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Home My WebLink AboutTR-10943 �oc� Glenn Goldsmith,President ��0suF CMG Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski N a P.O.Box 1179 Liz Gillooly 0 �r Southold,NY 11971 Joseph Finora 'f'� �p� Telephone(631)765-1892 l� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/ constructed Project complete, compliance inspection S�FFO(,� Glenn Goldsmith,President 0�0 C'OG Town Hall Annex A.Nicholas Krupski,Vice President may` y 54375 Route 25 Eric Sepenoski coP.O.Box 1179 Liz Gillooly 0 Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Patricia Moore on behalf of Ross Trust TO: Please be advised that your application has been reviewed by this Board at the regular meeting of March 18, 2026 and your application has been approved pending the completion of the following items checked off below. X Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) Y2 Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 VCA- J;L TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees r•sa ePSS.4 ,:i t' tie'4�iii r ,°,000 hrrr . 'f'rrri....- ,,j,oo air'/ °1.i d rrra, "' �i aS�� '� i�es �C1 /ppr r v 1 pS�,• ae Q 1 f �� . 0Vi1 f��r ° a1 op + �, � °� � 1 r �•.•s ,�Z ��urs� ._,.a;eu.�w. wi�i�s�ere.�.:;�.cv�ars,uas�sc�c�s:+u��a.xJs.a;;x.as�,��:cis::u,.��s4�tr�rn�,c��:cu �:�J,r2..w:�a�!s�e�!e.�w+:.ea:awsrr,..��r<s;s�,a..Y�vea��.�t�w.µ.y+a�a..s�tiw��, v;,- i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10943 DATE: MARCH 18,2026 ISSUED TO: CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST ` a a i`y PROPERTY ADDRESS: 3340 PARK AVENUE,MATTITUCK SCTM# 1000-123-8-21 Sv`;ee-{jj AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in P ` accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2026,and in e consideration of application fee in the sum of$2,500.00 paid by CHRISTOPHER ROSS TRUST& MICHELLE ROSS TRUST and subject to the Terms and Conditions as stated in the Resolution,the Southold y , Town Board of Trustees authorizes and permits the following: Wetland Permit for the demolition(As Per Town Code Definition) of the existing two-story +� dwelling consisting of raisin the (1,547sq.ft. first floor footprint)dwelling finished floor elevation 13%on a new raised foundation (in-place) for basement with storage and utilities; '. construct a 544sq.ft.second story with 5'x17.6' balcony; irregular covered front stoop (5.6'x5'x8.1'x3.7' along front wall of dwelling then 41x5.5'x12.31); rear 4.111x6.4' concrete landing and steps; abandon existing septic system and install a new I/A OWTS sanitary system with sanitary retaining walls along driveway(exposed wall not to exceed 2' in height and •ys• ` screened with native vegetation);add fill for sanitary system using recaptured soil; new 500sq.ft.seaward deck; install a stormwater drainage system; install new water and electric lines,new a/c units; re-vegetate disturbed areas with native plantings; maintain a 4'wide access -. path to beach; existing vegetation seaward of edge of wetlands to remain natural and add beach y grass @10' landward of landward edge of upland vegetation; with the condition to establish "F and perpetually maintain the entire property as a vegetated non-turf buffer planted with native ' vegetation; all as depicted on the site plan prepared-by Samuels& Steelman,received on + ;• March 25,2026,and stamped approved on March 26,2026. e IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, d and these presents to be subscribed by a majority of the said Board as of the day and year written above. -A rL ^ f r> ,. off - v� I �uZfJ4.YY.C.s`.eiV�s"A'/i%.FYI`�.Y7`.7rt�7ai:YZi�7` ✓'3'i'Yk`�J'd+i.ra'I.YI�'I£.. ee"$e�YY3 f3r'r3ai'�.r'�`\S,i:�rhS��., 'ii' Re^ii$Y53'd"A6�1`.uRrYN+B.'"itiY�'�r4',i d37Y- t 6 e?f'ln,.r :,r � h e,ee / ( °°�f rOr(r 1 e'1 fi �•.�/ 1 i�•�,. o i�`` ,°4a. ^.rli 111 °°` ,d� I ,i�° � ,i,`, i,�? Y, TERMS AND CONDITIONS The Permittee CHRISTOPHER ROSS TRUST&MICHELLE ROSS TRUST 3340 Park Avenue,Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee. assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Permittee will obtain all other permits and consents that may,be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. ARCHITECTS: _ � E I NOTE:SEPTIC SYSTEM NOT FOR CONSTRUCTION.REFERENCE ONLY. '(( t k , '*_� SURVEYED BY 1 SITE PLAN BASED ON: MAY 31,2023 SEE CIVIL ENGINEER DRAWINGS FOR CONSTRUCTION - Lj f [ I 1 PAUL BARYLSKI LAND SURVEYING ELEVATIONS REFER TO 1988 NAVD ELEVATIONS SHOWN THUS \ r OAKDALE NY 11769 SAM U E LS+ MAR r� PHONE 631-294-6985 FEMA:TOWN OF SOUTHOLD 360813 IAA 2 5 20/� I FAX 631.627-3186 BFE MINIMAL HAZARD STEELMAN PAULBARYLSKI@YAHOO.COM COMMUNITY NO.36103CO482 / VEGETATION SURVEY BASED ON STAKING FROM: 3/1/24 25235 MAIN ROaD Southold-fovan / \ COLE ENVIRONMENTAL,425 MONTAUK HIGHWAY EAST QUOGUE,NY 11942 CUTCS3OGUE 4051935 \ eG� / P:631-369-9445 — — — Board of Vustees __-. \ c \ CONSULTANTS: —� "k //EDGE OF -----NEW CONCRETE -U �o� PAVE ENT \ 55°42'00"E RETAINING WALLTO NEW FINISHED A. 30.00' GRADE 10'-2"(2'MAX HEIGHT) NOTE:ENTIRE SITE TO BE NON-TURF VEGETATION AND TO BE PLANTED WITH C / WATER METE S STO K NATIVE PLANTS ONLY. ETAINING WALL m AT 2'AT GRADE \ 0 1 SOIL STOC ` --NEW STEP STONE E�N N 34.001, "E 0"I PILE i�R 1 7'S S � PATH 17.00' EA OWNER: Et � �R 11 N 55°42'cb0"W +/400Sf 69, EW SEPTIC LOCATION 6 OF TCHRIS AND 33 33' Y/' 9. C' 2 SCDHS APPROVAL R-24-0262 3 0PARKAVIEHELLE ROSS �• LAND NIF MATTITUCK.NY 11952 •9� 1 EXISTING DRIVEWAY �� SEE SEPTIC DRAWINGS C WILLIAM CARMEAN \O� FOR DETAILS(S-2) Ce. is 1 REPLACE CONCRETE RETAININ ` 1/S2 CHARLES IN GAY I �V`n RO 1 m WALL TO NEW HEIGHT(MAX 2'HEIGHT) S NANCY R ROSS 1 0 / \ 0.2 PAMELA M ROSS REVISIONS: 1 3 O 'D 11 m TREE TO BE REMOVE 1 i B \ W WOOD STAIR AND DECK zea aPPucanoN 4.3.24 1 ;a FOR NEW SEPTTC.TO BE REPLACE ONE TO ONE ON PROPERTY ��D \ S A NEW HEIGHT(13') rausrEE SET 5.20.24 1 1 1 w E&EXISTING STAIRS AND DECK PERMITAPPLICATION 9.30.24 PROPOSED ._2 TOVERHEAD 0 5 PERMITRPLICATION UPDATE 6.30.24 \ 1 WATER LINE 1^ UTILITIES(V.I.F ---NEW AC CONDENSER REMOVE VINYL SHED IF CAN BURY) ON PEDESTALS 1 1 STOCKADE FENC I RES. ---NEW ABOVE GROUND TRUSTEE SET UPDATE 3.24.24 11 x 11 ADDED VATION 0.2 THROUGG AT EXISTING LOCATION 1 1 HOUT FRONT 0 + /' ''I /( / YARD TO COVER SEPTIC \%A D ROOF UILDABLEAREA NEW FINISHED GRADE I,)/I RUUNOFFNOFF DRAINAGE 1 ?3G 1 PORTION OF SITE 10'-2" N /� 1 1 "PAEXISING 1 1 mT / S RETAINING WALLS 11 m HOUSE 11 / $ II ) t I Ate, FOR BASEMENT EGRESS, 7 NEW CONCRETE L V G NEW 1 N �� 2• O \ NEW 2 S •RY 1 a �(�d�I`� S6, O� LANDING FOR DOOR \ 0 1' T ADDIT N 1 0 ��I I I B ISTING WALK „ �IIIu I, OUTDOOR SHOWER .Y�;, f,.. \I 544 S y e' 11 EXISTING AC UN R Z 9 AND BASEMENT BILCO TO BE REMOVED G a Pam_ ' s -O DOORS TO BE REMOVED FENCE DURING O z PROPOSE Q '• ROPOSED SILT 0 ROOF RUNOFF DRAINAGE CONSTRUCTION W Y.i i 1 1 UNDER DECK 1 ' 1 EXISTING WOO 9.0 Z DECK TO BE RAISED TO MATCH - '^ _ \ 1 HOUSE ELEVATION N VJ O ER \ 1 NEW STEPS TO GRAD - O F 1 3190 PARK AVE PI LINE=4_ 11 11 z EXISTING SEPT] z �/ ' _ TO BE FILLED USING g MATERIAL ON SITE o LL U AND REPLANTING NATIVE PLANTS EXISTING DECK AT GRAD y C'o: Ip Y I a LAND WF 1 11 - 11 TO BE REMOVED.TO BE v `� ' '-0' C DAVID A ROSS& \ 1 170 PARK AVE REPLANTED WITH NATIVE PLANTS X N {4 h IRREVOCABLETRUST \ \ \ y a T * PROJECTADDRESS.' 1 1 1 LAND NIF m _ + 14 + + + + + V S h 3340PARKAVE OT BUILDABLE 1 1 LDABLE AREA m m f+ +/ + + + + + - G MATTIFUCKNY11952 PORTION OF SITE(BEACH) 1 N BRADLEY HELIES O + + + + + + +j 1 V \ 2013 TRUST < +Y+ + + +/ / O SEAWARD EDGE / +++++++++®i v OF BAYBERRY - 1 1 O \ 1 SEAWARD EDGED ++ +++ ++ +++++++ +�++ O' EXISTING BAYBERRY ° \ 1 N N w SEAWARD EDGE N 1 1 BULK -+ � + + + + + + + + + y v c + + + + + + t + + + OF BEACH GRASS t(cPEDaROiy 1 1 + + + + + + +1 + + l 4. -+ esJ �r 1 4'WIDE BEACH EXISTIN �+ + + + + + 1� + + I*i Z SEAWARD EDGE OF 1 PERMEABLE PATH �+ + + + + + + SPARTINA PATENS \ \ PROPOSED SILT �'-1 Imo-•' •_`T`-. ' _ 1 FENCE DURING .M 1 \ t-�c.., a CONST03 RUCTION 4'. ".'.`.'.'.".'.'.'. 1 - SEAWARD EDGE \= OT BUILDABLE AREA 1---- I'�®' C_C L OF BEACH GRASS m ➢ PORTION OF SITE(BEACH) -BOARD ®F I p U�7 I�LS PROPOSED ADDITIO DR4VNBY. KS 3.524 `'-T0WWOF SOUTHOL® OF BEACH GRASS DATE If 0 � \�O SCALE: 1/4'114— =1-0' 1 DRAWING SHEET NAME: ®ATE Ac r.C� a / d to - - _ \ SITE PLAN c — 2 SITE PLAN ENLARGED SITE PLAN H.W.M LINE 2 DRA^W NG SNFFY NO: SCALE: 1:250 /� I�SCALE. 1:150 G R E A T P E C O N I C 512 \ JIJ �l BA Y Glenn Goldsmith,President �QF SU!/r Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President �O� �� P.O. Box 1179 Eric Sepenoski l J Southold,New York 11971 Liz Gillooly N Telephone(631) 765-1892 Joseph Finora � �Q Fax(631) 765-6641 cou +� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 27, 2026 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST 3340 PARK AVENUE, MATTITUCK SCTM# 1000-123-8-21 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 18, 2026 regarding the above matter: WHEREAS, Costello Marine Contracting Corp on behalf of CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 21, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with-the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees With respect to said application on March 18, 2026, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be.Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST for the demolition (As Per Town Code Definition) of the existing two-story dwelling consisting of raising the (1,547sq.ft. first floor footprint) dwelling (finished floor elevation 13'), on a new raised foundation (in-place) for basement with storage and utilities; construct a 544sq.ft. second story with 5'x17.6' balcony; irregular covered front stoop (5.6'x5'x8.1'x3.7' along front wall of dwelling then 4'x5.5'x12.3'); rear 4.11'x6.4' concrete landing and steps; abandon existing septic system and install a new I/A OWTS sanitary system with sanitary retaining walls along driveway (exposed wall not to exceed 2' in height and screened with native vegetation); add fill for sanitary system using recaptured soil; new 500sq.ft. seaward deck; install a stormwater drainage system; install new water and electric lines, new a/c units; re-vegetate disturbed areas with native plantings; maintain a 4' wide access path to beach; existing vegetation seaward of edge of wetlands to remain natural and add beach grass @10' landward of landward edge of upland vegetation; with the condition to establish and perpetually maintain the entire property as a vegetated non-turf buffer planted with native vegetation; all as depicted on the site plan prepared by Samuels & Steelman, received on March 25, 2026, and stamped approved on March 26, 2026. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees SOUTHOLD TRUSTEES No. l 09 y 3 Chr:S'tofje� Rots T��.S� Issued ToM:c.�aue 3 Ross ��sY Date /I g/a b Address.3340 -PG.ctiC AventAe . ArAllil'L' AC�( .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith,President ��O��S0FF0(K�OGy.� Town Hall Annex A.Nicholas Krupski,Vice President .� 54375 Route 25 Eric Sepenoski y ,2 P.O.Box 1179 Liz Gillooly �y • ol�q Southold,NY 11971 Joseph Finora �01 �a" Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report r Date/Time: ` 6I126 Completed.in field by: G • Gd 1;S1v, -VA Patricia Moore, Esq. on behalf of CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST requests a Wetland Permit for the demolition (As Per Town Code Definition) of the existing two-story dwelling consisting of raising the (1,547sq.ft. first floor footprint) dwelling (finished floor elevation 13'), on a new raised foundation (in-place) for basement with storage and utilities; construct a 544sq.ft. second story with 5'x17.6' balcony; irregular covered front stoop (5.6'x5'x8.1'x3.7' along front wall of dwelling then 4'x5.5'x12.3'); rear 4.11'x6.4' concrete landing and steps; abandon existing septic system and install a new I/A OWTS sanitary system with sanitary retaining walls along driveway (exposed wall not to exceed 2' in height and screened with native vegetation); add fill for sanitary system using recaptured soil; new 500sq.ft. seaward deck; install a stormwater drainage system; install new water and electric lines, new a/c units; re- vegetate disturbed areas with native plantings; maintain a 4' wide access path to beach; existing vegetation seaward of edge of wetlands to remain natural and add beach grass @10' landward of landward edge of upland vegetation. Located: 3340 Park Avenue, Mattituck. SCTM# 1000-123-8-21 Typ7 of area to be impacted: / Saltwater Wetland Freshwater Wetland Sound ✓ Bay Part of Town Code proposed work falls under: ✓Chapt. 275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: In C Irty-as a non ''utt Present Were: ✓ G. 9oldsmith ✓ N. Krski �E. Sepenoski L. Gillooly . J. Finora SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-123-8-21 AREA = 9.761.1 SF. SCALE: F=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. a x x a c r2i � PAVEMENT GE OF S 55042'00"E 30.00' LAND N/F J \ C WILLIAM CARMEAN CHARLES W GAY O,�jR�` S� NANCY R ROSS N 34 18 00 E �F F� 2 0 PAMELA M ROSS 17.00' WATER �lY ro 6) tSJ METER N 55042'00"W 33.33' �FtiF�oF WATER N \ IC O LINE n n p t+l OI G� 20.6 0 FND. 12.3 0.2'/W SURVEYED BY: am an PAUL BARYLSKI LAND SURVEYING o m° N� LO `r OAKDALE NY 11769 m LO co> LP �o PHONE 631-294-6985 a ?,m TANK S6 Q�O FAX 631-627-3186 AC 0,, PAULBARYLSKIaYAH00.COM UNIT 204 F MAY 31. 2023 9-16-2023: LOCATE UTILITIES 0' f ��6 �m 11-20-2023: ADDED NOTE S 13006'00"W 2-27-2024: LOCATED FLAGS 5-1-2025: FOUNDATION LOCATION z \ 49.25' 9-12-2025: UPDATE �1 ° LANDWARD EDGE c0 J SANITARY OF UPLAND LAND N/F o 0 AREA OF BAYBERRY VEGETATON BRADLEY HELIES O AND BEACH GRASS SEAWARD EDGE 2013 TRUST 0 0m ,�� OF BAYBERRY m r 0 SEAWARD EDGE fn N L r OF BAYBERRY p NOTE: 0� SEAWARD EDGE n rn Z FLAGGING BY BULKHEAD OF BEECH GRASS - —1 O COLE ENVIRONMENTAL SERVICES ON 2-24-2024 u = ;0 Z 0 rn1 N� SEAWARD EDGE N N ON OF BEACH GRASS m SEAWARD EDGE W p u)Ul OF SPARTINA PATENS p —1 'MHW IS EQUAL TO THE LANDWARD EDGE OF TIDAL WETLANDS. m AS CONFIRMED BY COLE ENVIRONMENTAL SERVICES ON 10/04/23.' �Go �r z?� 0 ,Lh H.W.M. `rO 5-31-2023 N 83033'06"W ELEVATIONS REFER TO 1968 NAVD 51.72' ELEVATIONS SHOWN THUS _{.:++ GREA T PECONIC FEMA: TOWN OF SOUTHOLD 360813 -- -- ---- -•- ---__.._____ BA Y BFE MINIMAL HAZARD COMMUNITY No. 36103CO482 H �S =� --° --- - � �� ,bf: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION W f e '�P�pl' A <;p* OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY-MAP NOT BEARING THE LAND SURVEYORS INKED 1 NOV 2 2025 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO e O THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO _ I THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION SOUfllriIdTov,n LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. d' 'tl3tl7a2 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL L_— BOgfG Oi imstee, �J<AN��V INSTITUTIONS OR SUBSEQUENT OWNERS. ,--- ______ 5525-U.C. ARCHITECTS: ROSS RENOVATION SAMUELS+ GENERAL NOTES 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE PERFORMEDCONSTRUCT ON OF THIS PROJECT,IS TO BE STEELMAN KEY PLAN 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE BY CAPABLEIAND REPUTABLE CONTRACTORS.LICENSED IN WITH ALL STATE,MUNICIPAL,LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL CunentRevson CurrentCODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY. SHEET SHEET DESCRIPTION Date Revision STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE ADDRESS: A-000.00 COVER SHEET JMI/25 5 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL 25235 MAIN ROAD A-001.00 GENERAL NOTES SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. CODES,AND ALL OTHER APPLICABLE AGENCIES AND CUTCHOGUENY 11935 THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE STANDARDS GOVERNING THAT PARTICULAR TRADE,AND AS 631-734-6405 A410200 GENERAL NOTES 2 SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE HEREINAFTER STATED OR IMPLIED. A-003.00 SITE PLAN ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONSULTANTS: M-0MA SITE PLAN OF CONSTRUCTTON,THE CONTROCTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE A-050.00 BASEMENT CONSTR.PLAN 1011125 4 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO ENGINEER: A-099.00 DEMOLITION PLAN 101125 4 HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, THE ATTENTION OF THE OWNER,AND CORRECTED IN MARESCA&ASSOCIATES- A 100.01 FLOOR 1 CONSTR PLAN 101125 4 3. WIIL BE OF GOOD QUALLTY,FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING 186-04 W.MONTAUKHWY DEFECTS FOR O PERIOD OF ONE YEAR FORM THE DOTE OF REQUIREMENTS. HAMPTON BAY,NY 11946 A-101.01 ROOR2CONSTPLAN THE FINAL CERTIFICATE OF OCCUPOM;Y. 