TAX MAP # 1000-26-I-17.1 cc AS pE>ERMINI=D 5 THE LINE ALONG A - -- _- e,-I-22 _, .. _ - -- ZONING DISTRICT R-40 _ - - _ - _ ------ A-201 .01 PROPOSED EXTERIOR ELEVATIONS o N one - _ - _ _ - ( LOT AREA 0.5 ACRES - 51'R GIN HIGH WP'f1=R MARK o ROPOSED EXTERIOR DEMOLITION ELEVATIONS --- -_ Gofo - N/A N/A PROJECT: ---- ----- II SAND BEACH LIMIT OF BEACH W I ZONE A=(EL==a FEMA FLOOD ZONE AE 2440 - -- - - -------------------------------- W__� ------ --- -----__ __ _-_ Zo�EAE(=�=-,, - PROPOSED EXTERIOR ELEVATIONS I GONG. WALL - - - -_ -_ -_ -_ ____ WETLANDS DISTRICT 10703 01/25/2025 PROPOSED EXTERIOR DEMOLITION ELEVATIONS - - WALL ROLL UP WOOD I DEC DISTRICT 1-4738-02473 12/26/2023 / _-- BEACH VEGETAT ON COASTAL EROSION HAZARD LINE -11_ - - M GRAVEL WALKWAY OVER WKWAY_ STONE AL / GRAVEL SUFFOLK COUNTY HD APPROVAL R-23-1768 4 OF BED. SET IN SAND _ ® I ,0 O BUILDING SECTIONS ROLL UP WOOD G (b� WALKWAY OVER A CESSPOOL LAWN WALL 2440 VILLAGE LANE ti RAVEL N ,,, EDGE OFI(LAWN x HEDGE , I ORIENT, NY 11957 ti -----___- EDGE OF LAWN ►1r _ �PROPOS � % 0. I I __-_ � ROOF OVER ;ROOF DECK OVER' � 0 - \ WOOD PORCH �RENOVATI O SITE PLAN HATCH KEY: II UNDERGROUND-'' �� � ` REBUILD •Qo PLUMBING RISER DIAGRAMS " �" ` u�,xr s - ouTDooR� I r PROPOSED BUILDING ADDITION , DRAWING TITLE: I I BURIED 6 PLASTIC ELECTRIC LINE n �?,}x;: t,,w•,kY ? `: -., "w•: PICKET FENCE DRAIN PIPE e EXISTING ; ; :; .:.'" 4x,ti.. SHOWER N GAS RISER DIAGRAM _-____ _ 2 STORY FRAME �w :, PROP EDP) _ y - ----It-- HOUSE � GARAGE ING rJr�} ,% 1 z 1 ® PROPOSED ACCESSORY STRUCTURE PROJECT LOCATION &SCOPE __ _EL e . >� t- �J 3a -1 II - ---_ (NO WORK) 'yREN NATION'" ti -- SITE PLAN & ZONING DATA N STONE PATIO - METER _ ,x, ry ,;� -_- t-�- [LINE - PROPOSED 2ND STORY •, , lX ISET IN SAND � WAVE A NIOND AO /� ELECTRIC UNPEROROBND r � r z WELL TEST EDGE OF LAWN TELGOM LINE ~kc 'tiw: r. EWE HOLE ;� ,� �,;�,�;. , x�^• ..;; .�> G'4 I -1 I z I I� � v y,^f, L OWTS TAN PAGE: II II WOOD �'%.,.:� :,; .�f. ..1r;;. fic'�'.�.�� �` -• ! DE0K$5TEP5 I ,�_ROOF OVER G NO.:APRON r� CHIMNEY II , 'Ep 13 2026 DRAIN WOOD PORCH- e - PIPE `- J II G-00loOl WOOD PICKET" FENCE HEDGE RO WOOD d•' D \\ STEPS e '. {JEJ LF e '' 524°35'00"E HISTORIC PRE" _ e _ - - _ STONE WALKW Y - - - - - - - - - - - - - - / _ SET IN SAND "STONEDRIVE�+1 d - OVERHEAD - - - - - - _ - - - - - - - - d NYT #24� DATE: 02/11/26 10F 10 -° e. '•'a dUTILIT`� POLE. a e UTILITY POLE GAS LINE e' e d d EDGE OF . 4 C e 4.' e ' e e . d d e 2 ea d PAVEMENT 4e oe d . .. do a g e a e de Q a. a a a .. d d e.d" c e d, e 'ae eo 4 � .. e d .c1 ee a 4Je ,'. a be d .e - . .d a d a e . . . a e a a Z©we AE l=�=a7 51TE LAYOUT NOTES: --------=- ---- -_ _- -� --- -zoNwEAeie�=�') I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS _Q d. e' ay. d �'.• t. !'. e. < . d e d SUBJECT TO VERIFICATION BY A LICENSED R d SURVEYOR. THE INFORMATION " REPRESENTED ON THIS SITE PLAN 15 TO THE L L L A N ARCHITECT'S BEST OF KNOWLEDGE. Historic P reservation Commission I r (MA I N STREET) 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY UPDATED I1/15/2022 AND R@SOIUtIOn#: ..~ PREPARED BY: Dated: I NATHAN TAFT GORWIN III , 51 TE PL AN 1556 N ROAD JAME5PAMESPORT N.Y. I1147 SCALE: I" = IS'-O° TELEPHONE: (651) 727 20a0 t ' (5ENEAL SNrM50L E)"" : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. U Q EX15TINS TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL ~ Lu 0 � STL. WNEN �ENDAPPLICABLE) MIN. 2 2"x4" STRUCTURAL SEE S f= LA `S FOR � OFOS'E� FOU `��ATI OI �l AND FOUNDATION �EI " 10 f='LA S V J M Q N NEW I-HR FIRE RATED POST FOR 4" WALLS QLO WOOD FRAME (L.G. STL. (MIN. (2) 2"x(o" STRUCTURAL a-+� •O 0-) WHEN APPLICABLE) POST FOR &" WALLS), U.O.N. Q O NEW 2-HR FIRE RATED �-----�--�--� >; CO TL. 3 NEW PLUMBING WALL i- Z WOOD FRAME (L.S. S p WH N­AP7L W •( U-) _ d. Z EXISTING PLATFORM AND 0 0 0 xp � N ENCLOSURE FOR A/C Z m •Z CONDENSER REMOVED A-202 Q a--+ O 4,, Lf) A-202 D.1 (:j C6 Z Q 0 n. O D.I DEMOLITION NOTE: W PROVIDE SHORING AND SUPPORT TO ALL AFFECTED REMOVE EXIST. REMOVE [REMOVE EXIST.;K" __________ STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT DECK 45TAIRS FIXTURESOF ANY DEMOLITION OR CONSTRUCTION. Q N AS SHOWN OUTDOOR DOOR $ WALL ill ol SHOWER AT EXIST. ;I C LO LO nn 11 n. 0) W BATHROOM ;; ;I ----------- REMOVE EXIST. WINDOW Q H AS SHOWN kT ---------' ----------- EXIST. ;------------r----- W 0.. � BATHROOM ( � "' J F----------- �� W w Z II I II III' �---------- r__T__rl L_______--__� EXIST. Q H' Z STOOP Z = U • — EXIST. STOOP BELOW W W W ----- _ ---J- L--1---I"' Z �J --- -------- � - III IIII - -- III L------� ------------------ EXIST. C� Q IIII REMOVE EXISTING STEPS RAIL $ WALL UNFINISHED a W W IIII II \� �� REMOVE WALLS B EXISTING DOOR SPACE L---J / I �/ F- O Q ZI EXIST. � � � �F----71 LAUNDRY I REMOVE EXISTING WINDOW IIII ROOM _ �__1_L W W Z LAUNDRY MACHINES IIII J� 1-�_====�1====J-------------��---------- --11-I I I '• IIII II r---- I I I I , I I LU I I I JI EXISTING EXTERIOR WALL5 TO BE REMOVED ( 0 W •— L_______I REMOVE EXISTING GIRDER B COLUMNS Q C) ROOF � CEILING FRAMING TO BE REMOVED I REFER TO STRUCTURAL DRAWINGS FOR EXISTING I EXTERIOR WALL TO BE REMOVED j AND REPLACED W/ NEW STRUCTURE V V � TEMPORARY BRACING 8 NEW FRAMING ROOF 8 CEILING FRAMING TO BE I REMOVED 8 REPLACED W/ FOR PROPOSED BEDROOM, W W (D n 1 IIII G REMOVE EXISTING CONCRETE SLAB .STRUCTURE FOR NEW ROOF DECK. IIII O W to Q III REMOVE EXISTING DOORS j UdC Z u) 8 PARTITION WALLS ! I LO EXIST. II I REMOVE EXISTING WALL5 I I GARAGE II � I I I REMOVE EXIST. WINDOWS I I I CflZf` Q N W %l REMOVE EXISTING WINDOWS I I REMOVE EXIST. WINDOWS REMOVE EXISTING EXISTING FLOOR FRAMING TO REMAIN I L____--4___________________ STAIRCASES - - BEDROOM -!- -T-r-i--�-T- -I-, II I I I I I REMOVE EXISTING I I f i I I II I I I I I I I I I I I I U1 I I STAIRCASES IPROPOSED I I I I I 1 __--�_ _ ______ -_ — PROPOSED pO N ------ - / > - -T-T--I --I - -i r �— EXISTING TO REMAIN EX15TINS TO ' - i--1--z I RE MAIN1 g- O - L -(NO WORG(NO WORK E ------------------ --- --- - --- ------ Z EXISTING REMOVE EXIST. DOOR, WINDObW DOORS Q D WN d Z d: SECTION OF WALL / -r -- _- -L�-� _L_i I COORDINATE WITH REQUIREMENT.'S // F REMOVE EXIST. DOOR __ _ __1_y_,_ z 3� L---- - ___ FOR NEW WOR�.K __ _-__- _ / SECTION OF WALL EXIST. I ` 1_L__J_1_L=L_I_J_1_L_I OZ w REMOVE EXISTING I5T FL. WALL 8 ROOF \ HALLWAY BOOKCASE ! REMOVED TO AGGOMODATE \\\ I — PROPOSEID ——\—\ J ———-, EXPANSION OF EXISTING COVERGDH. ------------- `�\ ---'--II J O -'-- ————————— --/— --- ---�- Q EXISTING TO REMAIN PROPOSED EXIS(NO WORK) tp IN& TO o MAIN - o \. cd > cv O (n - V O D V z EXIST. LIVING v �; iz p W ROOM l / ¢ 2 -_' a U NO WORK NO WORK I EXIST. PRESERVE AND PROTECT PRESERVE AND PROTECT BEDROOM EXISTING/ADJACEWT EXI5TI NIS/ADJACENT EXIST. DWELLIN40 EXIST. DWELLING BEDROOM r----------------- COVERED I N PORCH EXIST. w NO WORK HALLWAY NO W KOR Q N PRESERVE AND PROTECT PRESERVE AND PROTECT a O EXI5TINEWADJAGENT CHIMNEY EXISTING/ADJACENT L Fl XIST DWELLING EXISTING EXISTING DWELLING PROJECT: �, ROOF BELOW ROOF BELOW --- \ �Ul \ COVERED (� PORCH - �'`-------- �J----- ------ \ I I T--� I - C -- --- �� DENT O EXIST. ! REMOVE l KITCHEN /i EXIST. TUB$ I I / TUB WALL ! I I I 2440 VILLAGE LANE I I I — REMOVE EXIST ORIENT NY 11957 LAV. r BATHROOM �� DRAWING TITLE: CABINET YVC PROPOSED DEMOLITION PLANS I II I II , EXIST. VININS I I U ------' JI ,Li II I II I� I I I ROOM PAGE: LJ L_______________ IJ I I r,_I� EXIST ING ---------------I l r L--I-------- - ROOF;BELOW ------ , I _______________I__J OL 1 AmI.101. 0 = I I I I I , EXIST. I I I I UTILITIES I ---------------------- ----------- L------------- --------JI' DATE: 02 11 26 ! !EXIST. ' ' EXI T. STOOI/' / / 3 0 F 10 CELLAR / DOORI I III I I II I I III I I i I III I , I III I I I I I III % I I Ih L---- ----J --------I---_---- III I O. ------------ Historic Preservation Commission A-201 Rosoiution #: f 3 , �. A-201 `- F OFOSED FIRST FLOOR DEMOLITION PLAN PROPOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" DEN AL>= 5*%,r�vl'150L EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.5. 5TL. U Q EXISTING TO REMAIN WHEN APPLICABLE) LU H OW NEW WOOD FRAME (L.O. NEW FOUNDATION WALL = W cu 5TL. WHEN APPLICABLE) IRE RATED MIN. (2) 2"x4" STRUCTURAL V U © a _N WOOD FRAME (L.O. S,TL. POST FOR 4" WALLS Q � WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL Z o D 0') P05T FOR b" WALLS), U.O.N. Q -� } C09 NEW 2-HR FIRE RATED _ WOOD FRAME (L.O. STL. 03 / NEW PLUMBING WALL � O CV Z 0 WHEN APPLICABLE) LU CL •CU LO �. 0 c p 3 CV O 0 C9 FLcOOR PLAN NOTES A-2o2 PLATFORM Q Q -J N O c6 NEW CONDENSER m L 0 m •�, DOOR NOTE: NEW LAUNDRY LOCATION: Z a oa � o OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW 14'-10' 6'-O WA5H / DRY HOOK UP LUPLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. d DOOR DIM.'s w/ SIZE 3'-�2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OF EQUIP. PLANS BY 'ANDER5EN A-5ERIE5 (5TORMWATC141Y (OR 3.PROVIDE HOOK UPS AS REG'S PER MANU. Q N EQUAL). NEW CCLO 3.SUBMIT MANUFACTURER'S SHOP DRAWING FOR 'FINAL NEW DECK C LO TO BE INSTALLED OUTDOOR a � � REVIEW BY ARCHITECT DRYER EXHAUST NOTE: SHOWER A.G. W 4.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR 51STER NEW UNIT Q SEE DESIGNATIONS d DOOR SCHEDULE. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 2 5TUD5 TO SISTER NEW STU S TO EXISTING STUDS (� 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR IWALLS, OPENINGS EXISTING STUDSk r 1 106 LW >: a >' U.O.N. 3. DUCT SIZE AS PER MANU. b.INSTALL AS PER MANU 5PEG.'s 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - ...I Z Z -1. PROVIDE (2) 2"xI0" HDR., U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 0 10'-O" 13'-4y2" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 70 _ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM NEW 24510 ANDERSON Q E" Z 1 STAIR $ RAILING NOTE: SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 400 SERIES WINDOW EXIST. m Z w O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" EXCEED & FEET AND SHALL BE LISTED AND LABELED BATHROOM T Q ✓ LU Tr - RISERS SHALL BE CLOSED IN ACCORDANCE WITH UL 2155A. PROP. 5o S.F. A W Ix Z W 2. GREATEST RISER HE15HT IN A FLIGHT OF STAIRS SHALL 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID STOOP � 0 z M NOT EXCEED THE SMALLEST BY MORE THAN 9". METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 1 1 w 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR (W DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL IDTHS: 105 LUZ 110 x x Q 4.1. BETWEEN CLEAR HE15HT B HANDRAILS: 56" MIN. SCREWS LU W 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: MIN. R. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER i- 2-b..-� 3 = Z Q 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDE:S: 27" MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE FA-301 NEW DOOR 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LES35 THAN MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -I b'-4y2" A�301 LLLJ U) O O ONE SIDE OF EACH FLIGHT OF STAIRS CONTAkININO FOUR FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0' 12'-bye" EXIST. Q OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4 0 GARAGE Q Z �- (6. GUARDRAILS SHALL BE PROVIDED FOR OPEN4-SIDED NOT INCLUDE THE TRANSITION DUCT. =ry 13 W LU WALKING SURFACES LOCATED MORE THAN 5C" ABOVE N 0- Q 0 W FINISHED FLOOR OR ORCtiDE, 8 WHERE SHOWN' ON PLANS. NEW CONCRETE SLAB = V m -I. 36 HIGH GUARDRAIL 6 SPINDLE SPACING NOT TO _ _ ALLOW PA55A0E OF A A" 0 SPHERE;36" HIGFH O RESERVED HANDRAIL. a UNCONDITIONED SPACE log W = W C5 (D 8. 6RIPPABLE RAIL AS PER: CODE. NEW P UMBINS XTURES: -1GEIL. 8 WALLS TO BE F_- p LUq. RAILING TO BE WOOD. g ALL NEW PLUMBING(FIXTURES TO COMPLY WITH PG 405. - SURFACED W/ TYPE X 5/8 GYP. BD. = O TYP. I HR PARTION UL: DE51ON U 505 O Z Lo SMOKE DETECTOR / GO DETECTOR NOTES:. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. AT EXIST. U .�-I a Lf) OI. CONTRACTOR SHALL PROVIDE CODE COMPLAANNT - BEDROOM SMOKE /CARBON MONOXIDE COMBINATION DE N DETECTOR NEW FLOOR: _ C LU P..2 Q T1 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 2.INTERCONNECTION BETWEEN NEW d EXISTING DE:VICE5 SCREW PERIMETER OF SHEATHING b" O.G. 8 12" O.G. SHALL NOT BE REQUIRED WHERE EXISTING AL)4RM5 INTERIOR. q ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION 3 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 3 O PER GENERAL ELECTRICAL NOTES ON PAGE G•-002. NEW TILE FLOOR: _ X___X_________IX X X X X (tj FAUX 4.SMOKE / GO DETECTORS TO MAINTAIN 5' MIN. 10 1. NEW TILE FINISH (H.O. TO SELECT) UPON N SM/CO ] 0 MAN DOOR 108 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.I " MUDSET (LEVELED PROPERLY) UPON �' U 5 # OPENINGS TO BATHROOMS w/ SHOWER OR TUB. 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 5. INSTALL ALL AS PER MANU. SPEG.'s PROP.in ' ' ' ' FRO P D NET I CASE (0..SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.NEW " PLYWOOD SUBFLOOR BENEATH (SLUE d SCREW); z _ N IN COMPLIANCE WITH LOCAL CODE SCREW PERIMETER OF SHEATHING 6" O.G. 3 12" O.G. ® q'-4Y2' \ p PWDR. 2 cr! INTERIOR. 2'_1" 5'_q" ELM UPI R5. B D M. ui f O O 1.WIALL NEWNOTE: INDOW5 B DOORS SHALL BE ANDER.SEN 1I NEW GUTTER IOq I'-I I" 104 \m �102 ��3-3 3 i--i--1-- P I Rls. 2 D Loon----- ------ -------------`� - PROPOSED--- I :01 A SERIES (STORM WATCH) CASEMENT, DOUBLE HUNG, OR O SEE SPECIFICATIONS AT ELEVATION NOTES. PITCH GUTTER EX1571NS TO REMAIN I ~ Q GLIDING (AS NOTED). INSTALL AS PER MANU. SfPEG.'S. TOWARD LEADER ON EITHER SIDE. -501 TT23'-q" (NO WORK) + a z 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; _ - SEE DESIGNATIONS d WINDOW SCHEDULE. �� �� rR EN 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WIINDOWS 12 NEW LEADER DOOR s I\ N 0 w AND DOORS" ON PAGE 5-002. SPECIFICATIONS AT ELEVATION NOTE O 4.ALL CASEMENT WINDOWS TO HAVE STRAISHT ARM HIND 101 3 EXIST. v' I w U Q 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH NEW REINFORCED P. GONG. SLAB SM/G HALLWAY I w b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 13 I. NEW 4" THK. P. GONG. SLAB w/ b"xb"-10/10 W.W.M. UPON EXTEND EXIST. Uj U- 6.1. FOR ALL SKYLIGHTS b OPERABLE PANEL5 OF 2. 6 MIL POLY VAPOR BARRIER UPON COVERED PORCH I -� SWIN51N5, 5LIDIN6, b BIFOLD DOORS 3. 4" (MIN.) GRAVEL BASE } TO ALIGN W/ EXIST. = Q' FACADE. 