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL OWNER: A-102 CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE 01 ROOF 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE A-201.00 RCP/ELECPLAN 41325 1 CONSTRUCTION MEANS METHOD,TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE. CHRIS ROSS BUN A-202.00 RCPIELEC PLAN BASE SEQUENCES OR PROCEDURES,OR FOR THE SAFETY 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF 3340 PARKAVE O"'cy A-203.00 RCPI ELEC PLAN BASE FINAL 413125 1 PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF SOUTHOLD NY,11971 A301.01 ELEVATION 1011125 4 WORK AND HO WORK DESIRED BY THE OWNER. 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND REVISIONS: >� A-302.00 ELEVATIONS 101125 4 FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG ZBAAPPLICATION 4/324 $ cENt� A-350.01 SECTION 1 1011125 4 THE CONSTRUCTION DOCUMENTS.THE ARCHITECT SHALL CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A 3340 ARK AVE A-351.01 SECTION 10110 4 NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY TRUSTEES APPLICATION 620124 \�oJ� COMPLETE WALL.A•35201 SECTION 3 1011T25 4 THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS PERMTTAPPLICATION 9/30/24 A-353.01 SECTION4 1011125 4 DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. ISSUE FOR CONSTRUCTION 1/&25 A360.0 STAIR DETAILS 4/3125 1 THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. REMOVE ANY FINISH MATERIALS,SUCH AS CARPETING, ISSUE FOR CONSTRUCTION 227/25 1 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PRIOR TO ANCHORING PLATE. Ad00.00 INTERIORS 40@5 MAINTAIN CONTINUOUS INSURANCE,COVERAGE 19. PRIOR TO COMPLETION OF THE WORK,REMOVE FROM AMENDMENT 101125 \ A-401.00 INTERIORS 413125 1 STATUTORY POLICLES(WORKER COMPENSATION,ETC.)AND THE JOB SITE ALL TOOLS,SURPLUS MATERIALS,EQUIPMENT, ZSAAPPLICA71ON 10/3125 A402.00 INTERIORS GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN$5 SCRAP,DEBRIS,AND WASTE,EXCEPT AS OTHERWISE A-6W.00 DETAILS 10/1125 4 MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE NOTED BY THE OWNER. PROJECT NAME: A-700.00 STRUCTURE COVERAGE NOT LESS THON$2 MILLION.THE ARCHITECT ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE SHALL BENAMED INSURED ON ANY AND ALL POLICIES. TIME OF THIS APPLICATION ARE NOT THE \ 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT. FE�MG BAY CONVERSATION CONSTRUCTION CODE.ALL GLAZED AREA 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY LNSULOTED CORES.THE INSULATION PROTECTION AS OF THE ARCHITECT. INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 21. CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT 7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. SITE INFO PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES SCOPE OF WORK: SITE INFO WHICH THEY MADE LS EXECUTED OR NOT.THEY MAY NOT USED IN THE PERFORMANCE OF THE WORK SHALL LOCATION:3340 PARK AVE BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN SITE AREA:.2241 ACRE(9,761SF) OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE 0 _ EXISTING ONE-FAMILY DWELLING. TYPE:RESIDENTIAL FLOOD ZONES: 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED"INSURANCE REQUIREMENTS FOR S.C.Tax Map#:1000-95-03-09.1 PROPERTY IN FLOOD ZONE X SHALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR ZONE AE:BASE FLOOD ELEVATIONS DETERMINED IN EACH BEDROOM,ON ALL FLOORS AND SHALL BE WHICH CUSHMAN&WAKEFIELD INC.ACTS AS AGENT" IS AND M ZONE X:AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1% INTERCONNECTED PER CODE. INCLUDED IN THE CONTRACT DOCUMENTS,MUST BE CHR ICHELLE ROSS ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING 10 R IS AND \ ;CODE INFO RIDGE FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUIRE MILE;AND MECHANICALLY VENTILATED OS PER NEW YORK STATE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE / ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH WINCHESTER,MA 01890 AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF CODE. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. /1 O THE PROVISIONS OF THE SPECIFICATIONS,DRAWINGS AND FLOOD. 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT V SURVEYOR: HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE //1 CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY PAUL BARYLSKI LAND SURVERYING ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL GOVERNING AGENCY OR AGENCIES. . __ - �J, ALL APPLICABLE CODES,ORDINANCES AND REGULATIONS OF CHANCE OR FLOOD PLAIN.ELEVATIONS ARE REFERENCED TO 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED _� b , 0 OAKDALE NY 11769 I--- r ? r,- _T LU ALL GOVERNING BODIES INVOLVED.ANY MODIFICATIONS TO NAVD 1988 DATUM. 1 CIES O SC START OF ANY WORK AND DISCREPANCIES R THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BEFOREi BE PERFORMED BY THE TENANTS CONTRACTOR;ALL PERMITS SETBACKS:NON-CONFORMING VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO SHALL BE SECURED AND PAID FOR BY THE TENANTS FRONT:40 FT SEPTIC INFORMATION: THE ATTENTION OF THE OWNER BEFORE PROCEEDING. MINIMUM SIDE:15 FT EXISTING IS NON CONFORMING) PROPOSED NEW At SEPTIC SYSTEM.APPROVED APPLICATION. 'CONTRACTORS. APPLICABLE CODES INCLUDE BUT ARE NOT ( t { fY r O HEALTH SERVICE REF#:R-24-0262 LIMITED TO THE FOLLOWING: TOTAL SIDE YARD:35 FT(EXISTING IS NON CONFORMING) BUILDING AND STRUCTURAL 2020 CODE y '��'� 2 ;SMOKE AND CARBON MONO. 2020 CODE REAR.50 FT TRUSTEES: L APPLICATION. T N PROJECT ADDRESS: SAFETY NOTICES 2020 CODE APPROVED APPLIT .PERMIT 1 1 ;MECHANICAL 2020 MECHANICAL CODE LOT COVERAGE CALCULATION: .__-._._ -�.__.__ _ __ ____ :i 3340PARKAVE PLUMBING 2020 PLUMBING CODE SITE AREA- ACRE(9,761SF) DEC: .��j, MATTITUCKW,,11952 BUILDABLE SITE AREA(BASED ON LINE ;`-r< `; ENERGY CODE 2018 NYS ENERGY APPROVED APPLICATION.PERMIT ID NUMBER:1�738-05014/00001 _ _ il�,9, CONSERVATION OF DEFINITION OF WETLANDS CHAPTER275): (4,698SF) TOTAL LOT COVERAGE%ALLOWED: 20%(NON-CONFORMING) PYRAMID LAW: -(FEED ARC EXISTING LOT COVERAGE SF ALLOWED: 939.6 SF G.s`NEJEgr„ rP TOTAL EXISTING LOT COVERAGE:2,216 SF 1,291.4 SF OVER,47.2% PROPOSED WITHIN PYRAMID ALLOWANCES.SEE DIAGRAM SITE INFO ( ) BELOW.SEE ELEVATION FOR EXACT DIMENSIONS. m LOCATION:3340 PARK AVE HOUSE:1547 SF SITE AREA.2241 ACRE(9,761SF) DECKS:510+63=573 SF �� 5• ' . TYPE:RESIDENTIAL ACCESSORY:96 SF \ \ ZONE:R40 S.C.Tax Map#,100D-95-03-09.1 )i TOTAL PROPOSED LOT COVERAGE:2,183 SF 1 OWNER: (1,243.4 SF OVER ALLOWABLE,DECREASE OF 33 SF) DRAWN BY: Author CHRIS AND MICHELLE ROSS HOUSE:1547 SF 4g \ Q5% I p5 I DATE: 11/3/2025 9:14:27 AM 10 RANGELEY RIDGE 0^ T WINCHESTER,MA 0189D DECK:526+110=836 SF 7�_p 2' SCALE: 1/16'=1'-0" SURVEYOR- ACCESSORY:REMOVED I Lso'i ; DRAWING SHEET NAME: PAUL BARYLSKI LAND SURVERYING COMPLIANCE:46.5% PROPOSED>20%ALLOWABLE \ II vrJ OAKDALE NY 11769 ZBA APPROVED APPLICATION:#7896 COVER SHEET j SETBACKS:NONCONFORMING o 4� ' /o ol o FRONT:40 FT FLOOR AREA RATIO: MINIMUM SIDE 15 FT(EXISTING IS NON CONFORMING) HOUSE ALLOWED PER CODE: 2.100 SF V DRAWING SHEET NO: �1 TOTAL SIDE YARD:35 FT(EXISTING IS NON CONFORMING) EXISTING HOUSE TOTAL 1,547 SF -REAR.50 FT ALLOWED ADDITION SF: 566 SF �' I PROPOSED ADDITION SF: 5"SF SOUTH ELEVATION - - - - NORTH ELEVAT N ZBA APPLICATION 10.31.25 A_000.00 , TOTAL PROPOSAL SF: 2,091 SF NTS NTS ARCHITECTS: GENERAL NOTES(CONT.) TEST HOLE SAMUELS+ 26. CONTRACTORS SHALL MAKE AVAILABLE FIRE U.S.DEPARTMENT OFHOMEIANDSECURITV OMBNo.16800008 OMB Na+660: STEELMAN Federal Emergency Management Agency Espeabon Date:Norcneer 30,2022 ELEVATION CERTIFICATE E�caoon Date:Nahember 90,2072 EXTINGUISHERS BASED ON THE FOLLOWING:ALTERATIONS Natima Flood insurance Pnogram IMPORTANT.mm.asap,oath,copy tneton..vomm!Blntom,tentroms.atoA FORMURA14CECOMPANYUSE UP TO3,000SQ.FT.-ONE(1)FIRE EXTINGUISHER. ELEVATION CERTIFICATE BuxirgStreetAddreac(hWWiIgApL.UN Bona,abforBldg.N.)orP.D.ROWadBoallo. Policy Numb- ALTERATIONS OVER 3,000 SQ.FT.-ONE(1)FIRE Important Folloxtne hlstroc0ma on pages+-9. 3340 BUNGALOW LANE EXTINGUISHER FOR EVERY ADDITIONAL 3.000 SQ.FT. ng- Cay State ZIPCode Company cNumber THEREOVER.SAID FIRE EXTINGUISHER SHALL BE 25LB.TYPE copy.tpsgaminmEleaamnceniONAu PaOPER"Mottacturouldror(+)mmmunaraflaal,(x)insua�,BFORINSUm.�rol COMPANY USE Mo� Newyork 11952 ADDRESS: APPROVED FOR TYPE A,B,C FIRES AND SHALL BE KEPT AND SEC7KINA-PROPER7YMFORMAOON FORINSURANCECOMPANYUSE SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) 25235MAINROAD MAINTAINED ON THE PREMISES TEST HOLE DATA Al.BuMug CO.—h Name Po�7 Num C7.BWdhg elevations am bmwd on: O Cenatruclim D-i ge ❑Buikrhg UrWr CoruWdion• ❑F."ad Cmsahurm CUTCHOGUE NY 11935 27. PLANS AND APPLICATIONS ARE FILED TO LEGALIZE (NOT TO SCALE) A2 8uddag Stmel Address(including Apt,Unit Suite,ammo,Bldg.NoJ or P.O.Route and Commonly HMC Number. 'A new,Elevabon Certificate n be rewired when comvucum of the building Is complete. 631-734-6405 THE WORK INDICATED ONLY,AND NO OTHER WORK ON THE BY: ROY K. REISSIG. PE �No' C2.Elentiom M-Zom8A+-A30,AE,AH,A(WBFE),VE,V1-V30,V(vftBFE),AR,ARI&AILAE.ARW1-A3D,ARIAH•ARIAO. PREMISES EXISTING AT THE TIME OF THIS APPLICATION IS 3340 BUNGALOW LANE Cmt*w hems,C2g-0 below a®ring to me building Oagrem specified in Item A7.In Puerto Rum oNy,eMmmele.. CONSULTANTS: MAY 19. 2 B 23 a 11:30 A M city state ZIP Code Benchmark Utiexed Vertical Comm TO BE CONSIDERED PART OF THIS APPLICATION OR THE ......... MATmUCK Newyork 11952 indicate elewdonasur.unm for the oleralbrom Items a)through h)hot- ENGINEER: RESPONSIBILITY OF THE ARCHITECT. w off-0.5, TOP SOIL PT A3.properyDesaption(LotaMBlockNumb-.Tes%rWNumber,L-9-1Dewiption. .) ❑N VD1929 ONAVD19M 0..."Soum: MARESCA IS ASSOCIATES 28. PLANS HAVE BEEN PREPARED TO INDICATE THE - 1D00-123821 Datum used torbufirgdewdonsmicebeMe same as"Used lmme8FE. 188-04W.MONTAUKHM EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM > 0.5'-3.0' DARK BROWN SILT SM Check the measarenrerdlned. HAMPTONBAY,NY11946 LAYOUT AND PLUMBING ONLY. A4.Builodg Use(e.g..Re+mNulNon-Residencal.Addition,Accessoy,ela.) RESIDENCE a)ropalbolbmfloor(IndudingbasemenLaaMapam.orenrJoaumOoor) ++D ❑test ❑nRem o AS Lasb,de/Lon9ib,ds: Lat 4D•59118• Long.72.3028- Horizontal Datum:❑NAD 1927 ❑p NAD 1983 7.S ❑teat ❑mete. 29. DUST PARTITIONS ARE TO BE ERECTED TO a t- 3.0`15.PI' BROWN SILTY SAND b)ropartheneatnignereoor OWNER: PREVENT THE SPREAD OF DIRT AND DEBRIS TO OCCUPIED o WATER. SM A6.AfmmatkanzphoWgmPhsoflnebuMnif ecetfm isbeuguwdtoobminfiMk=tanm. c)Bottom orme lowest honzontal structural member(V Zones ony) ❑� ❑cam°" A7.Buffing Diagram Number B d)AM hed garage(top caLab) ❑fete ❑melons CHRIS ROSS AND USABLE AREAS. HEAVY PLASTIC SECURELY FASTENED -r ... ...........- -- e)Loweslekvatimplmadir,eyoregulpmeNaerriditglhebuikling 3340PARKAVE IS ACCEPTABLE. 6.m'-6.(8" PALE BROWN SAND St^1 AS.Poreeunalmgwro,eoawlacsmorenolosurela): (DesrlaetypoofevisrueNamgcationinCommenla) ❑te''" ❑"'me18 SOUTHOIDNY,11971 30. CERTIFICATES OF INSURANCE ARE TO BE - a)square footage ofoms+spaceorendwum(s) 1546.DDevn 0 LmwstadjamN(gNahed)grode next to building(LAG) � ❑mot ❑n'mG1 PRESENTED TO THE OWNER PRIOR TO START OF ANY NET PALE b)Number11pemanent flood OMAgsin the oawnpsmmendmue(s)withml.0 fuel abwe adjacent pride 9.0 feel mete. REVISIONS: B.FJ-14.0 g)Highest Mtamnllmbhad)grede negtebuiU4g(HAD) ❑ ❑ WORK,AND ALL REQUIRED INSURANCE IS TO BE BROWN SAND SW C)Total net amoffbodopeNngsinAeA solo MAINTAINED AT ALL TIMES DURING CONSTRUCTION. "" """ """""'- n)Lw,estiraamntg.asunlmres+elsyaeomoreedtorslaha,nduam9 B.o p Last p msreus ITRUSTE TRUSTEES &20/4 31. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE a>Englneered 9s4d openings? ❑yes ONo atnNwrelw�ort SECTION D-SURVEYOR ENGINEER,OR ARCHITECT CERTIFICATION TRUSTEES APPLICATION 62(V24 BEEN DESIGNED BASED ON INFORMATION CONTAINED A9.Finaenugwhhanovadredg8mile: rnsmtr 6onMWbesignedamcm,edbyawndau,",oftineec.oramhis amho&edbylawtomrbfyw ummfmwson PERMRAPPLICATION 91304 WITHIN BORINGS AND/TEST PITS AS FURNISHED BYOWNER. gsouar000u9eofonamedea.Bs eqA cart;ymatthemOmammfh.Leddaferep.anl9mybesoflonslonleryofNodataaa.Db.fuNers.MNatmylese u ate monfmaympunishableeyr4Mor/mPdsmmemU,orfeu.scode,somroniWt. ISSUE FOR CONSTRUCTION 1 25 EXACT FOUNDATION REQUIREMENTS ARE SUBJECT TO b)Number ofPsmumanthodGW!ngsmMesuamoa garage wthin l.0rootalomm adjacent g.de Were lstrtude and brgitudelnsectionAprwidedbyar tidland wyon 11res9No ❑cnedthareU.oaatmonn. ISSUEFORCONSTRUCT/ON 22725 CHANGE BASED ON CONTROLLED INSPECTION OF SUBSOIL C)Total net area of flood openings in A9.D aq In Cenifiefe Name License Number OF N CONDITIONS,AND MAY VARY FROM THOSE INDICATED ON PAUL BARYLSKI 050782 PZE L71ARrN'y AMENDMENT f0/125 d)Engineered flood opemtlps7 ❑yes ❑No a o THE CONSTRUCTION DOCUMENTS. �, rme a °" "t P� IBAAPPLICAAON 1013125 32. PRIOR TO COMMENCEMENT OF ANY WORK, OWNER * �e SECTION B-FLOOD INSURANCE RATE MAP(Ff INFORMATION Company Name CONTRACTOR/OWNER SHALL VERIFY THE INTEGRITY OF ALL B7.NFIPCommuniyNam &Community Number 82CounyName S3.Stam EXISTING STRUCTURAL ELEMENTS TO REMAIN,AND TO Address YLSKI LAND SURVEYING ^, Stijd yr PROJECT NAME: VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED rowN of sotmfoLD 3608i3 suFFout Nina York 5 MANTA o \ F �2fE �O CONSTRUCTION,THROUGH INDEPENDENT ANALYSIS. B4.MaplPenel Bs.suit Bit.FIRMmaea 87.FIRMP..el Be.Flood BB.BaseFkrodEtevatiame) sMANraeouRT Zs oso7al 33. GENERAL CONTRACTOR SHALL PROVIDE Manner Date Eact vet zone(e) sons Ao,ass gone RoM Depth) o ALE sum ZIP Code ReNsed Data New York 11769 COMPLETE ENGINEERED SHOP DRAWINGS SHOWING ALL 36103CO492 H Daoz-+ee7 0311-za09 X' AREA OF MINIMAL HAZARD signamrc Data Telephone 552 CONNECTIONS. 81D.Indicate the source ofthe Base Flood Elevation(Ill data cr base good depth emered In neon B9 9 os31-zoza (631)zeacses szs APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST ❑FIS Profile 9FIRM ❑Co ru miy osmnnkusd❑omodsoutxr: copy an pis or thus Elena tertdimte and aadzdtme-le,M...term..ort�L R)Innaerva amnvmmpany.and(3)bundkg owner. 34. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO Cmmumb(lndudugtyveoloouipmsnt-Mromtion,perc2(e),98PPrnable) BE FIELD VERIFIED PRIOR TO START OF WORK. Bl1.imiameievafwnd=muaedforBFEinls Bg.ONGVD1929 OxNAVDISW ❑Othedsou=: 35. DO NOT SCALE DIMENSIONS FROM DRAWINGS. FRAME RES. UNIT®MACHINERY=AC UNIT WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR B12.Is the building located in Coastal Border Resounoes System(CURS)sec,m Otnemnse Protected Area(OPA)9❑Yes 0No CONSTRUCTION PURPOSES. Designation Date: ❑CBRS ❑OPA z 36. DAMP PROOF ALL NEW FOUNDATIONS AND EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF FomP.ae2ofe FEMAFpmD860J3(1218) RevtamssupamaearemA Form Page 1of6 FEMA Form 088D•33(1719) Reptamsanpreyo.Malons. CELOTEX°FLAT-TOPPEMULSIONs IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.APPLY PROTECTION COURSE OF 1/8'ELASTIBORD. Generated by REScheck-Web Software CompIianes, Certificate comp6ancs Submlr1 d Toe proposed ap ficg design-Th propoedhere Ucoos been webthe 0me Clam,s18 IECC qm artsotter calwheckV Version: ed with coo,bpermit and ppemdon.me Proposed buiir mq has bean designed In h meet the tole IECC reomremen.In REScheck Verdon:RESmeck-Web and to comply with me mandatory requirements listed in the REScheck Inspectlon Checklist. �\ Name-Title Signature ate U) 70 Project 3340 PARKAVE Z Energy Code: 2018 IECC f f ----•• _" - - _ i O w Locatl.r Mattltuck,New York eonzwalon Type: Single-family Project Type: Addition Climate Zone: 4(5331 HDD) 1 L I Permit Data: Permit Number. 