6.2. WITHIN IS PROPOSED " OF F.F. I _______ _________ -------- ` N Wk3 6.5. WITHIN 24" OF A DOOR EXISTINRE-MAIN .4. WITHIN 5TAIRWAYS 4 WITHIN 36" OF A L.ANDING 1 O 6 6.5. WITHIN TUB/SHOWER ENCLOSURES G WOR 0 m b.b. SEE AL50 GENERAL NOTES ON PAGE 0-002 1. SEE PAGE 0-002 FOR FRAMING ELEMENTS AROUND X O N WINDOWS (TYP. FOR ALL) U.O.N. Y U 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER D w p' NYS R312.2 FOR OPERABLE WINDOWS WITH SILL- HEIGHTS N D 0 O 6� LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" THIS HATCH INDICATES EXISTING AREAS TO REMAIN v c� W 0 ABOVE GRADE OR THE ADJACENT SURFACE A7 THE Q BUILDING EXTERIOR. I MODIFIED m wI X LIVING ROOM o w a EGRESS NOTE: 4 IN COMPLIANCE WITH NEW YORK STATE BUILDING NO WORK CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF REPAIR, RESTORE, AND N EGRESS SHALL BE FOLLOWED: MATCH EXISTING (5HADED) , EXIST. ADJACENT SURFACES. w � CO �- N I•NET CLEAR HEIGHT............... 2 " MINIMUM I PORCH p o NET CLEAR WIDTH................. 20" MINIMUM FIREPLACE TYPICAL BATHROOM NOTE: O I. WALL BOARD REPAIR, RESTORE, AND NO HORK. X PROJECT: I.I. INSTALL MOISTURE RESISTANT G VERED 1\ - YPSUM BOOARD IN MATCH EXISTING (SHADED) ALL BATHROOMS ADJACENT SURFACES. EXIST. 1.2. INSTALL CONCRETE BOARD IN ALL SHOV44ERS AND _J COVERED 1 ��n> 2440 TUB SURROUNDS PORCH ---- - -i--- - -------2 ---7--- 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ] . ---------« �'l ----- +------- EXIST. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOcOT � /' DEN TOWARDS DRAIN) UPON ` EXIST. 2.5. WATER PROOF MEMBRANE TO COVER SH40WER KITCHEN FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS X r -- X j 2440 VILLAGE LANE ORIENT, NY 11957 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN X EXIST. DINING PAGE: ROOM X A 102n0l EXIST, UTILITIES DATE: 02/11/26 4 OF 10 76XIST, HISforiC Preservation Commission EX ST. ' STOOP GEL AR X X N Resolution#: •� .�oa2f�. � DOOR w Dated: REPAIR, RE°STORE, AND MATCH EXI5TIN5 (SHADED) ADJACENT SURFACES. B A-201 �O a i=R0F05FD F I RST FLOOR PLAN SCALE: 1/4" = 1'-0" I i 0ENE AL E%,,r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � a WOOD FRAME (L.G. 5%. U Q EXISTING TO REMAIN WHEN APPLICABLE) F- O NEW FOUNDATION WALL lJJ 0� NEW WOOD FRAME (L..G. � = J M coTL 5 . WHEN APPLICABLE) \\I, U � NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q M WOOD FRAME (L.G. STL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0') Z O 0 POST FOR b" WALLS), U.O.N. Q - 7 } W 0 NEW 2-HR FIRE RATED 0 NEW PLUMBING WALL ,O N Z O WOOD FRAME (L.G, _:TL. 3 d WHEN APPLICABLE) W CL 'ca LO Q c 2: p .� CV FLOOR PLAN NOTES A-202 Q m •�N � a--� LO � cu DOOR NOTE: NEW LAUNDRY LOCATION: D W < N O a � OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW WASH / DRY HOOK UP PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. 4 DOOR DIM.'s w/ SIZE 2.INSTALL NEW EXTERIOR DOORS NHEN GALLED OUT ON OF EQUIP. PLANS BY 'ANDERSEN A-SERIE5 (STORMWATCH)' (OR 3.PROVIDE HOOK UPS AS REQSS PER MANU. Q N EQUAL). LO 3.SUBMIT MANUFACTURER'S SHOP DRAWING FOR FINAL LO n , REVIEW BY ARCHITECT DRYER EXHAUST NOTE: B B 4 Q W 4.NOTE DOE5 NOT INDICATE EACH NEW DOOR PROPOSEID; I. DUCT SHALL TERMINATE TO EXTERIOR U SEE DESIGNATIONS 4 DOOR SCHEDULE. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 4 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, OPENINGS 5-6 W >: a U.O.N. 3.DUCT SIZE AS PER MANU. r------=-------------- W 6.INSTALL AS PER MANU SPEG.'s 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER ; ', _ - Z ------ --- ______LINE-OF SLOP _____ 'I. PROVIDE (2) VxIO" HDR., U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I' - LINE OF FLAT CEILING = J Z �, PROPOSED FIRST , .. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM FLOOR STOOP STAIR $ RAILING NOTE: SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO BELOW LINE OF SOFFIT a Z W V U ■ O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 8 MIN. 10" EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ;I I _0 1,-5 � Q W_ W Tr - RISERS SHALL BE CLOSED IN ACCORDANCE WITH UL 2158A. W Lu ~ 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID ' q = Z _ NOT EXCEED THE SMALLEST BY MORE THAN ". METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 206 3. HEADROOM IN STAIRWAYS SHALL. BE AT LEAST b'-8".• RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O Q H+6 G WATER FCOR SHOWER 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL 18I-II" Ib'-2 ,� Q W Z 4.1. BETWEEN CLEAR HEIGHT I$ HANDRAILS: 36" MINI. SCREWS PROP. 4 CC W W 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN.. 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER _ WALK-IN G 0 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MMIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE A-301 �, CLL• A-105 Z Q r l 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I_I 0 I-I W 0 O V ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° m 55 S.F. B ~ 0 Z OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES K V J O LJ J b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED NOT INCLUDE THE TRANSITION DUCT. 203A13 WALKING SURFACES LOCATED MORE THAN 50" ABOVYE FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLAINS. PROPOSED 2O1 W n. Q U LLJ T. 56" HIGH GUARDRAIL b SPINDLE SPACING NOT TO - BEDROOM [t] = m • ALLOW PASSAGE OF A 4" (p SPHERE;56" HIGH O RESERVED NEW PERIMETER 3I6 S.F. in OIL tl _ C~jU � � n1 HANDRAIL. GUARD RAIL 5CREEN -_' _ m \ 5 8 to iv W W �/ 5. 6RIPPABLE RAIL AS PER CODE. DOOR q. RAILING TO BE WOOD. NEW PLUMBING FIXTURES: L; q m PROPOSED ~ C ) W � SO ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2 �j; 5 THROOM(B) ' O = Z OSMOKE DETECTOR / GO DETEGT'OR NOTES: SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6 002. i -N 64 5 P it V U (� LO 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT r- PROPOSEID i 01 (� z � ado SMOKE / CARBON MONOXIDE COMBINATION DETECTOR: NEW FLOOR: DECK L 202 3 \ 4 Q CN W t l Z (V U1 HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O i, NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); Ibo S.P. zi 2.INTERCONNECTION BETWEEN NEW B EXISTING DEVICES SCREW PERIMETER OF SHEATHING 6" O.G. B 12" O.G. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS INTERIOR. SCREEN V�� /CO ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION ( DOOR ELECTRIC L] 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 0 L HEATING 4.SMOKEE/ GO DETECTORS TO MAINTAIN 3AM NG-002. 10 PER NEW TILE FLOOR: MAT I. NEW TILE FINISH (H.D. TO SELECT) UPON6-lOy2HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGT5 „ 2038$ OPENINGS TO BATHROOMS w/ SHOWER OR TUB. 2.I MUDSET (LEVELED PROPERLY) UPON3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON5. INSTALL ALL AS PER MANU. SPEC.s �6.SMOKE DETECTOR AND CARBON MONOXIDE DETEGTORZ 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SGREI�U; f IN COMPLIANCE WITH LOCAL GODS: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® SM/GO pN2 I ® 7 I /1 " ----- PROPOSED-- I 0 INTERIOR. m I I m 01 WINDOW NOTE: O4 I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN NEW GUTTER FARO OSED EW 5TAIROASE � � 5-7y2 3'-O" I � EXISTING TO REMAIN A-SERIES (STORM WATCH) CASEMENT, DOUBLE-HUNG, OPR 11 SEE SPECIFICATIONS AT ELEVATION NOTES. PITCH GUTTER (NO WORK) + Z ==1--- Q 2.NOTEINDOESSN00T INDICATE. IN57ALL AS PER MANU. 5FEC.S.EACHEACH NEW WNDOW PROP05IED; TOWARD LEADER ON EITHER SIDE. A-301 I 2'-IjY2" ZI SEE DESIGNATIONS 8 WINDOW SCHEDULE. - p 3.FOR SUBSTITUTIONS 5EE NOTE #q IN "GLASS WINDOWS 12 NEW LEADER _3 1' 2 z 2 Z d 204 Lu AND DOORS" ON PAGE 6-002. FF GPEGIFIG / ul Q�,min m U 2I 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINv I I Q 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH NEW REINFORCED P. GONG. SLAB I i / Zm ® 3'-j/:2 II'-3y2.. W LL b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 13 I. NEW 4' THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON \ 1 EXTEND EXIEST. 6.1. FOR ALL SKYLIGHTS 8 OPERABLE PANELS OF 2. 6 MIL POLY VAPOR BARRIER UPON COVERED POPRGH O Q 5WINGING, 51.IDIN6, 8 BIFOI_D DOORS 3. 4" (MIN) GRAVEL BASE PROPOSED L I!II----L__.JI_ 1_iJ_ --------- -3-- ----------- ---5 -==--J N 6.2. WITHIN IS" OF F.F. ----------------- --- 6.5. WITHIN 24" OF A DOOR EXISTING TO REMAIN X SM GO X O 6.4. WITHIN STAIRWAYS 8 WITHIN 36 OF A LANDING O 6.5. WITHIN TUB/SHOWER ENCLOSURES (NO WORK) m 6.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 g 7. SEE PAGE 6-002 FOR FRAMING ELEMENTS AROUND O N WINDOWS (TYP. FOR ALL) U.O.N. Y V 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER cV N W O NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEEI6HTi 5 [6N 0 z 0 U LE55 THAN 24" ABOVE F.F., THAT .ARE MORE THAN -12'. THIS HATCH INDICATES EXISTING AREAS TO REMAIN ; / V Q Lu o w p ABOVE GRADE OR THE ADJACENT SURFACE AT THE ; E Q BUILDING EXTERIOR. O w Q EGRESS NOTE: BEDROOM Ir IN COMPLIANCE WITH NEW YORK STATE BUILDING EX IST. CODE, SECTION R310.2.1;THE FOLLOV41NO MEANS OF NO WORK. BEDROOM NO WORK. N EGRESS SHALL BE FOLLOWED: REPAIR, EXIST. REPAIR, NET CLEAR OPENINS........... 5."i S.F. RESTORE, 1 RESTORE, AND w x ri HALLWAY x MATCH EXISTING a N NET CLEAR HEIGHT............... 24" MINIMUM AN EXIST NG (SHADED) O NET CLEAR WIDTH................. 20" MINIMUM TYPICAL ATHROOM NOTE: ADJACENTCHIMNEY ADJACENT B ' SURFACES. PROJECT: O I. WALL BOARD SURFACES. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN EXISTING Pol ROOF EXISTING PORCH BELOI��I ROOD'BELOW 2440 ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AMID TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FINISH H.O. TO SELECT) UPON NEN 2.2. CONCRETE MUD-5ET (SLOPE Ile?" PER FOOT / SHOWERx36 y TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 8 ATLEAST 18" UP WALLS 1 2440 VILLAGE LANE X -- 5 a 10 �- ORIENT, NY 11957 \ EXIST. x DRAWING TITLE: BATHROOM(G) 8 T ------------------- ----- ----- ---------- b ExI , PROPOSED SECOND FLOOR PLAN Iu L----------------J a iii EXISTING ROOF PAGE: ---- � ------------- r_ BELOW ` L------------- -J- -------------- -- -103m0l L--------------------------------------------------L L----------------------------- I DATE: 02/11/26 5 OF 10 Historic Preservation��� � Comlmission 4tolution -------------- ------------ �._. . i REPAIR, RESTORE, AND MATCH EXISTING (SHADED) ADJACENT