4 �(� 'I L•'�f, All Electric fatse IS Renewable true 'I -! jL'•'� f L� i PROJECTADDRESS: Has charger false "- Has Battery: true i Has Heat vamp: true 3340 PARKAVE _ MATTITUCKNY,11952 Construction Site: Owner/Agent: Designer/Contractw: - - -- - 3340 PARK AVE C�____�.__��.-,.�. MATTr1UM NY 11952 ?C,c GOa compliance:Pmses using UA trade-off cwmlwsmae:27.as owear'num ease wv,,.mr rya an Twrua 394 war mwn sHGc:eAo ro,a sui-one _ m.dw.r,coheeanv+nnaeee.ww,�t.v.e.eruae. Sl,be g ode tradeoffs are no longer considered lo dye UA m perfonrunm mmpfiance path in REShceck.Each slabonyrada assembly In the spectred climate zone muse meet me,rn mum energy code insulation R vahm and aepm mquhments. �y �OF NEN Envelope Assemblies DRAWN BY: Author DATE: 1113/2025 9:14:33 AM Cei6rg:Nat CeiIh;or Scls_Tru" 2.789 30D 32.3 0.016 0.026 28 46 .SCALE: Skylight:Metal Fmne w/Themal Imak 12 0300 0.550 4 7 SHGc:0.28 DRAWING SHEET NAME: Wan:Wood Frame.26'o 3.594 ]9.0 213 0.025 0.060 78 188 Window:Metal Frame w/Thermal Break 455 0300 0.320 137 246 C SHG 0.28 GENERAL NOTES Wan Cons rate,Insulated Coet,Fore No 19.0 0.055 0.098 47 84 nocr.Slab-0nGmde(Nee"" Inwlatbn th:dep 4.m 225 15.0 1.110 0.645 D 0 Imulaticn position:Horizontal Mos,aeo, DRAWING SHEET NO: Protect Title: PARKAVE Report date: 09/30R4 ProtectmnseD40 PARKAVE ZBA APPLICATION 10.31.25o A-001 .00 Data fgename: Page 1 af10 Data filename: ARCHITECTS: GENERAL NOTES __ SSAMUELS+ Window Schedule _---,_ --- -�- -_ _ _^DOORSCHEDULE- ---�- _ 1.SEEARCHITECTSDRAWINGSFORPLANLOCATIONS STEELMAN ------- 2.AS DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY Type Ma k Count -Family and Type Rough Helghl I Rough Wid h Level Manufacturer Type Comments I Type Ma k Level SWING NAME MFR SIZE FINISH LHARDWARE- T NOTES J ___--_ ._ _ __- �_ -.� - I 3.FOR DEVICES ON WALLS UPT03'-0'WIDE,CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. , ,D1 _ jaaries> _ __ ,Tdmline __ i30'xE4'xI3l4_j _-_ 4.FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN T-0'LAYOUT DEVICES VERTICALLY ON ONE SIDE OF wl 116 IWindo�GfKfugMderserE_Sedes:4' 4'-0112 I4'-01YY <wd es> (Andersen Auminum-dad wood D2 FIRST FLOOR ISINGLE SINGLE PANEL ITrimltie 128•x84'x1314' IPM_ I 184'HEIGHTALL WALL,REFER TO PLANS FOR SIDE LOCATION OF WALL j _x4'-_ 1 Corporation gliding window D3 FIRST FLOOR ,SINGLE SINGLE PANEL Trimfine 26'x84-x1314- PW 5.FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT,DEVICES TO BE2-APART. ADDRESS: -- - -- - J 6.DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6'ABOVE COUNTER TOP,COORDINATE WITH SCHEDULED W2 2 Window-CasemenLFaed•Andersen•E_',4 01/Y 7.81YY FIRST Andersen Aluminumdadwoodfixedi DS FOUNDATION aades> aaries> TBD 32'x80'x13/4' iPW 1HWRRATED 25235 MAIN ROAD _ Series:32'x48• Co ration casementwmdow METAL MILLWORK AND FURNITURE. CUTCHOGUE NY 11935 - ! --- L�---- J --- -- --1 - -- .J W3 1 (Window-Gliding-Andersen- Senes. 3 0112 T-0112" FIRST FLOOR(Andersen Numinumdadwood D7 (GROUND FRENCH SINGLE PANEL i;Custom 66'x36'x7 TIMBERTECH FLOOR SIGNALS631-734-6405 -0°x3-0' - _ — Copoation_gfdingvrindow — LEyEL -�_ � SLATS- HALL o o THERMOSTAT( COAT CONSULT DESIGNATION j ANTS: W4 7 Window Casement-AndersenESeries 2'-612' 7.412° FOUNDATION Andersen Numnumdadwood D11 SECOND POCKET SWGLEPANEL Tdmline 26'x80'x1318' PNT (ADNANSI) TEMPERATURE HOOKS ----- ___ L 2'4'x 2 6" I I Cowration ,casemenlwindow_ I FLOOR __L __ c SENSOR c12'E ENGINEER: "` -- --- --_ '- - a MARESCA&ASSOCIATES W5 2 Window-0flding-AndersenrE_Sedes: 4'-01f2' 5.01/2° SECOND Andersen Aluminunrdadwood i ip P SECOND POCKET SINGLE PANEL Tdmline 28'x84 x1318' PW w CARD READER � o I 5'-0°x4-0 FLOOR _(Corporation gGdingwindow - FLDDR---__-_—� �' _ I -- BUTTON SWITCH W 0 188-04W MONTAUKHWY W6 i2 Window-Casement -Andersen-E-5'-0112' T-011? FIRST FLOOR'Andersen -'hurnumtladwoodNed - - --- '--- T-- i 9 - �a m f HAMPTON BAY,MY 11946 D13____FOUNDATION_SINGLE IGLASS 130'x78'x1314' ALUM _J c o �n Series:36'x60' _(Corporation_ casementwindow ED2 aaries> SLIDING-2PIECE GLASS Andersen 60'x&4'x ALUM w OWNER: I.W7 3 Window-GGding-Andersen-ESeries:4' 5'-0112' 4'-011T !FIRST FLOOR Andersen Numinurrdadwood ' __ _____ Corporation -_�__ _ j 1 -- a o CHRISROSS Ix5'_ Corporation gliding window -- - - --- — o ED3 FIRST FLOOR SLIDING-4PIECE GLASS Andersen 1351Yx84'x ALUM 3340PARKAVE W8 3 Window-GlIdI derseo-E Series. 5'-0112' (6-0112" i FIRST FLOOR(Anderson Numinum-dad wood _ ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS SOUTHOLD NY,11971 Corporat-wn_Igliding window IED5 FIRST FLOOR SlkG GLASS Andersen 3Tx84'xl3W ALUM ANDACCESSORIES ;Wg 1 Window-Gliding-Andersen-E Series: Y-4112' �5.01YY FIRST FLOOR Andersen Numinumdadwood T .Coryomtan ! __ _� ` REVISIONS: j 5'-0'x3'-0' _ _ Corporation •gfdingvnndaw __-- -_.— - - --- c W10 .1 �Wmdow-s ht-VELUX FS-0edr_mou 3'-8YV I2'-2- SECOND VELUX Designed MIRROR ZBAAPPLICAl70N 4/324 kylg 9 ;LL J 40' 48'MIN. TRUSTEESAPPLICATION 62024 nted{aed:c04 --_--,BOOR mounted installations 24'MIN. MAX.42'MI. W15 1 Window-Casement-AnderserFE_Sedes 3-0112' 7.4112° FOUNDATION Andersen Aluminumdadwood '� 12's.12' z SOAP 1TMI. z ' PERMFTAPPLJCA77ON 913024 �:28'x36° _ __ Co ration casemenlwndow 6'MIN. --_ I� 1B m O 8'MIN. - c� f ISSUEFOR CONSTRUCTION U8r25 T � � W42 1 Window skyight-VELUX FS-0ekj 3.8" 2'-3° TWO TOP V LIX Desynedforded r� - - ISSUEFORCONSiRUCTION 12725 tiled fored:s01 PLATE mounted insWatons .MI CLEAR -- --------- -.----- ------ - - -- 60'MIN. _ FLOOR AMENDMENT 101125 PLAN N PLAN SPACE ZBA APPLICATION f0/3125 m ACCESSIBLE GRAB BAR WITH TOILET �I ACCESSIBLE 1'MI. WATER CLOSET REINFORCING STRIP PAPER LAVATORY PROJECT NAME.. 4'MIN ` k4'MIN. �5j 24'MIN. 4'MAX 170. DowNL:cxr ® 48'MIN. 'MIN_ 30 MINI 'MIN_ 1 (SURFACE MOUNT EXISTING WALL DOWNLIGHTON SENSOR NEWWALL / Z (SURFACE MOUq j S ACCESSIBLE TUB FOR GRAB BAR WITH jO wNooW ADAPTIVE BATHROOM REINFORCING STRIP SMOKEDETECTOa DOOR _-------_-_-_. -- 36' 40' (SEE scxmULEON SHEErx-xxq --- - ---------- z ` 4r MIN.12' 36'MIN. 18'c 1311 !/ V CEWNGFAN g �j j F<"FANwrucxr I -----------------------.-.--.------------ a ,' � 12.Y MINI IN I - �NEWLME d CHECK VALVE(QUIET) ,. _[ CHANDELIER OVERHEM ANDBASEMILLWORN �. '.. ((llMILLWORKTOBECONFIRMED {-- ExISTINGNNE D03 BALL VALVE I_ 18"� e � xg VIA SHOP DRAWINGS) 56°MIN 2 l O j LED _ HORIZONTAL LED I POINT OF CONNECTION—o HAMMERARRESTOR -�_ ^-_ WALLTYPETAG -__ PLAN v SH (SEE WALL DE TAIL SHEET I ROLLER SHADE " -0 ` OILETPARTITION GRABBARWITH ^ACCESSIBLE&AMBULATORY (�l URINAL �_,, L -----�0.' w ROOM ROOM TAG -—-—-—- i L 3•V REINFORCING STRIP WATER CLOSET " soFFlrLocnnoN ROOF 131 t9 Y �r� 1..1V (CONFIRM DURING corvsTRucnoM 101 —I —-—-—-—-—-—- WALL MOUNTED 1 PRI.BATH CLOCK j�SPFAKFILSTROBE AED t 11 r„ k l--'• CEWNGDROPHEIGHT J FI!' AUDIOIVISUAL STROBE yy y{�' I ''•`j�� k�_ lAV_ LAV TUB TL HOSE CABINET - ALARM&STROBE I s l �; " L C a I DnraETxERNETounEr CONSTRUCTION PLAN LEGEND - - DATMEMERN TOUTILET KE[Gfl r=N I"j` 'V J I HORNISIREN ' PROJECT ADDRESS: j f - 2ND FLR - CABINET FIRE INGUISHER f�g �MINU . _DUPLEX RECEPTACLE . ! -—-—-—-—r -—-— _ o 3340PARKAVE(H-Non TYPICALHE�GHp Z. m ? .� � u IL y MATTITUCKNY,11952 q? GFI OUREi I P_BATH "-�1_ BATH l03 THENo•_ _ __ ,WARDEN STATIONa r72B (NONTYPNALHEIGIit) FIRE ALARM PULL < �> yEµEDAR Ni c 22VOLTOUW LAV TL LAV TUB Ti. LAV DRINKING FOUNTAINS I '--r- -r•-- WALL MOUNTED (STANDARD&ADA/ANSI) A•r i G WET ZONE GROUND-FAULT CIRCUIT w' INTEnRUPTERRECEPTACLE L 1 1ST FLOOR FLUSH CONTROL - - -— —- — —- -—- TOILET PAPER AND SEAT OUTLET OUTLET * (HNONETYPICCALLHEGRT) j LAUNDRY I COVF_RDISPENSER -•`" -�- - RAq�O NEN1��Ca`L' YWASTE O •C LINTER $ swrrCHIWFI DRAINLINE WM C LINTER DESK TO SEPTIC TANK eIo $D SWITCH ONDIMMER(NF) m DRAWN BY: Author CRAWL SPACE DATE: 111312025 9:14:36 AM $T THREE-WAY SWITCH } -—-—-- ----- -------- TOILET 7' PSCALE: Asindicated APER TOWEL WASTE D NITAR RNA KIN OUTLET RECEPTACLE DISPOSAL I DRAWING SHEET NAME: Q(T� THERMOSTAT H (H�NONTYPxnLHElcxp � SUMP PUMP • - ----- ----------- ----------- --' - ---- ---- `- GENERAL NOTES 2 SPEAKER n RISER DIAGRAM MOUNTING HEIGHTS H (H-NON TYPICAL HEIGHT AWHOW PORT ❑N H (H=NON TYPICAL HEIGHT) DRAWING SHEET NO: �j JUNCTION BOX OF CEILING PLAN LEGEND ZBA APPLICATION 10.31.25 A-002.OO I.°F ARCHITECTS: SURVEYED BY/SITE PLAN BASED ON: MAY 31,2023 NOTE:SEPTIC SYSTEM NOT FOR CONSTRUCTION. REFERENCE ONLY. PAUL BARYLSKI LAND SURVEYING ELEVATIONS REFER TO 19M NAVD SA M U E LS-F- SEE CIVIL ENGINEER DRAWINGS FOR CONSTRUCTION OAKDALE NY 11769 ELEVATIONS SHOWN THUS PHONE631-294-69B5 FEMA TOWN OFSOUTHOLD3608.13- STEELMAN FAX 01-627-3186 BFE MINIMAL HAZARD - - \ COMMUNITY NO.PAULBARYLSKI@YAHOO.COM VEGETATION SURVEY BASED ON STAKING FROM: 3/1/24 4 `�•,.�•`-� y ,rr j \COLE ENVIRONMENTAL,425 MONTAUK HIGHWAY EAST OUOGUE,NY 11942 p//0 `1-�� v 1, DRESS: 631-069-94452523S,WNROAD T- —� c'14 / \ //EDGE OF J>�EW CONCRETE ^ ( / P;CUTCHOGUEW 11935 O�ji(� PA V�E ENT \ /' l/ RETAINING WALLTO NEW FINISHED A'�l �637-7346405 530 00'0.'E/ \ GRADE IO'-2'(2'MAX HEIGHT) j ^n„_ .'•�t:CONSULTANTS: _ENGINEER: MARESCA 8 ASSOCIATES WATER METE S STO K - _ -� 18B-04W MONTAUKHWY Z ETAINING WALL , C \ AT 2'AT GRADE _- .,-.�. `^" - HAMPTON BAY,W 11946 fn N 34°18100"E -� OILSTOC 75 / EWSTEP STONE - '"�__�- OWNER: Pl 5.0( PILEAREA S �/ PATH g(CE�1 17.0 0' /' `+/400 sf CHRIS ROSS 6 �FEN1A 1 N 55°42'�0"W NEW SEPTIC LOCATION 3340PARKAVE �/� �AF� 1 33 33'-�� / / +9. ` •,�"2 SCDHS APPROVAL R-24-0262 SOUTHOLD W,,11971 EXISTING DRIVEWAY------ 0, SEE SEPTIC DRAWINGS LAND N/F 0 r 1 �✓ �� F \ C WILLIAM CARMEAN REVISIONS: R ^ FOR DETAILS(S-2) .O 11 REPLACE CONCRETE RETAINING \� '� ` 1/S2 CHARLES W GAY m WALL TO NEW HEIGHT(MAX 2'HEIGHT) NANCY R ROSS ZBA APPLICATION 4/324 ' `TO./ PAMELA M ROTS TRUSTEES APPLICATION WN4 SO5'9R l THE TO BE REMOVE / PERMITAPPLICATION 0024 m i .- T WOOD STAIR AND DECK 1 FOR NEW SEPITC.TO BE REPLACED j -�1 1 `I' B•5 j, 1 ONE TO ONE ON PROPERTYES T \/ A NEW HEIGHT(13') ISSUEfOR CONSTRUCTION 1/625 ISSUEFOR CONSTRUCTION 22725 PROPOSED ` -Q EA�10 EXISTING OVERHEAD o / \5"� AMENDMENT 101125 1 1 WATER LINE UTILITIES(V.I.F NEW AC CONDENSER ` ZBAAPPLICA17ON 10/3125 REMOVE VINYL SHEDS .� �' \ IF CAN BURY) I'� ON PEDESTALS 1 1 STOCKADE FENCE " 111, +6r �!!r'. �J RES. �NEW ABOVE GROUND ' L9 PROJECT NAME: 1 1 ADDED FILL FRONT .... p 0.2 X,4 / PROPANE TANK 11 x 11 EXCAVATION ;y j 1 r EXI TING AT EXISTING LOCATION THROUGHOUT FRONT YARD TO COVER SEPTIC r STOY! /;, ROPOSED ROOF S, RUNOFF DRAINAGE �l 1 BUILDABLE AREA NEW FINISHED GRADE HOU PORTION OF SITE 10'-2• ----E ISTING CONCRETE 11 m EXISING 1 T' 11 m � IVEyV F 1 " RETAINING WALLS 1 m HOUSE 1 N FOR BASEMENT EGRESS, UNIT g G wr' , ' 6 NEW CONCRETE to G EXISTING AC ;fl p 1 1 OO NEW 1 TO BE REMOVED NEW 2.$TORYt T . 6'J"?. LANDING FOR DOOR 1 N 1 � NEW 2 S RY 1 ADDIT N 1 MIFF A 5 \tADDITION _____ z 1 O 1 O 1 �A 1!' 545'$F' -r EXISTING WALK, 544 S O 1 y ,,;,.,,, � ,a`'. r A /'.` OUTDOOR SHOWER O y FF 22 / \ AND BASEMENT BILCO O 3190 PARK AVE 11 2 \�^O 11/ J' 61V a O �\DOORS TO BE REMOVED 11 1 PROPOSED Y /��yP �� )j PROPOSED SILT 1 1 ROOF RUNOFF DRAINAGE 1 +f%• ��h\O,�O -� FENCE DURING 1 1 UNDER DECK \ t A�j' /��/ CONSTRUCTION 1 1 EXISTING WOO �_ 1 / 1 DECK TO BE RAISED TO MATCH O HOUSE ELEVATION -�' + �EA r^R LINE NEW STEPS TO GRADE-�-----�- � �-"=- � i- of V/ z EXISTING SEPTIC - 1 TO BE FILLED USING I O W MATERIAL ON SITE 1 1 1 AND REPLANTING NATIVE PLANTST�-- r S p o c 1 O PARK AVE / o o EXISTING DECK AT GRADES y -o_ IpEYARG "q a LANDN/F 1 1 1 TO BE REMOVED.TO BE 5 0 - i ' V --11 -o � 1,' ='- i-.� M e DAVID a ROTS 8 1 REPLANTED WITH NATIVE PLANTS IRREVOCABLE TRUST _.,z) - - PROJECT ADDRESS: 11 11 iJo7BUILDABLEAREA LANDN/F m f=T ,_ -_ _ Ya r7 3340 PARK AVE 1 w �'— BRADLEY HELIES A p , _ o o-a� MATTITUCKNY,11952 i� PORTION OF SITE(BEACH) F / �_ 2013 TRUST 1 -- -- \ OEFBAYBERRYE 1 1 SEAWARD EDGE 0 o X v`� -1 ED atc EXISTING BAYBERRY BULK.i1E� - -t - b SEAWARD EDGE _ o A OF BEACH GRASS 1 11 4'WIDE BEACH EXISTING— PERMEABLE PATH F� -_ _ _ - 1 - - o- Z�—SEAWARD EDGE OF •_ y 1 ' ly - _T:,. _. -. SPARTINA PATENS PROPOSED SILT 7 ''.Lo ..-'_ -_- - .• 11 1 FENCE DURINGOF CONSTRUCTION -_ t•',_.,- C EXISTIN _ r 1 SEAWARD EDGE \S "_ i OT BUILDABLE AREA DRAWN BY: 1. ., OF BEACH GRASS m / PORTION OF SITE(B CH) D DATE: 11/3/2025 9 025 9:14:39 AM PROPOSED ADDITION lb SCALE: OF BEACH GRASS y DRAWING SHEET NAME: \\� 0 r r SITE PLAN i I 0 DRAWING SHEET NO: H.W.M LI NE ra SITE PLAN —', ENLARGED SITE PLAN - as°;- ■ C scALE 1:250 510 713A APPLICATION 10.31.25 A-003 00 `� SCALE 1:150 GREAT E A T P E C O N I C �� ARCHITECTS: ----- -- ---- WudowSchedWe i Typ Family Coved Fa and Type Rough Height j Rough W!dth I Level I Mamdadumr _Type Comments__ 1 g Q SA M U E LS W1 i16 Wndow-Gliding-Andersen�SerIm4' 4'•01R" 4'-017 <vaev Andesen Aluminum-dad wood I NEW SOLAR PANELS TO BE STEELMAN COORDINATEDWITH `x4' I Co po atbn gfiNwindow SUBCONTRACTOR W3 1 WmdrwG e � Series: E_i 4'-017 2-81R' FIRST FLOOR j Andersen Alummumdad wood fo ed l I I �_ISedes:32'x48' �Corpaation_ `casemenlwindow i 1xB PVC FASCIA BOARD lIdux} _ 3'-D17 T-017 RRSTFLOOR Andersen Alm!munrdadwood - w/1x4TRIMW/1X6FRIEZEB ADDRESS: I l D 13-0'x3'-0' Corporation gilding window 1 I I I I WGROOVESOFFIT PANEL — _ 9 9 NEWASPHALTSHWGLEROOFINGPERSPECS I I I I I I 25235U41MROAD IW4 7 WmdmvCmment-AndersenESeries 2'-617 2'-417 FOUNDATION Andersen ANuninumdadwaod _ I I I I I I __ 44 ON LATH =� _ _ CUTCHOGUENY11935 :Y4'x76' n asementwndow -- ONRAFTERS PER PLAN _ --_-- _-.-----.�_-- ____-_�-- Caryoraho—.-- -.—_-.� LeveITWOTOPPLATE�� 631-734-6405 W5- - 2 �Wmdow-GliktAndersen-F-Sedes: 4'-01R' 5'-011T SECOND ersen Alummumdadwood I NEW HALF ROUND GUTTER - — - - — - — - — - - — -2Y-V u _ _5-0%4'-0' _ FLOOR Copoaton 5ffvgwindoN 2 CEMENT BOARD SIDING ON BLDG. CONSULTANTS: TWndowCasemer!LFaed-Andersen•E 5'_ •01R' 3'-01R" FIRST FLOOR Andersen AluminumtJad wood fixed PAPAPERONSIB'PLYWD.SHEATHING 1 1 1 1 QS Epp NSI ENGINEER: ISedes:36'x6T ICorpaation casementwmdow NEW ASPHALT ROOF PER SPECS MARESCA&ASSOCIATES W7 13 Wndow-Gf� Andersen-ESedes:4'IS-0VT i4'-01R' FIRST FLOOR Andersen Aluminum-dad wood SCONCE LIGHT � I ON LATH UNDERLAYMENT ON 314'PLYYJD R Level NEW RR HEGHT 188-04 W.MONTAUK HWY ! !x5 Corpoaton ,gGdingWindow ON RAFTERS PER PLAN I i6'- R' HAMPTONt3AY,NY11946 W8 13 WindowG6dng•Andersen-E_Sedes: .5.01R• 5-01R• FIRST FLOOR Andersen Aluminundadwood — - — — - — - - — - - - - - NEW ASPHALT ROOF PER SPECS Level KITCHEN RIDGE OWNER: 5-0'x T-W CUP-bon g6d ng window - — - - — - — - - — - - !W9 I1 Wmdm*G6dug-Andewi-E_Sedes: '3'-417 5-01R' FIRST FLOOR Andersen Akff&umdadwood ON WE RAFTERS - - - - 15'� ON EXT.RAFTERS jz� Level SEEONBf{0Q� CHRIS ROSS I 5-0"x3'-0' Coporaton gGdngwndow 14:_4� 3340PARKAVE W10 1 Wndawsky WVELUX_FSdeck_moulY-8Ne 2'-2' SECOND 'VELUX Designed forded ix6PVCRAKEBOARD - _ — _ - - _ - — - o} LveINEWTOP SOUTHOLDW,,11971 VIM TRIM WI1X6 FRIEZE BD ;_41— x - _ - T� Nn casernerdwindow A�p00RPVCTRIM O EBD D ED3 D2 Q Qnted-bW:d14FLR mounted'msfa�a6onsWndwrCasement-Mderseo-E Series 3'-01R' Y-41R° FOUNDATION Andersen Aluminumdadwood Level STINGTOPP 17-4' IBAAPPLICATION 4lJ24 ' Wndow-skylight-VELUX_FS-0edk_mou'TW IY-T TWO TOP VELUX Designed for deck ° b TRUSTEESAPPLICATION 6R024 nted-faed s01 PLATE mooted mstalla6ons ---- --- METAL ANDWIRERAILING PERMRAPPUCATION 9lJ024 PERSPECS SCONCE LIGHT ISSUEFORCONSTRUCTION 1/825 GAS HOOK UP FOR GRILL Level FIRST FLOOR Il ISSUEFOR CONSTRUCTION 22725 5-2' AMENDMENT 101125 LevelEl(FIRST FLOOR ZBAAPPLICATION f01J125 Level GROUND LEVEL YC PROJECT NAME: 7-1' r f .f:�. ✓„-r �.