SURFACES. ,, ' } g A-201 Om ,``^ r• FROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1'-O" i OENERA - <Er : NEW PARTIAL HEIGHT 12 - � EXISTING TO BE DEMOLISHED LEADER 12 a i WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) w � c NEW WOOD w FRAME (L.G. NEW FOUNDATION WALL I W O W OI STL. WHEN APPLICABLE) = __- - - -_ -----` _-- - - _-- I = _ Q N NEW I-HR FIRE RATED POST FOR 4" WALLS --- - _---__- -__---- --__- - emu_ �-s _ _:. - Q •�' MIN. (2) 2 x4 STRUCTURAL c Lo WOOD FRAME (L.G. STL. El WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I __ POST FOR 6" WALLS), U.O.N. -_--_ . _-__-- - _ - it -6 O - - -- -- --- - ---_- - -- _-_ - Q O NEW 2-HR FIRE RATED - -- - I' i >: f'o WOOD FRAME (L.G. STL. 05 NEW PLUMBING WALL _ I +'i •O C N Z O WHEN APPLICABLE) I _ -_ -- -- - - _ - I w C •co c X N - - --- - _-_ _ -_�- _ - I O O O � -- DOOR SCHEDULE - _ _.�.T._ - _ , CD � m � � DOOR MATERIAL - - I _ _ - =- a PROPOSED =- - -- - I W Q a O FIRE RATING I _ _ ROOF --- -O -- � � - � _.,,...,. �-y,�_,,_� �psi ...�- �� _ ��=—�a-ak_�— ----�----- 45 MIN. RATED .�_-_-=t� - _.- --� _-.:, _:- -:-: _- _� -s-:__s--�_ TAG DESCRIPTION ROOM ]LOCATION MANUFACTURER -a N NOTES I III WIDTH HEIGHT � � � SELF CLOSING -'_-- - _ _—_ __ ----- — — — - I L j `N _ _ _ I 0) n , FIRST FLOOR -- -- - PROPOSED I -- - - _ _ - _- _- - IIII Q � W -- - STORMWATGH DECK I ,- ":12- _�4 � , ( I IL U 101 SWING PORCH TO HALL ANDERSEN 5'-0" 6'-8" • W/SGREEN - 12 - Lu iw y: a: z HALL R POWDER = J Z Z I 102 SWING � ROOM JELD-WEN 2'-6" 6'-8" I - �J70 Ix 105 SWING HALL TO CLOSET JELD-WEN VIF 6-8 - _- _-- _ -- -- Q _W W -- _- -- -. �. �- SWING HALL TO BEDROOM JELD-WEN 2'-6" 6'-8" 104 • I - - - - _- - - _ _ __- _�- - �/ T � ___PROPO_SE_D__ ----- -- — - -- -_ - — - - I w 0 z 105 - � _ - - _- ------ EXISTING TO REMAIIN W Z Q SWING BATHROOM A JELD-WEN 2-6 6-8 - • (N WORK) a ~ GARAGE TO -�-- �LI� Z 106 DBL SWING ANDERSEN 6-O 6-8 • • STORMWATGH 3__- _�h_=__ � _-_________ EXTERIOR -- ___T___T__J �I (2) 2'-8" MAN == NEW FLAT ROOF TO I 0 0 r 1 DOORS MULLED TO "- FOLLO ROOF AGENT _- I I 0 0 it L 14-5 8-O GARAGE, _- ' Z 107 GARAGE CUSTOM 8-O • • LU TOTAL RIGHT TO BE Q. 0 W OPERABLE, LEFT PROPOSED Q U TO BE FAUX ------ ------------� _ . . m ---�---ter , �lF ------ -- EXISTING To EMAIN -- -- - 1 (,108 -IF- SWING ENTRY T70 GARAGE JELD-WEN7F 2'-6" 6'-8" it ____ __ � LIF [� ` (NO WO K) I I I w w 0 n 1 1or-1F SLIDING BE12RZOOM TO ANDER50N 5'-4" 6'-8" • • STORMWATGH I I = Z Lo r �FPCJRG� - --- ----- �_ ] W/SGREEN I V rI c� Ln � CflZI` I10 SWING BEDR=To THERMA 2'-6" 6'-8" � 5TORMWATCH I Q CV W r-I 51 SECOND:_] 7] FLOOR _ _ I _SWING HALL TOBEDROOM JELD-WEN 21-6 -y--oll l� NO WORK. 202 DBL SWING DECK TO BEDROOM ANDERSEN 6'-O" '7'-0" • , 5 ORMWATGH EXIST. (INSWING) W/5CREEN5 FLAT ROOF TO 3'-O " � REMAINANDEREN 7-O STORMWATGH I o205A FIXED ESTORMWATGH EXIST. II EXIST.205B FIXED ANDERSEN 5'-O" ROOF TO ROOF 70 :Z Q � j REMAIN I REMAIN204 SWING HALL 'TO LINEN JELD-WEN I'-6" 7'-O" I •� z �j 205 RESERVED � I I I w I�J NO WORK V Q 2067F SWING HALK�0OL0 ET JELD-WEN 2'-8" 7'-O" I I 3 J �0 207 SWING CLOSET TO JELD-WEN 2'-8" 7'-O" • I = a BATHIROOM B Fin 0 o N� Ln wO Do z WINDOW CHART I w I I U EGRESS CLEAR LIGHT VENT to ROUGH OPENING WINDOW DIMENSION OPENING PROV. PRO\/. N TAG COUNT TYPE MODEL # WIDTH REQ D: 20 TEMP. __ w I :� I PER T I PER IT III III II, HEIGHT REQ D: 24 a IL--------------- a _ H Q N OPEN REOV: 5.'1 S.F. (S.F.) (S.FJ liii liii ------------- III � O WIDTH HEIGHT WIDTH HEIGHT J--------------- EXIST. r --_- -. -- r-- _-_--- r r ROOF To - - ' PROJECT: A 4 DOUBLE-HUNG ADH5048 (570RMNATCH) F F3'-O" 4'-&" 2'-114" 4'-74" IF q.06 5.16 REMAIN B 5 DOUBLE-HUNG ADH2544 (5TORMWATGH) 2'-8" 4'-4" 2'-74" 4'-5 7.11 4.12 2440 G 1 DOUBLE-HUNG WDH2510 (STORMWATCH) 2'-6 4-O 2-5 4-o9 I I I III BT I DOUBLE-HUNG ADH2a44 (STORMWATCH) 2'-8" 4'-4" 2'-74" 4'-54" 7.11 4.12 I I � III 2440 VILLAGE LANE I I I III I I I III I I I III ORIENT, NY 11957 I I I I I I I I I Iti 4 I I I I I I I ----------- --------------- I I I I I I II I ,---------- DRAWING TITLE: I I I,I I ----------- PROPOSED ROOF PLAN PROPOSED WINDOW AND DOOR SCHED. PAGE: Rist�rl� �mmlSsion A-104m0l flCJ6/fM 7.�if�r' A�' Dated: DATE: 02/11/26 6 OF 10 FROPOSE -) ROOF PLAN SCALE: 1/4" = 1'-0" if l i PORTION TO I EXISTING BE REMOVED I TO REMAIN ELEVATION NOTES OI HATCHED AREAS INDICATE NEW WORK (TYP'J --___ - --- -- V Q W M LLJ Ow PROVIDE CONGEALED FLASHING AT ALL ROOF -- INTERFACES. \ _ . _I Cu TWO EXISTING ON NORTH CY) RS O3 ROOFING: ELEVATION TOE BE REMOVED Q N TYPICAL I. SEE NOTE AT BUILDING SECTION FOR MINIMUM NO WORK Q CONSTRUCTION STANDARDS Z 2. NEW WHITE DUROLA5T EPDM ROOF MEMBRANE Q _ O >; CO OTYPICAL SIDING: i O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM � O c N z �i GON5TRUGTION STANDARDS W 0- V) ,Y 2. PROVIDE AND INSTALL CEDAR 5HINGLE5 AT M1AND5ARD SLOPING ROOF TO MATCH EXISTING HOUSE IN MATERIAL, REMOVE EXISTING CEILING FRAMING, -- - — - X N SIZE, DECORATIVE DESIGN DETAIL, SHAPE, FINISH AND ROOF STRUCTURE d DORMERS 0 O O Q .- LAYOUT ZQ � 0 m � O5 NEW SEAMLESS GUTTERS $ DOWNSPOUTS; (-rYF) ROOF 3 CEILING FRAMING TO Z Q O a 0 BE REMOVED d REPLACED W/ W STRUCTURE FOR NEW ROOF DECK REMOVE ONEW LATTICE TO MATCH EXSTING jQ N EXTEND EXISTING PORCH PER PLAN AND ( 'El L0 � n , O MATCH EXISTING CONSTRUCTION DETAILS A'T cp W DECK FRAMING, ROOF FRAMING, FASCIA, RE VEE: RAILINGS, AND FACADE MATERIALS AND �� REMOVE REMOVE Q V EXTERIOR SOFFIT LLI -T7W � o: > PROVIDE AND INSTALL HORIZONTAL CEDAR J Z 0Z Ll O BOARDS TO MATCH EXISTING IN FINISH. PAi1NT 1 Q Z U -�J TO MATCH EXISTING HOUSE. Z � PROVIDE AND INSTALL 3-O HIGH HANDRAIL. Q W W = v O CEDAR 1�" SQUARE BALLU5TERS AND 5" TOF Z W RAILING LLI z Q J M 10 FACIA/SOFFIT/WOOD TRIM OVER NEW DOOP5 -J � Luw0 NEW WOOD TRIM AND DECORATIVE PEDIMEP'iTS I Z Q II AT AREAS OF NEW WORK TO MATCH EXISTIPNG I 0 U REMOVE EXISTING FIRST FLOOR WALL d 0 Z cr L_ HOUSE WINDOWS IN MATERIAL AND DETAIL. W � ROOF TO ACCOMMODATE EXPANSION OF OW/ WOOD FAG A AEYEBRON �D OVER OARAOE GEI:>AR ROOF SHINGLR�S EXISTING COVERED PORCH W Q V W 12 A . I DEMO NE57 ELEVAT 1 ON (REAR) °- � m PROVIDE AND INSTALL REPLAGEMWNT V (, it (1) n 1 13 ARCHITECTURAL DENTAL DETAILS TO MATCH SCALE: I/8" = I'-O" W W 0 �✓ EXISTING HOUSE IN DIMENSION = 0 Z ISM r-i� Lo PROPOSED EXISTING (DZP` Q N W t l THIS HATCH INDICATES EXISTING AREAS TOE REMAIN I TO REMAIN I 2 3 10 - - ,11-11.[1.11J-L�,al1LI1,11JJ_.�],1iJ1IY.IW�1.1.11J-JI.II_11I,�,1�JJ��11._' I NO WORK o � o i � p z 4 - -- ---- -- d _z J O --- -- - -- w U_ --- ------ - ----------- ---------- -. .- O O $ --li--- - EXI57. w Z X � p V = 101 I ! X LZu 0 w G O O O O w al Q — W e-I k � — N 8 _LL LLLLLL Q �- p o 6 , I MATCH EXISTING RAILINGS, DETAILS, MATERIALS FOR NEW PORCH EXTENSION. X PROJECT: PROPOSED NEST ELEVATION (REAR) 2440 SCALE: 1/4" = 1'-0" I PORTION TO I EXISTING PROPOSED I EXISTING BE REMOVED I TO REMAIN I TO REMAIN 2440 VILLAGE LANE ORIENT, NY 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS NO WORK PROPOSED EXTERIOR DEMOLITION NO WORK ELEVATIONS I I � REMOVE'_ EXISTING FIRST FLOOR WALL b ROOF TO ACCOMMODATE EXPAN5ION q OF EXISTING COVERED PORCH - ----- - 3 2 I I REMOVE ROOF AND GEII_IN6 Historic Preservation Commission A-201m0l FRAMING d REPLACE W/STRUCTURE FOR NEW ROOF DECK Resolution #, © (o SEE STRUCTURAL DRAWINGS — DateCl� RE 4 DATE: 02/11/26 7 OF 10 _ ILREMOVE EXISTING DOORS C, E3 . 1 DEMO NORTH ELEVATION (fib I C HT SIDE) i ROP05ED NORTH ELEVATION (R I C HT SIDE) SCALE: I/8" = I'-O" SCALE: 1/4" = 1'-0" �a SOUT TOWN OF SOUTHOLD BUILDING, DEPT. Co m, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [�RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o J kv ion 104 1 1 ki'�" po 12,6 t2 L)i 1'� o DATE AW 16o?5- INSPECTOR nFc � r 20�5. D TOWN OF SOUTHOLD HISTORIC PRESERVATION MMISSION CO —�-�,,�� ma`s"' —�-d'�� --�'S-`'� o� �'�`' F - EVEN KEEL HOME SERVICES December 16, 202 nl=�: t, [R TOWN OF SOUTHOLD To: Southold Town Zoning Board HISTORIC PRESERVATION COMMISSION Re: 2440 Village Ln, Orient NY12/16/25 Building framing inspection report ("exceeding scope of framing as approved by zoning and HPG' I am writing in my capacity as the licensed contractor for the project at 2440 Village Lane, Orient, NY to explain why certain framing work may have exceeded the scope shown on the plans previously approved by the Zoning Board. During the course of demolition and construction, concealed conditions were discovered that were not visible at the time the original plans were prepared. Specifically, portions of the existing wood framing were found to be severely deteriorated due to rot, moisture intrusion, and age-related degradation. The required removal (part of the demolition plan) of an LVL header resulted in the northwest wall to no longer be structurally sound and posed a risk to the integrity and safety of the structure. In two locations (north east corner of the garage and northwest corner of the garage), the integrity of the foundation was compromised resulting in needing to remove framing members to access the foundation and make the needed repairs. Based on these field conditions, it became necessary to remove and replace additional framing beyond what was originally anticipated. This work was performed solely to restore structural stability and to ensure compliance with applicable building codes and safety requirements. The additional framing was not intended to expand the structure, alter its footprint, height, or use, nor to seek any zoning relief beyond what was already approved. All corrective work was limited to addressing the unforeseen deterioration encountered in the field and maintaining the original design intent to the greatest extent possible. The decision to proceed was made in good faith to prevent unsafe conditions and further damage to the structure. I respectfully