%✓.✓: r.✓,:✓✓ , �!.� LevelEXGROUND !j i III= =1 ! - —i �. - - _i CUS M DOORS — —. I" I I t,,-i ! y - f -.. FORACCESSUNDERDECK — I I I;—_ I,—I I - i'LeveIFOUN_DATION -- = IXISTWGB'CMUFOUNDATIDNWALL�L = _ _ —,1 IL L I.__ _i I--I .i st7HJl-y.�- ✓!! !, �i ��._ j REPLACEDW/PCfOUNDATIONWALL —1 ��'i'— ! -T, � Tit I! l { I 1 SOUTH ELEVATION i I I �! _.i L; z1' L_ j{ SCAM 1/4'=1'-0- E may;irf 1 5 6 SSj jl ff O NEW SOLAR PANELS TO BE Q r +E f COORDINATED WITH �1�! ASPHALT SHINGLE ROOFING PER SPECS SUBCONTRACTOR ON LATH UNDERLAYMENT ON 3/4'PLYWD q i ON RAFTERS PER PLAN 1x8 PVC RAKE BOARD wI1x4TRIM W/1X6 FASCIA BD I I I I I I I I I I I I I I I I I I I I I I I `I r��IrO�0'•+L1 �,/J I I I I II I I I I I -e--`_q _ _g0E-u L';T�SjD w 0 WIIX4 FRIEZE BD _ — _ _ — _ _ _ _ _ _ �`LeveITWOTOPPLATE_Il v, NEW HALF ROUND GUTTER -- - - -- r 2—O' I O w © I CEMENT BOARD SIDING ON BLDG. - 5 1 1 Level NEW RR HEIGHT PAPER ON 518'PLYWD.SHEATHING i 16'-5 R' METALANDWIRERAI — - — _ rev DGE-/� PER SPECS LevelSEC� PROJECT ADDRESS: 1X10'PVC DECK EDGE BOARD— _ _ _ _ LeveINEWTO 3340 PARK AVE PPLATE t1 MATTRUCKNW11952 Level EIOSTINGTOP PLATE2 � NEW CASED POSTS AT PORCH ©.' _ NEo pyi �63SF NEW 8'PVC CASED POSTS ATPORCH G\S� 1x512'PVC TRIM BOARD W/CUSTOM CAPITAL AND BASE,MITERED ATDDORSANDWINDOWS _ GRESSENDOAT W 1X10'PVC FLOOR EDGE BOARD J _ _ Level FIRST FLOOR I', 5.2'Ky _ - OF NEW Level EX FIRST FLOOR Level GROUND LEVEL l DRAWN BY: Author I vel EXGROUND VED:140SFCMU 1 . iI DATE: 1113120 259:15:05 AM 1. E I'FREPLIACED UNDAIONWALL UNDATIONWALL SCALE: 114'_1W BIB L DRAWING SHEET NAME:To r-'� i.�—'��--�?�\>�t r -I -r-i I I-7- �T-I-t � }-I- } }i'T_ Ii�evelF_OUNDATION /1 I _ — lI — r-- -0 8' ELEVATION I DRAWING SHEET NO: WEST ELEVATION A-301 .01 acaF rl<•=r'�' ZBA APPLICATION 10.31.25 ARCHITECTS: NOTE.SEPTIC SYSTEM NOT FOR CONSTRUCTION.REFERENCE ONLY. SA M U E LS+ SEE CIVIL ENGINEER DRAWINGS FOR CONSTRUCTION STEELMAN ADDRESS: 25235 MAIN ROAD --_� CUTCHOGUEW 11935 -> - 631-734-6405 - " - CONSULTANTS: \ :- ENGINEER: \ - MARESCA&ASSOCIATES EDGE OF 188-04 W.MONTAUK HWY \Jr PAVEMENT HAMPTON BAY,NY11946 2 - OWNER: - CHRIS ROSS SOUTHOLD MY,11971 \ REVISIONS: \ MA APPLICATION 4/324 TRUSTEESAPPLICATION 6/1024 tij j Sly 9 PERMITAPPLICATION 0024 \ O Q Q�� ISSUE FOR CONSTRUCTION IW5 \�0P J -` •, .\ \� Q• F \ \ /—NEW POURED CONCRETE STAIRS ISSUEFOR CONSTRUCTION 22725 J 'OIL STOCK -, � / TO NEW 9.5 GRADE AT SEPTIC AMENDMENT 16I,25 \\ SYSTEM IBA APPLICATION 1013125 \ IL E,AREA \2� PROJECT NAME: �. +�-ZOO Sf ` \ r / �EW STEPPED CONCRETE SOIL STOCK RILE. */+7 5 / / RETAINING WALL TO NEW FINISHED �}\ /' GRADE 10'-2"(2'MAX HEIGHT) WATER METER Tom"+5.0 < / / / /\. TO REPLACE EXISTING WOOD � ., '_s��," .: :=AREA 400 sf p =.-,. :/ `\ WALL 3 9� F• ' --NEW STEP STONE PATH EXISTING GRAVEL DRIVEWAY. �\ , .. �O '8 9`6 \� / —NEW SEPTIC LOCATION1. z �•.,j ADD NEW BLUESTONE GRAVEL "� uv\' / \•� SCDHS APPROVAL R-24-0262 O / TO SLOPE TO NEW RETAINING '�;0/' :� i`� / SEE SEPTIC DRAWINGS WALL APPX.7,800 CU ADDITIONAL � �6, �.. FOR DETAILS(S-2) EW COMPOSITE WOOD Q STAIR AND DECK REPLACE CONCRETE `�r / `� AT NEW HEIGHT(13') RETAINING WALL TO Y,-\�} / / VS2 NEW HEIGHT /�\ ~ \ \ v, 70 \ Z (MAX 2'HEIGHT EXPOSED) � �\.�>�;;_. / \� \ �� `•.� EXT OVERHEAD— 4 S UTILITIES o�i57 (ELEC) 0 W \ D } +14.2 TREE TO BE REMOVE +8'5 \\ FOR NEW SEPTIC.TO BE REPLACED 1 ONE TO ONE ON PROPERTY PROJECT ADDRESS: / KAVE TEST H.�� \\ MATTIT CKW, MATTITUCK NY,11952 // FDA PROPOSED WATER LINE 1 STOCKADE FENCE ADDED FILL FROM EXCAVATION 1 f0 2. oF"er' THROUGHOUT FRONT YARD ' I ��E S DRAWN BY: Author TO COVER SEPTIC NEW ''' ��. 111312025 9.,14:42AM �''• �,EXISTING,'1�, � � i DATE: FINISHED GRADE 10'-2" EX FF.�11} SCALE: %STORY' DRAWING SHEET NAME: NEWHOUSE 547 SITE PLAN NEW COMPOSITE WOOD r DRAWING SHEET NO: SITE DESIGN PLAN SCALE: 1:150 ZBA APPLICATION 10.31.25 A-004.00 ARCHITECTS: EXISTING CONDITIONS INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS REGARDING SA M U E LS-�--EXISTING FACILITIES AND CONDITIONS IS TAKEN FROM DRAWINGS.OTHER FORMS OF DOCUMENTATION,VERBAL AND WRITTEN REPRESENTATIONS STEELMAN FURNISHED BY THE OWNER,AND OBSERVATIONS IN THE FIELD WITHOUT EXTENSNE EXPLORATION OR DIMENSIONAL VERIFICATION.CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL INFORMATION IN THE FIELD PRIOR TO ORDERING MATERIALS AND PRIOR TO PROCEEDING WITH CONSTRUCTION.CONTRACTOR SHALL NOTIFY THEARCHITECTINWRITING ADDRESS: OF DIFFERENCES BETWEEN WHAT IS INDICATED IN THE CONTRACT DOCUMENTS AND THE ACTUAL CONDITIONS THAT WILL MATERIALLY 25235 MAIN ROAD AFFECT THE PROJECT. CUTCHOGUEW 11935 631-734-6405 CONSULTANTS: NOTINSCOPE ! ENGINEER: REMOVE ALL EXISTING REMOVE ALL EXISTING MARESCABASSOCIATES 188-04 W.MONTAUK HWY REMOVE DECK ABOVE WINDOWS RIEDIMAINSHEATNGTO FXISIING WALL OR HAMPTON BAY,MY 11946 AND STRUCTURE BELOW PARTRIONWAILTORSMIN OWNER: I - II - L e e m REMOVE ROOF FRAMING I JI l- ! _ i_I - I I _ I I CHRIS FOSS zi REMOVE DECK AND STRUCTURE DEMOLITION 3340PARKAVE SOUTHOLD NY REVISIONS1 IBAAPPUCATION 4/d24 7, ".:.._ TRUSTEES APPLICATION 620r24 _ :: I �,IL,� _ f, I_ ... F \____�NRt��y ��-� \,-�`��--�✓`\, PERMITAPPUCAl10N 9/J024 — I I �F-X1ST1 EXIST.H L EXIST. -- NGE- YDECKI , � OVEEXISTNGROOFFRAMING ISSUEFOR CONSTRUCTION VB25 REMT AL STRUCTURAL ENGINEER ADVISED UNDERSIZED ISSUEFOR CONSTRUCTION 227/25 BATH IJ :I II EXISTING BEDROOM II - D D EXCAVATE UNDER HOUSE FOR BASEMENT ---_-J L---J L18-:-LI jJ AN DAMAGE / bi AMENDMENT f0/f25 FOR VATTED L " _ _: SITE !' - _�-—-—-----—-—- It // � �`��-/- ZBA APPLICATION f0/Jf25 1 EXCAVATED MATERIALS TO BE KEPT ON - IXISTWGI2X6RIDGE PROJECT NAME: I - -T. -7 I / EXISTING BEDROOM III / III f1'i t n ' - FXT 2X6 FJ TO REMAW 1 I I EXIST.HALL AND III I LLi `� L -�+-'----�_` I �I II LAUNDRY I'` �'L'I /,. � / )i REMOVE2X6RIDGE I I +FJOSTING 2X6 RIDGE_____ II ` REMOVE ALL EXISTING _ ; ---------- J L--- J LL JJ I --�-- - CABINTRYANDAPPWNCES '.It I. J I ._I+ ----------- I ---- �� I� EXISTING KITCHEN + `I _I o Mn 71 - - EXISTING BEDROOM 1I — 1 -------------\GIR _____ ILL�I I\ --- IXLRR2X6@240C. - FI REMOVE \\> ' RR 2X CH70S11NG 6 RIDGE .:.. EQUPMENTCH - �JREMOVE 1 .COLUMN \\\ / ofL _ TEMPO \ EXISTINGO uj - . + ~ ' TO RE \\ MAIN BEDROOM �1 , D-� EXI`TINGDNINGAREA \\ \\ l\ PORTION IO ROOF RAFTERS\�� WHERE NEWADDRION IS TO BE LOCATED_,TINGSTORAGE a, `� ��-- \\ l < I I � \0 s ` ( \ / ------------ ------- Y 1 O� \\ '9 PROJECT ADDRESS: DETACH DECK FROM HOUSE \, \DURING RAISING `� \ \ `�� 3340PARKAVE \ /\ MATTITUCKW,,11952 \\ REMOVE ALL PLUMBING FIXTURESDEMO CMU FOUNDATION \\ AND FINISHES WALLS ATEXISTNG4'�'HEIGHi \\\\ / F3'I �y /� r REMOVEEXISTING STRUCTURE DECKBOARDS ' EXISTING LMNGR\M RETAIN EXISTING SLAB `./ ' 9�OF NEVI I REMOVE DECK ABOVE \% \ DRAVVN BY: Author DATE: 11/3/20259:14:50AM 7 �.- I SCALE; As indicated i Q----_----�� DFiAWING SHEET NAME: REMOVE BILCO DOORS 1 \ \ AND STAIRS d ' DEMOLITION PLAN o 2 BASEMENT CONSTRUCTION PLAN EXISTING FIRST FLR DEMO PLAN a� DRAWING SHEET NO: SCALE 1M'=1'-0' SCALE: 111'=1'-0' ZBA APPLICATION 10,31.25 A-099.00 ARCHITECTS' PVCIU COMPOSITE RAIUNGPRSPECRE SAMUELS�- wCRISERSPFR RAIUHG PERSPEC T SPEC (� a CONSTRUCTION PLAN LEGEND STEELMAN I O NEWCASED POSTS3I 35D.0 NEWC4.2X6W/ 1. CONFIRM DOOR AND WINDOWSCHEOULESPRIORTO -S. I I SBlPSON LPCSZPOST ORDER I CAP+SIMPSON ABLL66Z 2. CONFIRM DDSTINGCONDITIONS PRIOR TOSTARTING �1 p 3D2. I WORT( ADDRESS: 4 1 B-117 -017 I 4. ALL EXISTING SUtFACESTOBEPATCHEDANDSKIMMED 25235 MAIN ROAD r-n ire NECESSARY AND PAINTED WITH LOW VOC PAINTS. CUTCHOGUE NY 11935 5. A LICENSED ELECTRICIAN TO PERFORMALL ELECTRICAL 631.734-6405 WORK CONSULTANTS: 1 c-n• a'-r z-11l7 NEW 6- NEWCOMPOSITEDELKINGPER 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS.THE SPEC ON NEW DECK STRUCTURE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS ENGINEER: 1 3 "1t pE �'Vll AND UNDER THETUB IN THE BATHROOK MARESCA&ASSOCIATES —7-*s 1ri. 11. ONLY LOWVOC PAINTS AND FLOOR FINISHES SHALL BE 188-D4 W.MONTAUK HWY —— —— — p 2 2Y EW H D 2Y8 o iz-11/C USED. , HAMPTON RAY,NY 11946 r 6 ED 6 I I CHRIS ROSS ¢ IV-817 I "' 3340PARKAVE o E=M3WALL .e ti SOUTHOLD NY,11971 I c 3 J BATH m NEWRR HD m STING 2X4 WALLS �� NEWWALL REVISIONS: 1 = 9103 _ _ ro - SISTERED WI2X6 ( ) BEDROOMIxs, I I D1 NEWCJ2X8@160.C. c /`/ ZBAAPPLICAiION 4/3/!4 102 __2.2XDN s-1017 = x c WINDOW TRUSTEESAPPLICA77ON 62024 EXISTING 2X4 WALLS o A NEWCJ2Y6@f60C 1 - / PERMITAPPLICATION W024 SISTEREDW12X6 L--- p T S i �, HALL BEDROOM ¢I 'L e DDOR ISSUE FOR CONSTRUCTION 212712 M, r-D ! 101 °C m `' /'`, \ IsEEsct£axEGNSIEErx-x:oq '1 104I `2L 30101 ISSUE FOR CONSTRUCTION 22725 AMENDMENT f0/l25 i i i x t- x x SISTERED RIDGE BEAM-912h1 I DI NEWPOSTTOROGE t 352.0 OVEIVI)AND BASENLLWORK ZBAAPPLICATION 10/3125 ________ (ALL MLLWORKTO BE CONFIRM i W/D35 2X6R G "' i� =360. - VIA SLOP DRAWINGS) PROJECT NAME: WALLTYTAG & ' D2 x D3 ON ro NEWCJ 2X6@160C r D2 i^ (BEE WALLDEAKSFEJTTA408W) a 2.20HD OROOM31 I tizr z-617 -0p1. 2 ROOM r 105 I— — \- 360. IO1 ROOMTAG r � B �.S � EWPOSTT '4 roR P fu 3�I I D3 `�' \ ��` J 106 / Op NEW AC CONDENSER ON E(TEIOR WALL • '� '�` ATTACHED BY BRACKETS ONTI 5 TE BE O O NEW POST A360.0 SIMPSON HHU5410 O 17 i 1 °nt ° KDCH \ HANGER EACH EMO - RR 2X6 @24°O.0 I e -mil r�1081---/-T J j '� 1 DININGAREA 107 EXISTING 2X4WALLS SISTEREDWI2X6 o - y .r 5 �� 3• o EXISTING 2X4 WALLS 1 > SISTERED W/2X6 FLOOR:TILE FLOOR 2 1 2 o EWCJ2X816"0. m c YEW 2816'O.0 GYP BOARD 32.0N I : - �' r WALLS,GYP BOARD. V^ Z 5 - - - - - - - -- - HD 2.2X` j CEMENT BOARD BASE O 6 \%JIN �ED3 � ,X� ye a \a LMNGROOM PROJECT ADDRESS: 'te /�(\ � 3340 PARKAVE 1$0° r'` 1/, a I MATTITUCKNY,11952 Ilk HANGSSIMPSONHHIb.50R HANGER 0 `s 1�1'�/� R y� 'off / P `` St J0 NEW COMPOSITE DECKING PER SPEC fD2 ON REPLACEMENT STRUCTURE ,n V1�� g \�\ t•: ^2 IA302a0 \B.e 5°XS'318'•PROWDE Sr O �Q! NEW METALAND WIRE \J m ROMENTCONNECT70N OF NEW RAILING PER SPEC \E EACHEND DRAWN8 KS yU� DATE:ATE: 112/28/2026 4:55:15 PM 1r-6t 3 SCALE: Asindicated DRAWING SHEET NAME: \ 3 302 00 FLOOR 1 CONSTR.PLAN COMPOSITE TREADS AND °\d PVCRISEtSPER \� / DRAWING SHEET NO: K SPEC 1 FIRST FLOOR SIDE IA'°14. 4 ZBA APPLICATION 10.31.25 A-1 00.01 ARCHITECTS: z SAMUELS+ CONSTRUCTION PLAN LEGEND STEELMAN 1. CONFIRM DOOR AND WINDOW SCHEDULES PRIOR TO ORDER 1 J51.0 AJ020 2. CONFlRMIXISTINGCONDRIONSPRIOR TOSTARTING WORK ADDRESS: 1 4 I 4. ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED 25235 MAIN ROAD -350.0 AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. CUTCHOGUENY11935 5. A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL 631-734-6405 WORK 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS.THE CONSULTANTS: WATERPROOFING SHOULD EXTEND UNDER THE CABINETS ENGINEER: { AND UNDER THE TUB IN THE BATHROOM. MARESCA&ASSOCIATES - - - � IIII ; II p, 11. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE 188-04 W.MONTAUK HWY II, T T USED. HAMPTON BAY,NY 11946 OWNER: EASTINGWALL CHRISROSS II ' 3340 PARK AVE NEWWALL SOUTHOLD NY,11971 I { 1 7 I I I I I�I I ! , I REVISIONS: WINDOW ZBAAPPLICATION 4W4 rIII I L I I I _ TRUSTEESAPPUCATION 620/24 DOOR PERMITAPPLICATION 913024 ! IIII I{III ! 1 4 I`�; III I (SEE SCHEDULE ONSHEEMM) ISSUE FOR CONSTRUCTION 1/&`15 ISSUEFORCONSTRUCTION 22725 /360 ovDwEADumeASENmTwowc AMENDMENT 10/125 J52.0 VVIASHOPDRAWINGSjcoNPn2MEO ZBAAPPLICATIDN 10/3125 ! I I III I I I I III I III 51,E I I I\ I III I --O WALLTrPETAG PROJECT NAME: j I I I {IIIII I II I I IIII I I (SEE WALL DETAIL SHEET MIX 00) ROOMTAG I III I I IIII �.21 IN I ' �� o � I II 2 ROOM D -360. — � 1 I�I I� I II�I III 1 Ala' I 111 . �IN0 5'0'I I IIII IIIII IIII IIIII I OFFICE 1 II l u l l 20z ocA�J O III I ?� -001.0 i 'VA ��0 a 1 �I�II I(gg� b1 1 j bids �. 353.0 �� ! O rT ' t I % M.BAD D12 HALL 1 1 C f ! 201 1 203 \ 1 NEW TILE FLOORING 1 11'. I I r l$0,60G o THROUGHOUT ZDulhoj'I'G'V q U) go/� — 0"xc'_^.f!�Sc U) 7 2 n O Lu•s �- zo4 � � e%� a 1 FLOOR:TILE FLOOR 4� D << a 10 G CEILING:GYP BOAR I 16 7 00.00 WALLS:GYP BOARD+ CEMENT BOARD BASE PROJECT ADDRESS: <�\` - 3340PARKAVE - BEDROOM V� \ �� MATTITUCKNY,11952 CLOSET I IORS 205 �(E 5 < INTEGRATED DRAINAGE BY OTH NTER 1 0 ` ERS a 9 \ �', TO LEADE TO LEADE EXTERIOR R ED2 ,�E1tED ARC H/roc Rs 1 G 5,a y� 2,2X6POSTS A y 2 g DECK.,,, � � - `• bid 3.20 POST, p 302.0� 7/8•'L0 RIDGE TO HEADER SIMPSON 3 y \J g P BCS POSTBASEAND CAP aF !G � i COMPOSITE DECKING WI s DRAWN BY: Author FRAMING ANGLED FOR SLOPE 3 9 DATE: 1113120259:14:56AM � SCALE: Asindicafed ZF DRAWING SHEET NAME: \ 3 � A�02.00 FLOOR 2 CONST PLAN i DRAWING SHEET NO: SECOND FLOOR SCALE: 114•-,4• 4 ZBA APPLICATION 10.31.25 A-101 .01 ARCHITECTS: CONSTRUCTION PLAN LEGEND Q SA M U E LS Q 1. ORDERMDOORANDWINDOWSCHEDULESPRIORTO STEELMAN ORDER I 2 CONFIRM EXISTING CONDITIONS PRIOR TO STARTING WORK 4. ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED 11.0 -302. AS NECESSARYAND PAINTED WITH LOW VOC PAINTS. ADDRESS: 1 4 1 5. W LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL 25235 MAIN ROAD CUTCHOGUE MY 11935 NEW STANDING SEAM METAL ROOF PER SPEC 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS.THE 631-734-6405 ON 314'PLYWD ON RAFTERS PER PLAN. WATERPROOFING SHOULD EXTEND UNDER THE CARNETS PROVIDE RUBBER MEMBRANE AND UNDERTHETUB IN THE BATHROOM. CONSULTANTS: 11. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. ENGINEER: — MHIMASSOCIATES �� 188-04 ONTAUK H-_— 188-04 W.oasnNGwqu HAMPTON RAY,NY 11946 SLOPEJ/12N '.I NEWSLOPELI ONNNEW EW34D'IPLYNO NEWNG SEAM METAL RRAFTERSPERPLANOOFING PER SPEC OWNER: � j.l j � 0 NEW � CHAISROSS PER ! 3340PARKAVE ON NEW STANDING SEAM METAL RAF ERSSPECSP I 1.5/12 SLOPE SOUTHOID IVY,11971 ON NEW 314'PLYWD ON NEW RAFTERS PER PLAN �I i I I III I I I g wwDow NEWASPHALTROOF NEWASPHALTROOF I7 REVISIONS: -_- ' DOOR ZBA APPLICATION 4W4 j i l (SEE TRUSTEESAPPLICATION 6QN4 PEWITAPPUCATION 9/3N4 3,-8 W II W I 1 ! 11?; oa a - I ----- OVEOB MILUNOW ISSUEFOR CONSTRUCTION 1425 ut"`L``mTCONFlR1D ISSUEFOR CONSTRUCTION 7l1725 VIA SHOP DRAWINGS) AMENDMENT 101125 1 WAILTYPETAG ICI i i I I I 1. I 60, 'I I 2.0 11 >-BAAPPCICATION 10131/15 (SEE WALL DETAIL SHEETA-M.W) NEW METAL SHINGLE ROOFING ON NEW ROOF RAFTERS(CRICK FOR DRAINAGE)OVER NEW ROOF. I 1., .tJYt. I :I .�\'� I 1 - (� I I ROOM ROOM TAG PROJECT NAME: a I I II .�Y�9C ISIVOP�I o � 101 NEW STANDING SEAM METAL PER SPECS 2 ON 3/4'EXT PLYW'D ON EXT RAFTERS I _ I I i loQ� i �.q ;(( _ fr -; l� NEW HALF ROUND GUTTER i NEWSLOPE31I2 I -12 C� ^` Ja„ec 13' 1 --'�-I� A-401 ---J C/) O I 15 INEWSLOPEYI2 I I 14 j V "• / ASPHALT SHINGLE ROOFING PER SPECS ON LATH UNDERLAYMENTON NEW 314'PLYWD 2 ON NEW RAFTERS PER PLAN 52.0 SVOQE, 1 - 400.00 \ PROJECTADDRESS: ca 3340 PARKAVE MATTITUCKW,,11952 IEDAR 2 \ �q 0443 O 02. \- - �� \ DRAWN BY: Author DATE: 11/312025 9:15:G0 AM \ SCALE: Asindicated DRAWING SHEET NAME: \ 3 \ -302.00 ROOF CONST PLAN \\ / DRAWING SHEET NO: TWO TOP PLATE ZBA APPLICATION 10.31.25 A-1 02.01 ARCHITECTS: T CONSTRUCTION PLAN LEGEND SAMUELS+ 1. CONFIRM DOOR AND ENDOW SCHEDULES PRIOR TO STEELMAN ORDER I 2 CONFIRM EXLSTING CONDITIONS PRIOR TO STARTING REPLACEMENT 12'SONO TUBES WORK 4. ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED 1 302. SET36'INTOGRADE NECESSARYAS ADDRESS: 1 1 J51.0 4 1 5. ALI ENNSEDELECTRICIANT ERFORM ALLELET PAINTS.P AL 25235 MAIN ROAD 350. s-1• s-olrr 1 WORK' CUTC OGUEMY11935 fi. WATERPROOFING IS REQUIRED IN THE BATHROOMS.THE -- 405 WATERPROOFING SHOULD EXTEND UNDER THE CABINETS CONSULTANTS: 1 zo•-s rr P I DL3.2XB ;� AND UNDER THE TUB IN THE BATHROOM. •.,.. •. .; o DL3.2X6 11. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE MARESCA&ASSOCIATES .. ....: 1�PTo BAYS 1946 CUT BACK FOUNDATION FOOTING ® EnsTBIcwaLL OWNER: a 17.z,a' c AT PROPERTY LINE.V.I.F. 0 NENWAtL CHRISROSS NEW POURED 10'CONCRETE n I ELEC HP WITH ELEC 3340 PARKAVE FOUNDATION WALLS !11 �. wOuooW SOUTHOLDW,,11971 WITH lTX36'P.C.FOOTINGS BELOW. �� Y_ Y✓ BACKUP ON 2'HIGH CONC.PAD ��----- SEEDETAIL \ 3 71/ REVISIONS: �� ZBAAPPLICA77ON 4L324 CUTBACK FOUNDATION FOOTING (_; I I DOOR AT PROPERTY LINE.V.I.F. > LL HR /.- �' IHRRATED I 1 �� (SEEscxEoutFONsxEErX-xcq iRUSTEESAPPUCATION 6/1024 STEELWINDOWWELL NEW4"CONCSLAB �ma RATED CEILING MECHAN61- I / i PE2MITAPPLICATION 0024 I` a WALL m '\..- L J _ J ISSUEFORCONSTRUCTION 1425 AS NEEDED FOR FINISH GRADE a REINFORCED W16X6,10110 WWM I m a _ OVERITADANDBASE MALWORK WI TILE FNISHW/NEW4°RIDGED" -YHR m ________ (ALLIELLWORKTGBECONFlM7ED ISSUEFORCONSTRUCTION 22725 p VIASHOPDRAMNGS) INSULATIONBELOW />^„ iATEp = 1 f AMENDMENT 1011125 METAL DOOR D5 �60. ,mac, 1 3520 (SEE WALL DETAIL Mt�ETAtW00) ZBAAPPUCATION f0/J125 EXTFJESISTERED91/4"LVL 12'01C _ C NEWPOST ROOM PROJECT NAME: _.,___34X4 DS 101 RDOMTAG - 21" NEW ELEC DRYER ......--- _ __.... ^.1 2 _ SI WALLWITH NGOUT 312"LALLY 12.912"LVL_-- �60. -COLUMNWI T! v 2X2'16P.C.FTG `,\ i?' -- t PROVIDE DOOR OR 3-7114"LVL �, 3.7U4'LVL OTHER ACCESS TO VENTSI ;Li ad. I UNDERSTAIR ! AS,"�i' 3 � � -1 -s• ---- �_ -tea i is(. :L \ r t\r\S�1 p 1 tii 5 POST \ E�\`' 1 �.4s`6% ':/.'. )p O ABOVE 1�� -`\,�/" '`�•:. 1 1 I;C TTp..*fin I H 353. 2O1'r eL EXTFJWISISTE D —\-' 0 { �!Y_Ji iiSr � 312"LALLYCOLUMN :r 1 9114-LVL@12'01 \ �= AND17(2'16P.C.FTG _ 2.00 y l NEW POURED 10'CONCRETEJ O WITHFOUNDATION WALLS + X 1= NEW4'CONC SLAB •, V�/ WITH 12'1(36'P.C.FOOTINGS BELOW. \ �� REINFORCED WI6X6,10/10 WWM SEE 2-7 DETAIL. I \ ; POST (WITILEFINISHW/NEW4"RIDGE ABOVE (N SULATIONBELOW O 1 1 1 '.`:2X10LEDGERWl14"TINT ERLOCKSCREWS 16':' __,-A ��✓ ■ ■ ■ 1 STORAGE �'- HIGHCAPACITY ' '- k F� 005 35 0 DRYWELLS PER NEWPOURED CONCRETE ---- -io TRUSTEES PERMIT. SEESITEPLAN FLOOR:TILE FLOOR -� FOUNDATION WALLS PROJECT ADDRESS: WRH EXT 129L36"P.C.FOOTINGS BELOW. CEILING:GYP BOARD,.,,��1-� I�`., PROJECT ADD J i SEEDETAII �I~WALLS:CONCRETE OARD+ g0 / F( T a I P EL BOARD BA,5 S ' ABOVE \ MATTITUCKW,,11952 __+ J NEW51279112ANTHONYPOWERBEAMPi (1� ) NEW PATIO DOOR SET ON 7'CURB POS T ABO COMPACTED GRAVEL i 2 I J t o J IA 2011 I �1G`✓' � . ,.::r- � '-,.\ dj• 04436 P1- 1 EXTDL3.2X1D ti DRAWN BY: KS `^ DATE: 111312025 9:14.,46 AM �"`e Ea Ea 3 SCALE: As indicated 141-1 \ N DRAWING SHEET NAME: 3 REPLACEMENT $5 \ A3p2.00 BASEMENT CONSTR.PLAN 12"SONOTUBES W106 POSTS \ SIMPSONA U66Z SIMPSONABU66Z s•O�d BASE \ DRAWING SHEET NO: BASEMENT CONSTRUCTION PLAN \ SCALE: 14•=rpU-, ` 4 ZBA APPLICATION 10.31.25 A_050.00 O © O • ====-_- _ STEELMAN _--____-==== Level NEW RR poll-onm isimiFIN U111= U1 I Level I(ITCHEN MARESCA�ASSOCIATES Ili �:i:��l ��` r ,r• \ i' �1�= /-_ r ' �, , 25235 MAIN ROAD M.N. ` u�a • O - - - _ _ iT- �, , -1_ , - _ � m i ii I 4�• � n■�■■■■� � ■� ,..��, oil, • i ii r�� ■� 1 u CC ■■� i'� ■■� �� , 'a ■I 11■■■1■■■■■■1=_ ■� 1 _ ■1 ■■■■1 ■■� r6)20/24 1� ISSUEFOR CONSTRUCTION 118125 iM � IQLI iRLi � •r , . i_li�■Li_ ram^-. _ _ ti��.��,= „• G.�.�� _� ,,. 1 .r.��. l�� u�eii� �il� - =..��a��3 •, r �r / � � ��Z�� .�5"\ : s�, `r�aa� •.• , APPLICATION �_� � III � I .._�______ //:��1`�.�,. ��la�y��•�;�aS\`�I�4 �� r - - -FINE, ��.i `ate_;�''_'�\��E�111 V��!•_ �-�1....:. �=:� � �'_\ri \��'s\ `li �I��dc� �+ �I��.��a_eee%a -� 1• i-�E r�i ••> `�3;\`O� `a \:a.�'i>\0� __tea�_ xr•c= �� t I i' \�a ^a q\' it I- - • �SiA -a=:r �i��a a._.. I_ l>.�S f I >.�.��> aZ.._ z ==sMw FINE, iL I�> �_� i d ��.. _ ` -a >�>tl_ L�S�t L>�>Y__¢ >C 4>� E� rc:�aii.LiS <.`i<. L A !aasE'�a.S`�-ii '• ; r�l �c 7�.5aeS.��aaL s'a'aic\4aew aa'a�. s::� aae.`i3a '• ; ; © O O • -==========---------- _=== . ., - , - - - -- - - -------------- ---------------- -------------------------------------- i I 7FN�11 I PROJECT ADDRESS: Lamm m .. , i ,r• . �� I � `i � �I 1II .• MATTITUCKW, ■■ 1� ■■■■� ��■ , , ■■■■■■1 I■� II I ■eFRI 1! 11 is of NO Tml� ■� I■■�i�`• �� CA'�G .. �I .. „• , - ._._� �� ■ ■ ��■■\L `ice_ \ - ■� � • �— - ■■itn��a��o��acW,cl`�a�n��oo»� i a[�r—�� •, r �r •.. .��s� --3---�I , i r -_ Ali .■ ..»»»»1»MXN»�a.»a>aL>.»>�»>. \ .�...�■—\I■ •, , � mmsmi'm �■�\>o»u>o»»oav►aa»»ava>o»`.��i a •. r , r r r 1 1 I •� 1 '' ARCHITECTS: G/ NEW SOLAR PANELS BI8 Q SAMUELS+ YI "� O° "SUBCONTRACTOR STEELMAN SUBCONTRACTOR I I I NEW SKYLIGHT US PVC FASCIA BOARD PER SPEC wl1z4 TRIM Wfl%6 FREE BD V-GROOVE SOFFIT PANEL ADDRESS: ASPHALT SHINGLE ROOFING PER SPECS - - I l l l l l l l l l l III I I I I I -- -- I ON LATH UNDERLAYMENT ON 3W'PLYWD I I I I I I I I I 252W MAIN ROAD ON RAFTERS PER PLAN - CUFCHOGUE NY 11935 LATE -- - 631-734-640522'_0. NEW HALF ROUND GUTTER NEWSKYLIGHT I ' 1 1 ELI © PER SPEC CONSULTANTS: CEMENT BOARD SIDING ON BLDG. ENGINEER: PAPER ON5IB'PLYWD.SHEATHING SCONCE LIGHT F MARESCABASSOCIATES Level NEW RR HEIGHT I I i6'- rz' 188-04 W.MONTAUK HWY HAMPTON BAY,NY 11946 — -— - - — - —- _ _Level KITCHEN RIDGE/1 - ---- - -- -- - 15'-v w OWNER: Level CHRIS ROSS NEW METAL ROOF PER SPECS 14'-4' ONLATHUNDERLAYMENTON39'PLYWD— - -� - - - evel 3340PARKAVE ONRAFT€RS-PMPbW - - — - 3'-T SOUTHOLD NY,11971 NEW B'PVC CASED HEADER ATPORCH 1 1 l ® •�E 1 o LeveIEXISTINGTOPP2 T4 REVISIONS: to ;� �. FROSTED WINDOW IBAAPFLK:ATION 4lJ24 NEW 8'PVC CASED POSTS AT PORCH F b TRUSTEESAPPLICATION 62024 WICUSTOMCAPITALAND BASE,MITERED PERMIfAPPUCATION 9 - METAL AND WIRE RAILING h b /1824 PER SPECS :r ISSUE FOR CONSTRUCTION 1/B25 5-_ LeveIFIRSTFL00R/1 ISSUE FOR CONSTRUCTION 212725 ' 1X70'PVC DECK EDGE BOARD AMENDMENT 10/125 STONE VENEER- —-—- - LevelD(FlRSTFLOOR ZBAAPPUCATION f0/3125 WIANCHORS ON_—-— _ Level GROUND LEVEL CONCRETE FOUNDATION ill _ �� I—I I I I I—I LevelGRADEPLANE -—- — - I— = .III;'I I'll I 1 III 11 I III�I"� I=�11—F-I-.i I I I � I - LevelIXL_:01R• PROJECT NAME: =III=Ill=III=111=11 I=ill=III=III=III—III—III=III=III—III-1 Ill=Ill=III=Ill=III--I — I—_I ICI I I—III—III—III—III—I I ICI I—III—I I I�il-1 I=III=1I 1=1 I=1I1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1 1=1I 1=II I—III III—III—III—III—III—I i=1I 1=1I 1=II I—II I=1I 1=1I 1=III—III—II I=III- I-1I1=1I 1=1 1=1I1- =III=111=II��i11��111�=�111 I=IIIII�1I1��III�iI III�IIIII��II�III iIII�III_II—'III-I—I 1I1—I1��III��I11=�III=111�1�IIII�I I=1111��I I�I�I� IIII�� III ��II�IIII=��I�I IIII I'I III=LleveI FOUNDATI01ryI�=yIII� �—III—II�f 1=-TI iTi 1=�T1=f I i'iT�IT�'-ITT=71i—�T'=1�11�T ITI—i-111=i fl-1Ti=f1T=TIT ITI=1Tr ill 1=�f1=1-1T--f I i lT�T��IT�I T=1 i I—�_g•� n NORTH ELEVATION -III—I I—I I I—I 1 I—III—III—III —I 11=III=III=III=L=I I=III—IIII—III=1 I=III—III=III=1 I=III=I 11-I 11=1 I Ill 11=III—III=III—III—I I I>=III llj-1 1=I 11=1 I f P=+'� T—fTl-1Tf=1I1=1I1=1I1=ITI-1T1f1T=fTi=1Tf— I�—I�—i�— — — —i I I—I —_—III—III-191—III—III—III—III—III-11I—III—III—III—I I1 I III I I I III I I I III I I I III I I I III I I I III I I I III I I I111 1 1 11j11 I I III I I I111 I I I III I I I III I I I III I CI I I I III I I I III I I I III I I I III I I I III I I I III I I I III I 111111 11111 I I I III I I I III I I I111 l 111j11 I I III I I I III I I I III 1 1 I III I I I III I I I111 I I I III I I I III NEW SOLAR PANELS TO BE J z COORDINATED WffH SUBCONTRACTOR O ASPHALT SHINGLE ROOFING PER SPECS ON LATH UNDERLAYMENT ON 3I4'PLYWD - ON RAFTERS PER PLAN Illlllllllllllllllll lllllllllllllllllllllllllllllllllllll US PVC FASCIA BOARD I I I I I I I I I I I I II I I I I I I I I I I I I I w-GROOV1WOFFIT PANEL--I BD Level TWO TOP PLATE U) O —V-0GROOVE SOFFIT PANEL—I-—-— - -- - —- -— -— - Vv �,/J NEW HALF ROUND GUTTER II 1 1 1 1 1 U) Z I CEMENT BOARD SIDING ON BLDG. W PAPER ON 518'PLYWD.SHEATHING Level NEW RR HEIGHT tc- 1rz —_ — — —— — — — — — — — — — —n�Tu-AN I o-WwutINcolKac mG� . Level SECOND FL00_FFLOO_FL� NEW TE PROJECT ADDRESS: 2• 3340PARKAVE Level EXISTING TOP 12 4 MATTITUCKNY,11952 . 6.3$ 63- ro NEW CASED POSTS AT PORCH ro H - - EpEOAR GRESSWBIDOW—b y �RESSWINDOW �; �G�ytN53EAN �)FC 1x512•PVCTRRIBOARD H H � a AT DOORS AND WINDOWS _ - LeveIFO2STR00N Q,•L m 1X10'PVC DECK EDGE BOARD _ _Level IX FIRST FLOOR _ - - Level GROUND LEVEL STONE VENEER WIANCHORSON - I�—II - 7g LI_ I 1 1 — —I - -- - - Level GRADE PLANE o NE`N CONCRETE FOUNDATION - iI _ Level IX ln,........ DRAWN BY: Author —III—III—I l —ll1-11 i l—III—Ill—I 11— l Ie l—III— l< �I l—III—III— I 1-16.�,_ill—Ill—1 I—Ill—III—III—III—III—III—Ill—I 11—I I I—III—I I— —1 i—11—III—III—Ill—1 l l—Ill—III-111—I 11- =III I=III—IIII'=III=IIII'+ III I=IIII=IIII=I'I--III=1 l 11111=111= 1=IIII I=II—=III=11111 III=111 111=f11�' I III 'III-=IIII=111 f=IIIII=III=III=11=111 IIII'=III=I III=I1 IIII=III=III—IILevelFOUNDATI�OINI(—ICI —I DATE: 112912026114'= 4:13:57PM SCALE: i/4 I—�III�IT�Il=fT—�T1=f11=TfT=III— Il=fT1—I Ir Tf�1T1=TTT Ali— I'_ITi=71T=�T1T=i I�1T=71T=1 fl'"�l'T=f I�I1�11=fT1—�TI=f I��I�_ 11=fT1-i'l7�8•�I�-1 11= 1'-0' -III—III— I1=1I1—II I III I—III—III—III—III—III—III-111—III—III—III—III—III—I I1=1I —I I—II I—II I—I II±I I I—I I I—III-1I1—III—III—III—III—III—III—III—III—III—III—III—III—III—I I IIII—I DRAWING SHEET NAME: ELEVATIONS I I DRAWING SHEET NO: � EAST ELEVATION ZBA APPLICATION 10.31.25 A-303.00 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: ENGINEER: MARESCA&ASSOCIATES 188-04 W.MONTAUK HWV HAMPTON BAY,NY 11946 OWNER: CHRIS ROSS - -- - 3340PARKAVE '_ - •,` -- _ SOUTHOLD NY,11971 6 5 - REVISIONS: ZBA APPLICATION 4/824 NEW SOLAR PANELS TO BE TRUSTEES APPLICATION 62024 COORDINATED WITH PERMITAPPLICATION 913024 SUBCONTRACTOR I 17 L.' I - _ ISSUE FOR CONSTRUCTION 1/825 ISSUE FOR CONSTRUCTION 22725 AMENDMENT 10/125 ASPHALT SHINGLE ROOFING PER SPECS I I I I I I I I I I I I I I I I I I 7 �Cr ^• --- "-- _ ZBAAPPLICATION 10/3f25 ON LATH UNDERLAYMENT ON 314'PLYWD IIIIIIIIII IIIIIIIIIIIIIIIII _ 3.. .; ON RAFTERS PER PLAN I I I I I I I I I I I I I I I I I �'•I TU1SI�,^c PROJECT NAME: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I II 1 NEW HALF ROUND GUTTER _ I _ _ _ _ _ _ — _ _ — Level TWO TOP ELATE__/,� 22'-0'll CEMENT BOARD SIDING ON BLDG. PAPER ON 518'PLYWD.SHEATHING US 12'PVC TRIM BOARD AT DOORS AND WINDOWS NEW ROOF RIDGE PER PLAN z _ — _ — __ _ _ _ _ _ _ Level NEW RR HEIG Il O jr METAL AND NEWGABLH2OOFWF1 — — — — — — — Q•r — — — — — — — — — — —PE'R-SPEC WIRE RAILINGLING 16'-516. _ _,.�1L_ Level KITCHEN RIDGE _ ASPHALTSHINGLES — TTIC R _ EXISTING ROOF 16 6 V �IEWRR _ — — _ _ _ — — — — — — — WITH NEW ASPHALT SHINGLES — _ _ _ — LeveISECONDFL00R n i IXTRR 14 4'11 EXISTING2X6EXTERIORWALLS _ _ _ _ LeveINEWTOPPLATE� WTrH NEW WUS&INRAP AND J I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Level EXISTING TOP PLATE 12 ^ O CEMENT BOARD SIDING I Lu NEW POST U) AT EXISTING © © � z BEDROOM BEDROOM3 ROOF HEN I i 1X10'PVC FLOOR EDGE BOARD O i NEWDL3•?X10 Er cc HARDIE BOARD PLANKS WITH 314'BETWEEN BOARDS FOR VENTILATION _Level FIRST FL00R I, PROJECT ADDRESS: NEW FJW/NEWCLOSEDCELL SPRAY FOAMINS ULATIO NEWDJPi2X8@16"O.0 5'2• 3340PARKAVE - - LeveIIXFIRSTFL00R MATTITUCKNY,11952 _ Level GROUND LEVEL NEW POURED IO'CONCRETE �0 DG 114' J T -1 I — _=II--I =IIr1 EW1=IFIILLI -FOUNDATION _WALLS W/2 1 2 B I CK I - ---- - -N -_- .RE T:E.�B. 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I I ---I II--—I I I--—I II—=—I I I— •`::'+'{:_—=II I —=—I —=--_I i=I6JXO6IS—PTOSS=I TS—OINI ID=—I ECK=I�'1Y II=I ILI==eI ve IIXGROU�= E —=I I _SEE DETAIL 0NEW2X4WALLS -- ----- - - -``- _---19CLOSED CELL------------ ----- - -- -- ..... . —ijEXISTING— SFINSU CILL= " ALTION(POST INSPECTION) NEW POUREDI0'CON .� N- E to 6F o a:::,i NEW HIGH CAPACffYDRYWELL_ �1EWHIGH DRYWELLS_ _ _ _ _ _ SJq oa4ss =I 1=I =III 4' I 1 Sim FOUNDATION WALLS' II I =SEESREPLAN=III=I =III ; `;: I --ISEEBFEPLAN 1=I 1=I I = =I =I =I I=III= =� 7gOF �o =III=III I-s �a0.0 = =III=1 I—III=III=III I — — _ — _ — =III I=IIII=IIII=III I=III=IIIIl I I- - I NEW4°CONCSLABREINFORCEDW/6X6,10/10WWMW/TILE FINISH — — — — — _ _ _ _ _ = f T=TfT= fT=f1 Level FOUNDATION DRAWN BY: Author 4.: :a V — — _ _ _ — _ _ _ _ _ _ _ _ _ — �:. =III=III=III=III=III=====I III=III=III=III= == III=III=III=III=III=III=III= DATE: 11/3/20259:15:12AM =III=III=I — I--=— ——-_ _ IISWIT' IIIII—III—III—III—III—III— I—III—III—III—III—III—� III—III—III—III—III—III— I SCALE: 3/8'=1'-0' =1 III 1- 11=I 11=1 11=III-III-III-III-III=111=III=111=111=1 =1 I I=111=1 I=1 I =1 I =1 =1 I =1 =1 =1 =1 =1 I El 11= - I- 11-IIIIIIIIIIIII I 11=1 11=1 11=1 11=1 I II 11 =I I I-1 11-1 I II I II 11I 11— F111=111=111=111E 127(36'P.C.FOOTINGSWI3155REBAR= — — — — — — — — — — — — — — — — — — IIIIIyX36'P.C.FOOTINGSWI3kSREBAR= — = 512'X912'ANTHONYPOWERBEAMPT— _ =12'SONOTUBES3'UNDER= DRAWLNGSHEETNAME: IIII= =1 11= = I—I I—I - -I —I —I I —I I I—I I—I I I=1 I =1 =1 =1 I=111=I I=II=I I I=I =I I I=II=III=II I=1 II =1 —III—III—III— =II —I i I—I i-1 i I—III-- I-- =1 =1 =IIIIII=III=III=I IEEDETNL.-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—III=I I 1=I I HI I 1=I ISEEIDETAIL.I I I=1 I I=III=III=III=III=III=III=III=III=III=III=III=I I OIN-0ISTRIUBED5011 =III= = = = I= I - - I- - -1 -1 -1 I - I I-1 I-1 I -III- - -1 - - - - I I-1 -1 I I- - -1 - I c1 I I-1 I I-1 I I-1 -1 I -1 I-1 I -1 I I- I -1 I I-1 - I -1 I I- I I-1 I I- I- - - I-1 I I- I I-I - 1 SECTION 1 —I —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— III—I I I—I 1 1—I 1 1-1 1 1-1 I -1 1 1-1 1 1—I 1 1-1 1 1-1 1 1-1 1 1—I 1 11 I I—I 1 1—III—I t—III—III—III—I 1 I—III—III—III—III—III—III—III—III—{ I—III—III—III—III—III—I )— DRAWING SHEET NO: Section 1 srw.E: aW=ru ZBA APPLICATION 10.31.25 -350.01 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUENY 11935 631-734-6405 CONSULTANTS: _-- ENGINEER: - - MARESCA&ASSOCIATES 188-04 W.MONTAUK HWY ' HAMPTON BAY,W 11946 •.. r! '11 OWNER: I CHRIS ROSS 3340 PARKAVE I SOUTHOLD NY,11971 EWRR2XB 16"O.CNEWBATiR301NSULATION - -------- _ _ REVISIONS: lx8 PVC RAKE BOARD W11x4 TRIM W11X6 FRIEZE BD VAULTED CEILING - _. ZBAAPPUCATION 4f324 NEWCJ2X816°O.CNEWBATTR-30INSULATION H - TRUSTEES APPLICATION 62024 - - - - - _ _ — _ — _ Level TWO TOP PLATE t1 pERMITAPPLICATION 9�3024 - — - — --- - — - - 22'-0' SEE SPEC FOR SOFFIT ISSUEFORCONSTRUCTION CEMENT BOARD SIDING ONBLDG. ©j ©j MATERIAL ISSUEFORCONSTRUCTION 2,27/25 PAPER ON 518'PLYWD.SHEATHING 1 � a�a 3.11718LVL AMENDMENTf0/f25 OFFICE M.BEDROOM < 5 W/(2)314Xll' ZBA APPLICATION 10M25 3-11718 LML STL PL m F METAL AND WIRE RAILING PROJECT NAME: PFR.SPFCS _ Level NEW RRHEIGHG - - - - - - - - - c - 16'-51R' \/ • - _ _ _ Level KITCHEN R�IDG�E� DROPPEDFLR 15-6' V - _ _ - - - FOR DRAINAGE - _ Level SECOND FLOOR n -AMC— - - — - 14%4' 1 — NEWCJ2X6@160 117/BTJIWIN .BATTR-191NSULATION 2X8D,J Level NEW TOP PLATE - �OLLFRSHADE- - 1a_�• — �— - — - - - - - - - - - - - —HD-W10X19— - Level IXISTINGTOP PLA_"� � p 12'-4'IEn ©j ©j 1X10'PVC DECK EDGE BOARD Z BATH HALL I I c E g o O I m EXISTING 2X6 EXTERIOR WALLS i m i WITH NEW HOUSE WRAP AND BEDROOM - Sim T XT CASED OAK BEAMS CEMENT BOARD BIDING R-1 9 BATT INSULATION > BETWEEN JOISTS WI GYP � ) O _ Level FIRST FLS 0__R n (J J _ v D(TFJW%NEWLVL+SPRAYFOAMINSULAT109 _ EJ171LNE7NJJ0_e1�10NIW SH NEWWPOURED CONCRETE c/) Z `' zr Level IX FIRST FLOOR RETAININGWALL FOR STAIR WITH I'THICK RETE t.'::i:•..":,.I:_'.;.;'J-: FINIC STUCCOLevel GROUND - - - BLUE STONE CAP 2 1 ONRETAININGWALL STORAGE ECHANI S 0 GE.' - -- - _ __ _ - Level EX GROUND t1 - -- - - -- - -- - -- - PROJECT ADDRESS: ------ --- -------- I 3340PARKAVE _. I ;•,- .; .. . --- - -- -=."�. �: MATRrucKNr,11ss2 _—!= I I 'NEW4-CONCS LA LevelFOUND3 IOVNBREINFORCEDW/6X6f0/10WWMW/TILE FINISH C��SS�EJ�CHir ! I .•!•.- -_ !, -I P I,- I. - -III- I,I-- _ _ rI- '! POUREDIO'CONCRETE = = 1= - -I'- {-_-I I-= = I I_= I _ I !_I=.I=I'1- .--- ;NEWPOUREDIO'CONCRETE_: -! =t _ _ �- -i' i`'2• G - --_ I �, !