request the Board's understanding that the expanded framing scope resulted from unavoidable field conditions and was necessary to protect the safety, durability, and code compliance of the building. We ask that you remove the violation or issue a De Minimus approval, so that we may proceed with construction. Thank you for your time and consideration. Please feel free to contact me should you require any additional information. Sincerely, Robert Wayde Bennett Even Keel Home Services, Inc. Fuentes, Kim From: Fuentes, Kim Sent: Tuesday, December 23, 2025 9:56 AM To: - ff Cc: Subject: FW: HPC - 2440 Village Lane - PLEASE OPEN AND REVIEW - SECOND REQUEST Attachments: 2440 village -from applicant's GC Wayde.pdf; 2440 village - recvd from Nancy M..pdf; 2440 Village Lane, LLC_Molly McNairy- 2440 Village Ln.pdf Hi All, On December 17, 2025, I informed you of the demolition to the attached garage located at 2440 Village Lane, and provided you with the Laserfiche file. Since Laserfiche has not been fully functional, I've attached a portion of the HPC Certificate of Appropriateness file. Again . . . Please let me know how you wish to proceed. The ZBA will proceed with their review once the HPC makes their decision. I can request that the applicant attend the work session on January 15, -2026, and add the matter to the January 15, 2026 agenda. Again, let Me know of your concerns. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim�a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 EAFORTANT: Fuentes, Kim From: Fuentes, Kim Sent: Friday,January 16, 2026 3:48 PM To: Subject: HPC - 2440 Village Lane Hi All, Today, I spoke with the Building Inspector, John Jarski, who informed me that he spoke with the GC, Wayde Bennett of Even Keel Home Services (appeared yesterday at meeting with Peter Marren) Wayde was instructed to do the following: 1) Weather tighten 2) Finish renovating the bathroom 3) Complete rough framing inside 4) Finish HVAC John J. agreed that we should receive new revised plans from:the applicant. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kima southoldtownnv.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IWORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. 1 Peter MARREN AIA LEED AP D MARREN AND NEWMAN ARCHITECTS D 2610 Orchard Street, PO Box 532 np r 1 I 1 i75 Orient NY 11957 TOWN OF SOUTHOLD pm@marrenandnewman.com HISTORIC PRESERVATION COMMISSION 9179925369 16 December 2025 Town of Southold • Building Department • Zoning Department • Historic Preservation Commission Re: 2440 Village Lane,Orient NY Building Department Inspection Report, 12/16/25(attached) We have attached a floor plan diagram illustrating the physical conditions at the site that show the extent of the new framing that was required to safely continue with the work. During the initial phase of the construction on site,it was discovered that certain areas of the existing wood framing were damaged and/or deteriorated. Adhering to the best construction practices and standards, it was determined that these studs should be removed and replaced.That was the most professional and responsible way to proceed. Please be advised: this resulted in absolutely NO increase in the footprint of the existing building and NO increase in floor area. There will be NO physical change to the appearance of the project as described in the approved plans. We respectfully request you remove this Violation,or issue a De minimus approval to allow the construction to proceed in accordance with the approved Permits. If you have-further questions,or requir REO nformation,please let us know. G�S� Peter Marren AIA n ti 0 11r03 /VFW Y OQ`�. cc: Anthony Portillo,AMP Architecture GENERAL SYMBOL <E`r': PORTION OF DRAWING - me � VUSTIte TO W M"Ml w M FAR A &AN► A101.00 exISTIN6 TO RETMJN "ONi M. DATED 8/07/25 O NCH STL POD FNAOC -*. Dort FQOOGATWk AA L ® MOK pJ 2'x4•STRIGTIRAL SEE 5 PLAN I-R FIIZ RATW POW FOR 4'W4L1S 9 moop rw.^m(LA.sr- MN.(2)2'rb'STIRZTIRAL rO®1 APFLIGA BLEJ FMT FOR b'►A"W,WX NM 2-MR FIRE RATED WOOD FRAM!(Le.STL ® NCW RiO•BIN6 WAIL r#04 AFRIG.AMW 16Dec2025 �""FI�"'1pOM AND CAA N _ A2= KEY: 0VPOW TO ALL AMW MO Indicates exterior wall areas e>ar. w"A`N.. c+s a c4owv TcTXft that were removed and replaced ru"Ma , IN THEIR PRECISE EXISTING LOCATIONS ATvo6�TL S�Q(�TEE(► j���M !`I c� �t�1� due to field conditions uncovered during operations. As op"Com / Existing wood studs were found _ ___;___--__ to be deteriorated and/or eea damaged, requiring replacementtwo 1 II This has NOT resulted in a I � increase whatsoever M22Men _ �� in footprint Or , r-' 7 ��l{-r -� REMOVeexISTINs 1 floor area. Re►�„e ExISTTNe ST9gFRA1L•wALL c` ; ; 1 RE7AIR WAIL TOF16eM Na+ RQIDVe of N we►--m O ' •� Lelt�i 1/ •``� -----� L+WORrMAf.IRO nl M ----- sz i3 (-(� n �j NI M r----J -----1 -------------------s"L----- - r 1. 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