_ i I-FOUNDATION WALLS W121I2'BRICK_ ,- - ,-I FOUNDATION WALLSW1211Y BRICK—I 1_, CONC FOOTING ¢ A N -�� `I !SHELF 8'POURED CONCRETE WALL. -I - -III I- _! I1- I— - __ I _ -_SHELF 8-POURED CONCRETEWALL:- -8'XB'SOUARE DRAW---1_� - I_ I;ON NEW B'CONCRETE *Y _ _- _ -- @ - - - -: 1 _III- I II _ —III' hill it _ 'I i _ SEED@ L- -''TOPERFPIPEi 'iI I I I I 1= RETAININGWALL — — is I =sEE DETAIi = _ r r — _ -1 I I- I -1•I -III=III- _I .I - ',I- I -- r I=-'I �`--1 I� I_- -r1-'lI- I•_. 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I =- I I-'_ '- I�_I I I-- I -I i. _' =1 11= I _.III. •I .I--- I--.',1-_.W/BLUESTONETREADS DRAWN BY: Author DATE: 111312025 9:15:15 AM SCALE: 3/8'=T-0' DRAWING SHEET NAME: 1 SECTION 2 SCU' WOW SECTION DRAWING SHEET NO: ZBA APPLICATION 10.31.25 A-351 .01 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: 2 NEW SOLAR NELSTOBE $ T MAR SCA&ASSOCIATES SUBCONTRACTOR NEW SOLAR PANELS TO BE COORDINNATEDTED WITH 188-04 W.MONTAUK HWY COORDINATED WITH HAMPTON BAY,NY 11946 SUBCONTRACTOR ASPHALT SHINGLE ROOFING PER SPECS ASPHALT SHINGLE ROOFING PER SPECS NEW SKYLIGHT PER SPEC ON LATH UNDERLAYMENT ON 314'PLYWD OWNER: ON RAFTERS PER PLAN ON LATH UNDERLAYMENT ON 314'PLYWD I CHRIS ROSS ON RAFTERS PER PLAN 3340 PARKAVE CEMENT BOARD SIDING ON BLDG. SOUTHOLD NY,11971 PAPER ON 518'PLYWD.SHEATHING 1�RQ216@16°OCNBP NEW HALF ROUND GUTTER RE VISIONS: 43/14 NEW HALF ROUND GUTTER ggyRa I lx5112'PVC TRIM BOARD I TRUSTEES APPLICATION WOJ24 AT DOORS AND WINDOWS PERMITAPPLICATION 9130124 NSU�pn�N Le el TWO TOP PLATE evel TWO TOP PLATE ISSUEFOR CONSTRUCTION 1/825 c — — — — — — — — — — — — — — — — — — — — �,� ISSUEFORCONSTRUCiION Y1725 ROLLER SHADE NEW2-9112LVLRIDGE AMENDMENT 101125 1 1 I ZBAAPPUCATIDN 10/31/15 CEMENT BOARD SIDING ON BLDG. PAPER ON 518'PLYWD.SHEATHING PROJECT NAME. D ON NEW 2X6 WALLS I Level NEW RR HEIGHT Level NEW RR HEIGHT n M. DR00 M6'+5112'- �.314 1 i6'•51/2' Level KITCHEN RIDGE R.c_.,EEPIaNFOR3RES _ EWRR _ Level KITCHEN RIDGE _ Le el SECOND FLOOR _ _ _ _ _ _ _ evel SECOND 1 LO0 _ EWFJ117AiTJll560 16"NEWBATTR•19MSU ON 14' 4'0 e el NEW TOP.PLATE � NEW CJ NEWBATT RJOINSULAT/ON Level NEW TOP PLATE Level EXISTING TOP PLATE L evel EXISTING TOP PLATE 7 — — — — — — _ 12E — — — — — — — — — — — — — — — — — — 1P'� L a i ROLLER SHADE 1 1 1 STING 2X6 EXTERIOR WALL O I IMI NEW HOUSE BEDROOM HALL BEDROOM o EMENT BOARD SIDINGPAND j F I I PAINTED GYP BOARD FINISH O I \\\ (rnn evel FIRST FLOR _ _Level FIRST FLOOR g STING FJSISTERED PER PLAN WINEWSPRAYFOAMR-19 INS ULATIDN I?- IXTFJW/NEWLVL+SPRAYFOAMR-191NSULATION 5� O e a Level IX FIRST FLOOR I._. Le IEX FIRST FLOOR NEW 1HRRATED NEW BEAM PLAN m — — 11' TnRAGE — .-. _ _ _ _ LeeIGROUNDLEVEL _ _ q LeveIGROUNDLEVEL - � - r MECHANICAL ._ // -_-- SILL AT BASE .'gym LewlEXGROUND - - ------- ------- ---- ---- - -------- ------------- -- -----NEW CONCRETE BOARD LevelIXGROUND PROJECT ADDRESS: i = - - L- -- — GYPBOARD _ 0' = —1 ____ I — — — — — — — D PVC BOARD — 3340PARKAVE RETURNS ,Ill— 1 - I I_ I 1- -I �I— °A; i N�I HR RATED METAL WINDOW MATTITUCKW,,11952 i NEW CONCRETE BOARD I I I STORAGE AND PVC PANEL BOARD - - - 1 ! I -I I L 1. I — III ., } - -- I= WELL f I: - I I NEw4'GONG LABR NFORCEDW/6X6,f0/fOWWM W/TILEFINISN r = = STONEVENEEROVERTHINSETMORTAfz-_I I — �_ 11 'L' I NEW4'C6NCSL4BREINFORCE6W/6X6,1011OWWM W/TILERNISH - aEpARc i I OUNDA�0 =T '—� --I-- � 7W=_I I� _ �A� evel F I I Level FOUN r� 'Ti o I-1 I I-1 I I-1 I I-1 -1 III —T— NEW POUREDIO'CONCRETEI - =1POUREDIO'CONCRETE _�—III=l= ;__- _! -1_I- l__-_L,�. I =�I I —III= —1� �IEWPOURED10'CONCRETE; - =III=III=III=I=I=I—III I _- =l I =11 = =1 1= -FOUNDATION WALLSW12112°BRICK, =1 =1 I = I 1=1 I I= I —I - I!= I_li= I 1=:1 -III=III= I1=1 I — I EI I Ell I OUNDATIONWALLSW/2112'BRICKI L =I I I=III= SHE I =III 11 I—SHELFFOUND BRICK' _ _ _ _ _ I_-, _ _ _ _ _ _ _ _ _ _1— SHELF T8•POUREDCONCRETEWALL SHELF@8'POUREDCONCRETEWALL� I 1 =1 =1 =1 =1 I - _-_' i -'j I i_''11= _ _ _ — HELF@8°POURED CONCRETE WALL. I- — — — =III=1 I 1=1 li 1=1 SEEDETAILI�' _ _ _ _ I III I III III—III—� _ _ l—III—III— I — _ _ _ 1 =III=III= —SEED TAIL— I I I=1 I I=1 I I=1 I I=1 I I=1 I � . _ I, ._;'I,. { I—III—Ill—1 I I —III_ _NEW 12'X36'P.C.FOOTINGS W/3a15 REBAR—III=III=III—III=III=III=III=I NEW 12'X36°P.C.FOOTINGS W1,3�#5 REBAR _{_';= —� —� �—III—III—I �— I — I_— III= =I 1 I=III— J 1-111=1 1 1-1 1 1= 1=11 I =... 1 I - _ 1- _ _. I--- —SEE DETAIL SEE DETAIL.— I i'_.III I — - _� ° . DRAWN BY: Author III=III=III=III-1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II—II II I _.!' 1=-= = DATE: 1113120259:15:19AM I L'•. p. ,�- f '1 �.,.t_, .- t SCALE: 318'=1'-0' 2 Section 5 Section 4 DRAWING SHEET NAME: SCALE: ra'=To' I SCALE: 3W=T-V 1 I -_,____ ___? SECTION DRAWING SHEET NO: — I ZBA APPLICATION 10.31.25 A-352.01 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUENY11935 631-734-6405 CONSULTANTS: ENGINEER: MARESCAB ASSOCIATES 188-04 W.MONTAUK HWY HAMPTON BAY,NY 11946 OWNER: CHRIS ROSS 3340PARKAVE i.`_ , __-- _ SOUTHOLD NY,11971 REVISIONS: ZBA APPLICATION 4W4 " - TRUSTEES APPLICATION 62024 ` f r PERMITAPPLICATION 913024 2f ISSUE FOR CONSTRUCTION 1/825 ISSUE FOR CONSTRUCTION 2)2725 AMENDMENT 101125 ZBAAPPUCATION 10)3125 ASPHALT SHINGLE ROOFING PER SPECS RJ NEiY --�„_ [�„�� ON LATH UNDERLAYMENT ON 3/4'PLYWD HI:W ATTIC R✓ ---,-.m„•_ �.a, p1T-,��; PROJECT NAME: NEWGNEWBATTR•301NSULATION - ,`'d?_CE;g f ON RAFTERS PER PLAN -- ! - — _ - — - Level PNO TOP PLATE n NEW HALF ROUND GUTTER_ - — _ y 1z512'PVC TRIM BOARD AT DOORS AND WINDOWS I I I CEMENT BOARD SIDING ON BLDG. 1 1 PAPER ON 518'PLYWD.SHEATHING i I OFFICE I I - z METAL AND WIRE RAILING PERSPECS- - - - — - - - - - - — - LeveINEWRRHEIGHT - � - - - - 16'-51� O Level KRCHENRIDGE t1 15'-6' _p(ta3 - - 4't1 -ATTIC- - RJ- - 14`LeveISECONDFL0 R 1X10'PVC DECK EDGE BOARD EWFJNI:WBATTR-191NSULAl10N NEWCJNEWBATTR•191NSULATION _ - LeveINEWTOPP-LATE Level EXISTING TOP PLATE 12 � U) O ! CASED BEAM EXISTING 2X4 WALLS c/) z 1 1 1 SISTERED E 2X6 TO EXISTING DI I © KIT E TOPPLATEHEIGHT O 1 if 1 1 Sim I� 00.0 1�ELL=- I -- AL Level FIRST FLOOR n PROJECTADDRESS: 1X10'PVC FLOOR EDGE BOARD EWFJ /NEWLVL+NEWSPRAYFOAMINS LATION 5.2'11 3340PARKAVE : :.L•- ;`:'`: ..;,.:;.'..,:..:J:.' L I I LevelEX FIRST FLOOR MAITITUCKNY,11952 STONE VENEER OVER THINSET MORTAR NEW BEAM SEE PLAN 2' 1' _ - _ - _ - - - — - — - �- Level GROUND LEVEL t1 — ] -�— T•1.1' 1 ��H? � II STORAGE - I - - - - - --r- NEW CONCRETE BOARD I I y�cGca _ --- -_- --_- -- - _-_- _ - I - 0 AND PVC PANEL LeveIEXGROUND n _ I �1 -1 I �- 1 1SIm -i II II 1 I IF LI i i - I�..- -�li�=�I I -. III— I—. $000 i —i i •: � � I} I = OF NE`1'1 —I I I III I III ' III .—I I Ke �I•.,'. — NEW4°CONC SLAB REINFORCED 6X6,10/10WWM W/TILEFlNISH I I 1=Leve[FOUNDATION t1 DRAWN BY: Author DATE: / -,='-_I I .I i�-=_!_1I._I iI-_-1-__I_i II I-__i II-_.-, I __I --I__III--__._'I I .I IL_--_=._'iI=1 1.=I ='3II-I-oi y-i�-Ii. lIl_II f-,_.il_..I.::.-II i,I_ I ; I_�_-I -• I_- ` �! 11/3/2 025 9:15:22 AM EWPOURED 10'CONCRETE SCALE: 3/8'=1-0' �REDIO'CONCRETE OUNDATION WALLS W/212'BRICK-NEW POU FOUNDATION WALLS W1212'BRICK DRAWING SHEET NAME: HELF @ 8'POURED CONCRETE WALL i _SHELF@8'POURED CONCRETE WALL. SEE DETAL ?SEEDETAIL _E12X3fi'P.C.-' - SECTION NEW 12X36'P.C.FOOTINGSW345REBAR FOOTINGSWt3-#5REBAR. SEE DETAIL - �EEDETAIL DRAWING SHEET NO: I scmR -0. ZBA APPLICATION 10.31.25 /q-353.01 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE W 11935 631-734-6405 _ _ _ _ _ _ _ Level NEWRRHEIGHT _ _ _ _ _ Level NEWRRHEIGHT 16'-510 16'-51� CONSULTANTS: ENGINEER: Level KITCHEN Level KRCHEN RID__.G6 MARESCA&ASSOCIATES — — — RIDGE v — — — — — 15'_6 V 188-04W.MONTAUKHWV HAMPTON BAY,W 11946 — _ Level SECOND FLOOR Level SECOND FLOOR n OWNER: — — 14' 4' V — — — 144 1 CHRIS ROSS 3340 PARKAVE NEWCEILINGJOIST NEW CEILING JOIST SOUTHOLDW,11971 Level NEWTOP PLATE I1 _ — Level NEW TOP 13'2 n REVISIONS: 13'-2' 1 �1 ZBAAPPLICATION 4/y24 Level EXISTING TOP PLATE LeveI EXISTING TOP PLA__TE_n TRUSTEESAPPUCATION 62024 74�_4, — — — 12�_4• 11 PERMITAPPLICA77ON 9130124 ISSUE FOR CONSTRUCTION 1/625 ISSUE FOR CONSTRUCTION 2/2725 AMENDMENT f0/125 ZBAAPPLICA71ON 10025 NEW HEADER,SEE PLAN NEW HEADER,SEE PLAN PROJECT NAME: 11 WINDOW SEE PLAN WINDOW BEE PLAN id }•,�) hi WINDOW SILL SEE ELEVATION G WINDOW SILL ELEVATION L ^® !+ ,t 5 SD L FLASHING AT SIDING L FLASHING AT SIDING d I�/<<� I EDGE EDGE --__�� v.• 0_ "�--�.�.s�_•�yr 1XITPVCNERTEX 1XITPVCNERTEX EDGE BOARD Level FIRST FLOOR /1 EDGE BOARD Level FIRST F 50____OR_n 5'-2.2'Z1 ll 2X8 TOP PLATE 1X8 TOP PLATE W15WX ITANCHOR BOLT ALIGN ® EXISTING FLOOR 401ST W/5f8'X IT ANCHOR BOLT ALIGN EXISTING FLOOR JOIST W/ 112 VL SISTERED B O N U) 0 -- STONEVENEER OVERTHINSET MORTAR Level EX FIRST-0L_O�O�R� _ _ _ Level EX FIRSTOR NEW CMU.B'FOUNDATIONWALL Y-11• V NEW P.C.BRICK VENEER SHELL '� 2'-11' 0 W AT BRICK VENEER SHELF WI DOWEL INTO EXISTING FOUNDATION o .. _ LeveI GROUND LEVEL D LEVEL- o Level GROUND /\WALL � NEW P.C.FOUNDATION WALL 1=N611 FILLI- =NEW FILL III—NEW P.C.FOUNDATION WALL PROJECT ADDRESS:_ I� =.. i - �� e EXISTING B'CMU FOUNDATION WALL - I TO REPLACE EXISTING CMU WALL ! — 3340PARKAVE =:II—III— Level EX GROUND — --I — LevelE(GROUN___D /1 0• V -)III _ -1 — 0. 11 MATTITUCKM 11952 I / R RIno�H EXISTING O EXISTING I tED FILL I - SF A,G`yNE3EgNSgyr�c I I- GYP BOARD RNISH [ m _I •' Q-�a G'� HOPE SHEET WATERPROOFING �' HOPE SHEET WATERPROOFING FINISH ON MUD BASE _ I I. TILE FINISH NMIID BASE TILE R5 @ 16'O/C VERTIHOR20NTAL —' EXT 4'P.CONC SLAB _I REINFORCED W/6X6, {O _ REINFORC 6X6 W/ 9� = I= 10/tOWWM --. 10/10WWIN OFNEN 1 — LeveIFOUNDATION n -� 1-- _ LeveI FOUNDATION Il _ DRAWN BY: Author DATE: 11/3/2025 9:15:24 AM NEW 1TX36'P.C.FOOTINGS W/345 REBAR �/� / yi I EXISTING 1TX36'P.C.FOOTINGS W/3f35 REBAR = SCALE: 3/4'=1'-0' !I _ DRAWING SHEET NAME: DETAILS 2 WALL SECTION-DEMO FOUNDATION PORTION WALL SECTION-FOUNDATION REPLACEMENT DRAWING SHEET NO: SCAIE 3'4'=1'-0' SCALE: 3w=l,.v NOTE:EXISTING CMU FOUNDATION WAS FOUND UNGROUTED LOOSE BLOCK WITHOUT MO OR GROUT AND CAVITY.REPLACED HDET)PORTIONLI EXISTING FOUNDATION AND FOOTING WAS ZBA APPLICATION 10.3125 A 600.00 REMOVED AND REPLACED WITH DETAIL 1I600 ARCHrrECTS: 1 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES STRUCTURAL REdIiEW BY STERE MARESCA, PE SAMUELS+ FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND 1MND GUSTS 188-07 WEST MONTAUK HIGHWAY, HAMPTON HAYS, NY 11946 (MAXIMUM MEAN ROOF HEIGHT:36) x�5p¢i151A_x0-- PHONE 631 728 9480 STEELMAN Rm;&sBAP-AUR�ewT� USElOCCUPANCY 3x6TE®FlAIRAFT®I I �Yxa CLASSIFICATION DESIGN CRITERIA: SHUTTER ASSEMBLY SINGLE FAMILY RESIDENTIAL ADDRESS: \ '�`� DESIGN W ACCORDANCE WITH AMERICAN 25235 MAIN ROAD PLTs J-- - FOREST PRODUCTS WOOD FRAME CUTCHOGUENY11935 FORPANELSPANS: 0<4vWIDESPAN 631-734-6405 CONSTRUCT)ON MANUAL FOR 1+2 FAMILY HOUSE z3rtz f 7aPASPANSRATED4B24SHffATHINGGRAMPLYWOOD HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 47 wtTsarATEPuaRva aP CONSULTANTS: assEL,eLY. 35'-0" MAXIMUM GROUND SNOW LOAD-45PSF_ ASSEMBLcsrRucrmuLVANa:FASTEN rosunDWcud •i I FIRST LEVEL -40PSF_LL ENGINEER- ATTACHING GALVWIZED OR STAINLESS STEEL WING AREAS -40 PSF.LL MARESCA&ASSOCIATES WOOD SCREW @ 19'0.C. 1 j - sensor,NcweeautEE BEDROOMS -30 PSF.Ll. 168-04 W.MONTAUK HWY ALTERNATIVE FASTENER FOR SHUTTER TO BURDWG: I I= aIDwsID-sue - WIND SPEED -130 MPH 610 TEE NUTS ATTACHED TO BLDG W 010a1-12(WI WASHERS) I I TwK•xAUlwTes - FIRE AREA IRAF1T3Rro snn._ HAMPTON BAY,NY 11946 MACHINE BOLT@ 17O.c - I s-mNM5 FAO1 B0l OWNER: RESIDENCE- X SEATHERNG-SEISMIC DESIGN ATEGORY-B I WEATHERING-SEVERE APARATIMPLrwO DM FROST LINE DEPTH-36' CHRISROSS °A�TOiOP°P1OP N1195QPO.G AT 3340 PARKAVE TERMITE-MODERATE TO HEAVY 1 mr,E°PAu GHT SOUTHOLD IVY,11971 TYPE OF CONSTRUCTION ICE SHIELD UN a- CONVENTIONAL LIGHT FRAME WOOD ICE SHIELDUNOERLAYMENTREQUIRED-YEs REVISIONS: CONSTRUCTION ZBAAPPLICATION 4W4 IRUSTEESAPPLICATION 62024 II Id'� ULTIVLE SECTION ASSEMBLY. PERMITAPPUCATION 91=4 Tel, 11 1W THICK BOLTS @ 7 OC t I ISSUE FOR CONSTRUCTION 1/825 II ,I 1 GENERAL NOTES ISSUE FOR CONSTRUCTION 22725 IJ' I✓ >' 1.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT W ACCORDANCE AMENDMENT 10/125 II II t CODE.AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. jgggpPLICATION 10/d125 II II 1 II CONSERVATION CODE.AND LOCAL AUTHORITIES 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I� I I II PLw/moserFwTHo10 MINIMUM 28 DAY STRENGTH OF 3OW PSI CONSERVATION CODE. PROJECT NAME: II II I 1 I - rowERLAP eox I I _ sEAa-TOP•BOTOLL 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- I& ENGINEER TO BE NOTIFIED IN WRITING OF ALL R' _- I I- II II 7. LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION.. 16. ELECTRICAL AND MECHANICAL COMPONENTS TO+BE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL - -_ SHUTTER ASSEMBL I xa44Ntao.c. POUT 70P STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL DESIGNED AND SPECIFlE)BYOTHERS. s- PARTITIONS.ELCEPTAS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE -_- N.T.S. S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT.ALL FASTENERS TO BE ASTM 7; - FOR PANEL SPANS: 4'OR WIDER SPAN r' 1 j j FLOOR BEAMS.SPACING NOTTO EXCEED 8-0 AND A325 BOLTS,314'DIAMETER I- I 6.ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND; •I I . (R! (OVERLAP AROUND OPENINGS GRADE PLYWOOD INSURANCE NECESSARYTOPROTECTTHE ENGINEERV Fy „,^,.t (OVERLAP AROUND OPENINGS 4O I �� x, an IUE VERIFIED BY CONTRACTORS)PRIOR TO START OF AND OWNER I s 2x4 STRONG-BACKS 024-OC 11-' I�. s4+�oN Re.SL 4_mN CONSTRUCTION AND ORDERING OF MATERIALS.THIS j I FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFlLL AGNNST FOUNDATION WALLS - r ASSEMBLY: I i I ..___._..__....__..._......._..___..___ sonsoN HLSTn BEARING CAPACITY OF TWO(2)75F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE 1.PREASSEMBLE PLYWOOD TO 2x4'S:#10a3'wIWASHERS GALVANIZED OR L'tra Oxr>f LESS THAN CONTRACTOR SHALL VERIFY THAT I Z ( ) Nmr oc 2D. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL __ STAINLESS STEEL WOOD SCREW 17 O.C. , THESE CONDITIONS ARE MET.ALL FILL BENEATH AND W BASEMENT(IF APPLICABLE).POSITION NEAR - ---�y O @ r' NAo_sAnmRCroemc6EANxe CONCRETE SLABS TO BE COMPACTED TO 95% .C.�:'Y,' T 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ W w G rac RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA Sc �' #10x3'w/WASHERS GALVANIZED OR STAINLESS STEEL , I 4• ll V 1 WOOD SCREW @ 16'O.C. `) 7. ALL HEADERS 6.0 FT W LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: SUPPORTED BY DOUBLE UPRIGHTS,9.0 FTAND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY - -- #1 D TEE NUTS ATTACHED TO BLDG.w/#10x1-12(WI WASHERS) NEW YORK STATE BUILDING CODE MACHINE BOLT@170.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE C\, sEE InuNwTxxR OwO. MINIMUM OF 2-2xe OR AS SHOWN ON DRAWING. FOR OESQ1. -. 22 ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO 8. PROVIDE FlRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS -GLAZED OPENING PENETRATIONS FLASHING NODSREQUIRES UPGRADED ALL SLEEPING ROOMS IN THE � O 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 8 PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS INTERCONNECTED SMOKE ALARMS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 19%AND OF ASTM 1886. 23.THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS AND DECKS ETC.. IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN+SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24.GARAGE DOORS TO BE RATED FOR 120 MPH.WIND LOAD O w ALIGN WITH WINDOW JACK POSTS,HEADER+SILL PLATE FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE SHALL COMPLY W/NYSBC CHAPTER#2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL,STATE LABEL LOCATIONS ON EACH PANEL AND LOCAL ZONING AND BUILDING CODE PLANCE ' SHALL BE THE RESPONSIBILITY OF THE THE CONTRACTOR NAILING SCHEDULE FRAMING NOTES PROJEC 3340PARKAVE SS: KAVE TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTCODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOODSHE'ATHINGTOBENAILED WITHB d @ 4' MATTITUCKNY,11952 #LL k DOOUGLR FIR-LARCH STRUCTURAL GRADE No.2 OR o.m EXTERIOR EDGES AND 6 d @ 17 o.a BETTEr s INTERMEDIATE- SIZED FOR COMMON NAILS: CONTACT ARCHITECT FOR BOX NAIL SIZES 2 ALL SHEATHING BE APA RATED,EXPOSURE 1,518' 11. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING -`= S RAFTERITOP PLATE 3-16d(TOE NAILED) MIN.THICKNESSSS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. �g'C iD�OyZT 0-40 ° CEILING JOIST?OP PLATE 4-8d(TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR CEILING JOIST/PARALLEL RAFTER e-16d(FACE NAILED) EXPOSURE 1,3/4'MIN.THICKNESS.ALL EDGES OF 12 ALL ROOF RAFTERS SHALL 8E ATTACHED TO THE PLATE Q- CEILING JOIST LAPS OVER PARTITION 7-16d(FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING.GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR'nEIRAFTER 4-10d(ea.end 1-1/4'strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY'TECO'OR APPROVED EQUAL FOR * h m O LE ROOFS BLOCKINGIRAFTER 4-8d(TOE NAILED) TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE + H! RIM BOARD/RAFTER 4-16d(END NAILED) 4. ALL HEADERS V4r AND OVER SHALL BE SUPPORTED , ev0 % TOP PLATEITOP PLATE 2-16d(FACE NAILED) WITH DOUBLE UPRIGHTS.9'-0•AND OVER WITH CUPS AT ALL PERIMETER JOIST TO GIRDER = ' TOP PLATE AT INTERSECTIONS 4-16d(FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 04436 (LL' MINIMUM OF 2-2X80R AS SHOWN ON DRAWING. '7 DLO STUD/STUD 2-16d(FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA �OF NE^N +�- } HEADER/HEADER 16d(FACE NAILED) 6. SOLID BLOCKING SHALL BE PROVIDED FORALLJOISTS PACIFIC GPI SERIES WOOD4-BEAMS AND LVL aa } TOP or BOTTOM PLATE/STUD 3.16d(END NAILED) 9 C AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED PRODUCTS OR EQUAL ALL JOISTS,GIRDERS AND 1 o BOTTOM L.TOP PLATE JOIST 316d(FACE NAILED) @ 8'-0-O.C.MIN. PROVIDE 2'SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED too e�4s DRAWN BY: Author B DGI ILL.TOP PLATE a GIRDER 443d(TOE NAILED) CIRCULATION IN ROOFS. l�L BRIDGIINGIJO9T 2-10d(TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB 11/3/2025 9:15:27 AM BLOCKING/JOISi 2-10d(TOE NAILED) e. DOUBLE FRAMING AROUND ALL OPENINGS(skylights, STIFFENERS SHALL BE REQUIRED ATALL LOAD AND DATE: BLOCKING/SBL orTOP PLATE 3-16d(TOE NAILED) steha etc.)OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM.ASINGLE 1 314" SCALE: OnetF Roofs LEDGER STRIPBEAM 4-16d(FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 0 o tO< e«s 0 JOIST ON LE)GFJR/BEAM 316d(TOE NAILED) PERIMETERS.HANDLING,STORAGE,AND ERECTION OF DRAWING SHEET NAME: 10< etlo BAND JOISTMOIST 3-16d(END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS RtONOE°4 C01�ION NAlS®ion. BAND JOISTISILL or TOP PLATE 3-16d(TOE NAILED) RECOMMENDATIONS. AT wry PRESS Zmg-s-O.C. PLYWOOD ROOF DECKING Sd @W O.C.EDGES,@8'O.C.FIELD e. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED tug Roofs ATINTER10RPORRONSOFR00E-TW. STRIP SHEATHING Bd(ONE?AFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I2'DIA. STRUCTURE PLYWOOD WALL SHEATHING 8d @4'O.C.EDGES,@8'O.C.FIELD 'TECO'OR APPROVED EQUAL GALVANIZED MACHINE BOLTS @ 17 D.C.. PLYWOOD SUBFLOOR DECKING 8d W O.C.EDGES.@12'O.C.FIELD®4-O.C.AT PERLN 9. NAIUNG SCHEDULE SHALL BE AS PER THE N.YS. PROVm E(WNA°S ETEA°RER�OA PORnONS OF PANFI.SwMGB PRESSURE ZONES. BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 16. THIS DRAWING IS AN INSTRUMENT No1E:x•4E.wAU casEs SHALL RECEIVE SIOD NAILS AT SILL AND PLATE FACILITATE CONSTRUCTION AND SHALL NOT BE DRAWING SHEET NO: COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ZBA APPLICATION 10.31.25SET A-700.00 y . �� •� �'1 ,�; � .ate�,. R ,� �� ,.�: � ��tr- ` � e ��:, :�. �'�� , t�� i „�n�_� -_ 7 �� - -_ � ., ' �^< '-=ems_ �•,e 4 �� r � •,� �-- ��•,F a ��n4 �_' `� �� -T ■III ' � ■III jj. t-a� � - _ III �I ■ Lb illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIilljlllllllllllllI ®I 1 Rai ® s d a i .. i� I 1 IN1 Z ,:� c ,�'�� '�••.w.�,,, - Wit' ��`:�';�`; Av .77 i � Qf,.p• � .� r� Fr• � 7R..tK. V� '�' , . a +mil-•' y,,.�.�.... �.- .<A i r � I 1 _ a r Glenn Goldsmith,Predent �p�� ,OGy Town Hall Annex A.Nicholas Krupski,Vice President c 54375 Route 25 Eric Sepenoski W ,= P.O.Box 1179 Liz GiIlooly �y • o!� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report t ' Date/Time: 7//Z4 Completed infield by: • Go ��SM �'h Cole Environmental Services on behalf of CHRISTOPHER ROSS TRUST-2015 & MICHELLE ROSS TRUST-2015 requests a Wetland Permit for the existing dwelling and to construct a 2"d story addition; raise the first floor elevation to 13'; proposed addition to existing basementwith new concrete landing for egress door with excavated fill to be used for new I/A system; remove bilco door; existing front stairs to be removed and reconstructed with an irregular shaped deck; new stepping stone path; install gutters to leaders to drywells to contain roof runoff; raise existing rear deck to match new elevation; rear deck at grade to be removed and area to be planted with native vegetation; replace outdoor shower; rear walk to be removed; abandon existing septic and install a new I/A sanitary system in front yard; new concrete retaining walls along side property lines with native vegetation planted to screen the retaining walls; remove existing vinyl sheds; replace existing waterline; replace existing A/C condenser to be on pedestals; new above ground propane tank; and a 4' wide permeable access path to beach to remain. Located: 3340 Park Avenue, Mattituck. SCTM# 1000-123-8-21 Typeof area to be impacted: ✓Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Ahapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: /G. Gpldsmith -/N. Krugski /E. Sepenoski ✓ L. GiIlooly E. Peeples n'' `'''•.i�,S� Kir y' j,�:♦�Ai` `y' � ..�"::,' , i'Ytr' C T r .• ."� •t"S7'd�r .• •'�ii r�i ,`L;. I '�GC6t^'�So:g�BS:."L'C^.i2AF:i�a:C':a".lkf,4'GA4�[:�R�^A�9t.'ItGL-196L27di�Df_4FRlxis.5ri.,�S:I:�:4L�1�?L=Er7".R'4QR�:LE'�i`3K2'X.&��SE�s Rak 2-. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10636 DATE: JULY 17,2024 ' ISSUED TO: CHRISTOPHER ROSS TRUST-2015&MICHELLE ROSS TRUST- 2015 I : •I PROPERTY ADDRESS: 3340 PARK AVENUE,MATTITUCK � SCTM#1000-123- 11 flit Ai AUTHORIZATION ti Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17,2024,and in ! consideration of application fee in the sum of$1,250.00 paid by CHRISTOPHER ROSS TRUST-2015& t MICHELLE ROSS TRUST-2015 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ' Wetland Permit for the existing dwelling and to construct a 2"d story addition; raise the first floor ' elevation to 131; proposed addition to existing basement with new concrete landing for egress door with excavated fill to be used for new I/A system; remove bilco door;existing front stairs to be removed and y ' ,t reconstructed with an irregular shaped deck; new stepping stone path;install gutters to leaders to drywells to contain roof runoff, raise existing rear deck to match new elevation; rear deck at grade to be a' removed and area to be planted with native vegetation; replace outdoor shower; rear walk to be A removed;abandon existing septic and install a new I/A sanitary system in front yard with new 4'high concrete retaining walls along the side yard property lines with native vegetation planted to screen the retaining walls within property lines where possible; remove existing vinyl sheds; replace existing waterline; replace existing A/C condenser to be on pedestals;new above ground propane tank;and a 4' wide permeable access path to beach to remain;and add native vegetation;with the condition.that,if during construction it becomes deemed a demolition(by Town Code definition)at any point,this permit will no longer be valid and anew permit and review would be required; retaining"walls not to'exceed 2' in height;and as depicted on the site plan prepared by Samuels&•Steelman,received on August 16, 2024,and stamped approved on August 29,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. J r,t o - �•, r j -.rrno:a-cr-aer•csa.:�.3nu"Z;ti6(h'n:�r:�;xma"�I�t.L�':T>Ilt"'�:",.Y,�.A '�4S.34i."�� .:,&3kf�4.:G2SLL2Gfv"[•u.>u7;.�JYta4raY�@c' "�,57.�(C'� "' ' 32GiYJ7fL•�vaq ��`� vJ • 1 1�' I ., `+• A�� 4. 'f'� ✓, r �,1 ,�!.. �i`,.�•t'�4.rf�t�� .,� r,♦,'v, _ i kS` '� J, SAMUELS+ STEELMAN kate(absamuelsandsteelman.com 631-734-6405 Samuelsandsteelman.com t 10$1 I is ! .Ago•,, North Fork 25234 Main Road Cutchogue, NY 11935 Brooklyn 61 Greenpoint Ave,512 Brooklyn, NY 11222 SAMUELS+ � t � ' STEELMAN G SEP 30 LG'j kate@samuelsandsteelman.com - �--y 631-734-6405 Samuelsandsteelman.com 71,.: .. • dig* �... I� r . a North Fork 25234 Main Road Cutchogue,NY 11935 Brooklyn 61 Greenpoint Ave,512 Brooklyn,NY 11222 SAMUELS+ STEELMAN u kate@samuelsandsteelman.com 1 3V'15- 631-734-6405 Samuelsandsteelman.com Existing Foundation ,r. �r i� North Fork 25234 Main Road Cutchogue,NY 11935 Brooklyn 61 Greenpoint Ave,512 Brooklyn,NY 11222 SAMUELS+ STEELMAN kate(cDsamuelsand steelman.com 631-734-6405 Samuelsandsteelman.com y L +� { A North Fork 25234 Main Road Cutchogue, NY 11935 Brooklyn 61 Greenpoint Ave,512 Brooklyn,NY 11222 TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE 0 SOUTHOLD, NY STOP WORK ORDER TO:- Ross Christopher Trust- , 10 Rangeley Rdg Winchester, MA 01890 � � YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3340 Park-Ave, Mattiftickj NY •' .� . � • t TAX MAP NUMBER: 1000-123._8- � e-d 21 � S t0 & 1 Pursuant to Section § 280-124 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#51455 issued 11/10/2024. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When ZBA, Trustees and DEC have issued approvals and permits for all changes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. r DATE: 09/23/2025 John Jarski ni r Building Inspector 0 IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. Page 1 of 1 FORM NO.3 ��(�•,��t,r��. TOWN OF SOUTHOLD NOV Q 5 202 BUILDING DEPARTMENT Zoning 'cis rat ur '+I1t1F SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 6,2025 TO: Katherine Samuels(Christopher Ross Trust) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated October 2,2025: For permit to:demolish(by Southold Town definition)an existing single-family dwelling and construct a new two-story single=family dwelling at: Location of property:3340 Park Avenue..Mattituck,NY County Tax Map No. 1000—Section 123 Block 8 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 9,761 sf parcel(4,698 sq.ft.buildable land), in a Residential R40 District,is not permitted pursuant to Article XXM Section 280-124 which_ states,• lots measuring less than 20.000 square feet in total size require a minimum side yard setback of 10 and a combined side yard total of 25 feet and maximum lot coverage of 20%. The survey shows the construction to have a side yard setback of 5 inches. The survey shows the construction to have a combined side yard setback of 17'. The proposed lot coverage is 46.5%. „. In addition the proposed additions are not permitted pursuant to Article XXXVI Section 280- ++ 208(A).which states any building of structure on any lot in R40 must be within the sky plane, The building plans indicate the structure to be beyond the limits of the sky plane. • In conjunction with BP#51455 � i UXXA A rized Signature Note to Applicant:Any change or deviation to the above referenced application W, review by the Southold Town Building Department. CC: file,ZBA t dt w 'BOARD MEMBERS ��OF S0Ujyo Southold Towri Hail Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora # Southold,NY 11971-0959 Robert Lehnert,Jr. er+ Office Location: Nicholas Planamento Town Annex/First Floor Margaret Steinbugler yMUNN�� 54375 Main Road(at Youngs Avenue) Southold,NY 11.971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN-OF SOUTHOLD September 19,2025 Tel. (631)765-1809 Patricia C.Moore Attorney at Law 51020 Main Road Southold;NY' 11971 Re: De Minimus Request,File#7896 Ross Trust,3340 Park Avenue, Mattituck,NY SCTM No. 1000-123-8-21 Dear Mrs.Moore; We are in receipt of your correspondence dated September 4,2022 requesting a de minimus approval for improvements to-the above referenced single family dwelling. In the Zoning Board of Appeals(ZBA) determination No. 7896,dated May 16,2024,the applicant was granted variance relief for additions and alterations to an existing single-family dwelling. The variances granted•allowed for less than the minimum required yard setbacks,excessive lot coverage,and the construction exceeding the-allowable sky plane. In your letter you explain that your request is due to framing changes and that new structures have been added to the existing walls,,floor and roof for structural viability that were not included in the original plan. However;during an inspection of the site,the Building Inspector has determined-that the improvements have gone beyond the scope of the Zoning Board of Appeals approval,and has determined that further approvals by the ZBA may be required. The ZBA relies on the Building Department's expertise to determine whether a project is considered a demolition. The Board, during the September 18,2025 Special Meeting, has assessed.that the subject structure has been demolished, pursuant.to the Town Code,and that a revised Notice of Disapproval should be issued. This decisionis consistent with other denials for de minimus.requests that we,have issued to applicants that were granted relief for additions and alterations and-were later determined to result in a demolition. Should you wish to pursue the rebuilding of a single-family dwelling,you will need to apply for variance relief for a,demolition with a new application and a public,hearing. Please contact our office for any additional questions or"concerns. . e i of a�. o Vi C.air cc:Mic ael Verity,Building Department PATRICIA C. MOORE RECEIVED Attorney at Law SEP 0.5 2025 .51020 Main Road Southold,New York 11971 Tel: (631)765-4330 ZONING BOARD OF APPEALS Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina,Paralegal September 4,-2025 Leslie Weisman, Chairperson Town of Southold,ZBA Via email and hand delivered RE: ROSS TRUST;3340 PARK AVENUE,MATTITUCK APPEAL#7896 Dear Chairman and Board members: With reference to the above in furtherance of the architects letter of May 7,2025,please let this serve as a de minimis request to allow a small change from the approved variance. Enclosed please find the revised plans associated with this request. The project has commenced and is approximately 30%through construction. A framing inspection was conducted and per Mr. Jarski's recommendation,we are submitting this de minimis request due to the framing changes made on site as necessary for structural viability. The GSF, Lot Coverage and Skyplane did not change. However,new structures have been added to the existing walls,floors and roof for structural viability not included in the original plan. Kindly review and please issue a de minimis approval for this project. Very truly yours, (:]E iz� Patricia C.Moore Encl. OBL&03 �K EEE9-C p0.Jt5 `.D �• \ X X, 6EESEe...113 `\ X\,' SEE SEC.N,113 .�''��\ X \\\Y `* \.1 \ S X\ h\ \I 11 os t\Bab suray',,L ;\ _: \e�� .... _... ...., ..ml -'' ." s. \ "—;,�\>\ : w ��. 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Real Property Tax Seniee Agency a""^H1"'�'K_romm�o- I 1 c. °r sounaoto 123 E __ __ -- -- —__ ,.: mlCnaer Dri,e.ti,�.ixui a4 NWl w SurOt6 elArJal'--aR,D1— A as w..{_rJ___ __ --a_- uu es.o ., t o _-.__ 'r __..__ "- —__— ...,.,.a. (21) o...., .> .r V rem _____ ______r.n 9 BOARD MEMBERS rjf S0UlyO Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. vs Office Location: G p� Town Annex/First Floor Nicholas Planamento Margaret Steinbugler O� C 54375 Main Road(at Youngs Avenue) --_ y �� Southold,NY 11971 RECEIVED http://southotdtownny.gov F E B 2 7 2026 ZONING BOARD OF APPEALS F E 2 5 2026 Tom, TOWN OF SOUTHOLD L----- - Tel. (631)765-1809 Board,ofTrustpes G.o1!athold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 19, 2026 ZBA FILE: #8079 NAME OF APPLICANT: Christopher Ross,Trustee of Christopher Ross Trust PROPERTY LOCATION: 3340 Park Avenue(Adj.to Great Peconic Bay),Mattituck NY SCTM: 1000-123-8-21 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 25,and the Suffolk County Department of Planning issued its reply dated November 19,2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 2, 2026. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. Policy 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. And Town Code policy§275-3 "Findings; purpose;jurisdiction; setbacks" D. Setbacks Page 2,February 19,2026 #8079,Christopher Ross Trust SCTM No. 1000-123-8-21 (L) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a). Weland boundary 1. Residence: 100 feet The plan includes property improvements that are inconsistent with the requirements of Chapter §268 Waterfront Consistency Review based on rebuilding of a residence less than 100' from the wetland boundary. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review for the Town of Southold Town Code:and the Local Waterfront'Revitaliitation Program (LWRP)Policy Standards. After consideration of the information given to the Zoning Board of Appeals at the Public Hearing held on February 5,2026,the Zoning Board of Appeals has determined that by raising the dwelling by 2 feet,located in FEMA Flood Zone X, as well as granting excessive lot coverage to a proposed 46.5%, and granting additional variance relief; along with the installation of an Innovative Advanced (I/A) septic system, as affirmed by the applicant's representative, will mitigate the inconsistencies with LWRP policy standards. Accordingly, this Board isl able to recommend that the proposed action is now CONSISTENT with LWRP policy standards. PROPERTY FACTS/DESCRIPTION: The subject irregular-shaped, non-conforming, 9,761 square foot (4,698 square foot buildable land); .22 acre, waterfront parcel located in the R 40 Zoning District measures 17.00 feet Adjacent to Bungalow Lane(Bungalow Road) off of Park Avenue, the property then runs southeasterly 30.00 feet and continues 62.27 feet continuing southeasterly at 56.56 feet,then continues southwesterly'at 49.25 feet continues southeasterly at 62.13 feet,southerly at 51.72 feet which is adjacent to Great Peconic Bay,westerly the property line measures 179.40 feet continuing to the northeasterly property measuring 3.3.33 feet. The parcel is improved with a two-story frame dwelling (presently under construction) with an attached wood deck at the rear of the_dwelling as shown on the survey prepared by Paul Bary,lski, Licensed Surveyor and last revised September 12,2025. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-208A;and the Building Inspector's October 6,2025,Notice of Disapproval based on an application for a permit demolish (by. Southold Town Code Definition) an existing single family dwelling and construct a new two-story single family dwelling;at: 1..)less than the code required minimum side yard setback of 10 feet; 2)less than the code 25 required minimum combined side yard setback of feet; 3) more than the code permitted maximum lot coverage of 20%;4)the construction exceeds the permitted sky plane as defined in Article 1,Section 280-4 of the Town Code; 3340 Park Avenue(Adj,to Great Peconic Bay), Mattituck,NY. SCTM No. 1000-123-8-21. RELIEF REQUESTED: The applicant requests four(4)variances(mirroring those previously granted in Z.BA file #7896)for the currently determined technical demolition of a,residence and its reconstruction; including additions. and alterations (associated with Town of Southold Building Permit #51455) where the proposed residence, when completed,will have, 1. A single side yard setback of 5 inches where the Code requires a minimum of 10 feet. 2. A combined side yard setback of 1.7 feet where the Code requires a minimum of 25 feet_ 3. A lot coverage of 46.5%where the Code limits lot coverage to a maximum of 20%of the buildable area. 4. Penetration of the sky plane. ADDITIONAL INFORMATION: The applicant provided architectural plans labeled A-000.00 through A-004.00, A-099.00,A-050.00, A-100.01 through A-102.01, A-301.01, A-302.00,A-350.01 through A-353.01, A-600.00,and A-700.00, prepared by Katherine Jean Samuels, Registered Architect and dated October 31,2025. The applicant provided copy of the Town of Southold Building Department Building Permit, #51455, dated December 10, 2024 along with copy of prior Board relief granted in file#7896,dated May 20, 2024. Page 3,February 19,2026 48079,Christopher Ross Trust SCTM No. 1000-123-8-21 The applicant provided photographs of the current site condition illustrating the home under construction along with copy of a letter from the project architect(Kate Samuels)to the Town of Southold Building Department dated May 7,2025, discussing problems discovered during construction. A STOP WORK ORDER was issued September 23, 2025 for construction beyond scope of Building Permit 951455 issued November 10,2024. In a letter to the Zoning Board of Appeals dated October 2,2025 and received November 6, 2025, the applicant's contractor Scott Edgett, of North Fork Woodworks, outlined construction issues that came up,causing work to exceed the building permit as issued, including a faulty 1980s foundation that required complete replacement and the request for a de minimis approval to the Zoning Board of Appeals relief granted in file 97896. In a reply to the applicant's attorney, dated September 19, 2025, the Zoning Board of Appeals denied this request, citing that the scope of work, specifically the `demolition' of a residence is not de minimis in nature, where relief was granted for alterations and additions to a single family residence and was offered the opportunity to apply to the Zoning Board of Appeals for the required relief. The applicant's representative provided the Board with a list of prior ZBA decisions granting relief for variances in the immediate area, including files: #4524, dated November 13, 1997 #5403, dated January 10,2000 #5231, dated January 23,2003 #7589, dated February 17,2022 47829, dated October 19,2023 No members of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACVREASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts,to be true and relevant and makes the following findings: 1. Town Lawl 267-WUVU. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The `as built' second floor over the existing structure will not change the character of the neighborhood or pose a detriment to the community: Two-story dwellings are common in the neighborhood and along the waterfront properties adjacent to the subject property,. The,one,-story portion of the existing house is not changing despite the alteration being deemed a `technical demolition', other than being raised two feet to avoid potential flooding. The dwelling is reconstructed in the location that a pre-existing, nonconforming residence,covered by a valid Certificate of Occupancy,was located. 2. Town Law _267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Any construction on the subject property is_burdened with severe restrictions due to wetlands along Great Peconic Bay which limit the buildable area of the lot and create the preexisting non-corforming,lot coverage;the very odd shape of the subject lot;and the pre-existing non-conforming setbacks of the subject dwelling. In addition, the existing one-story as-built dwelling's sky plane exceedance pre- dates by many years the enactment of the sky plane regulation in the Town Code. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 96%relief from the code for the side yard setback,93.6%relief for the combined side yard setback, and 133%relief for the lot coverage. However,the proposed addition on the east side of the residence will be 8 feet from the property line. The non-conforming footprint of the existing dwelling and decks will remain the same, as the proposed addition is for a second story over the existing dwelling. Due to the reduction in the"buildable area" of the parcel, the existing lot coverage is 47.1%,but the proposed lot coverage is 46.5%which is a reduction of 33 square feet. Also,the Site Plan Page 4, February 19,2026 #8079,Christopher Ross Trust SCTM No. 1000-123-8-21 drawings show that the existing dwelling already exceeds the sky plane and the elevation of the first floor also locates the second story addition within the sky plane and no further plans are in place to exceed what already exists. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will.have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must.comply with Chapter 236 of the Town's Storm Water Management Code.The elevation of the subject dwelling by two feet,although not required by FEMA,will reduce flooding,and the installation of an I/A wastewater treatment system will improve environmental conditions by reducing nitrogen contamination. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self created. The applicant purchased the parcel after the Zoning Code was in effect and it is. presumed that the applicant had actual. or constructive knowledge of the limitations on.the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions.declared a `technical demolition' for the renovation of a single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for,and shown on the Architectural Plans labeled A-000.00 through'A-004.00,A- 099.00,A-050.00,A-100.01 through A-102.01,A-301.01, A-302.00,A-350.01 through A-353.01,A-600.00,and A- 700.00, prepared by Katherine Jean Samuels, Registered Architect and dated October 31,2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Subject to approval by the Town of Southold Board of Trustees. This approval shall 'not deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may,render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de mininds In nature for an alteration that does itol increase the degree ofnonconformity,provided de mittimis relief is requested within one year of the date oftlus decision. Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully. Any deviation from the survey,site plait and/or architectural drawings cited in this decision;or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and stay require a new application and public hearing before the Zoning Board of Appeals. Any deviation froin dte variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein,are Page 5, February 19,2026 #8079,Christopher Ross Trust SCTM No. 1000-123-8-21 not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE.CODE RE UQ IRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. t Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,Acampora,Lehnert, and Steinbugler.(5-0) Leslie Kanes Weisman; Chairperson Approved for filing �6 /2026 Ross reconstruction project description Existing dwelling(1,547 SF)raised and placed on new foundation (in kind and in place) (foundation 1,547 SF)for basement with storage and utilities; 2"d story over first floor(544 SF), new irregular covered front stoop (5'6"x 5'x 8'1"x TT along front wall of house then 4' x 5'5"x 12'2.5"@100 SF), rear concrete landing and steps for egress door in basement (4'11"x 6'4"), new IA system in front yard with sanitary retaining wall along driveway (exposed wall not to exceed 2'and screened with native vegetation),fill for sanitary system from recaptured soil, abandon sanitary on waterfront side/rear yard, new irregular rear deck(remove and reconstruct existing deck(500 SF) and raise to first floor elevation of house (new finished floor elevation 13'); gutters &leaders to drywells, replace water line, replace AC condenser attached to wall, existing sanitary system on beach to be filled with recaptured material and revegetated native plants, 4 path to beach, existing vegetation seaward of edge of wetlands to remain natural and add beach grass @10'landward of landward edge of upland vegetation. 0 6'(4r oll Anpol-- �H F E B 2 2026 —St�util�c�zTvJtt s I � I r Cantrell, Elizabeth From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Wednesday,January 28, 2026 4:10 PM To: Cantrell, Elizabeth Cc: Betsy Perkins; Madison Messina Subject: Re: Ross Trust; SCTM# 1000-123-8-21 OK- I have the ZBA hearing this month (February)...I will send you a full description. The house is 99%done on the outside(inside stopped)and I can send you pictures of all sides(if the snow clears enough). Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY MY ASSISTANTS! betsv@mooreattvs.com and madison@mooreattvs.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com On Wed,Jan 28, 2026 at 3:59 PM Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Pat, At this time this application has been deemed incomplete. Below is the list of requirements to be submitted. • You did not submit any written project description. What you did submit is not a project description. A detailed written project description that includes dimensions for each structure (dwelling,each deck, any patio, each retaining wall,fill brought in,etc.)on the entire property must be listed out in the description, including new foundation. • The architectural plans did not include a North and East elevation. All four complete side views are required (one full size,three 11"x17"). • The original Wetland Permit included an outdoor shower. Is there no outdoor shower being proposed now? If there is, it needs to be added to the architectural plans and the written description. • If any A/C units and/or generator is to be installed they need to be added to the written description and added to the architectural plans. ECiza6eth Cantreff Administrative Assistant 1 ' Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 2 so OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 "..�® LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: March 10, 2026 Re: LWRP Coastal Consistency Review CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST, SCTM# 1000-123.-8-21 This application is to demolish (As Per Town Code Definition) the existing two-story dwelling consisting of raising the (1 ,547 sq. ft: first floor footprint) dwelling (finished floor elevation 13'), on a new raised foundation (in-place) for basement with storage and utilities; construct a 544 sq. ft. second story with 5'x17.6' balcony; irregular covered front stoop (5.6'x5'x8.1'x3.7' along front wall of dwelling then 4'x5.5'x12.3'); rear 4.11'x6.4' concrete landing and steps; abandon existing septic system and install a new I/A OWTS sanitary system with sanitary retaining walls along driveway (exposed wall not to exceed 2' in height and screened with native vegetation); add fill for sanitary system using recaptured soil; new 500 sq. ft. seaward deck; install a stormwater drainage system; install new water and electric lines, new a/c units; re-vegetate disturbed areas with native plantings; maintain a 4' wide access path to beach; existing vegetation seaward of edge of wetlands to remain natural and add beach grass 10' landward of landward edge of upland vegetation. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: , Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The application was triggered by a determination of "demolition" by the Southold Building Department and involves actions covered under a previously issued Board of Southold Trustees permit, No.10636 dated July 17, 2024. For this reason, the proposed work is consistent with LWRP policies based on a previous review. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. i, Glenn Goldsmith,President � S®U,�y Town Hall Annex A.Nicholas Krupski,Vice President ��' 54375 Route P.O.Box 1179 Eric Sepenoski J1 Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio —Received Application: I 1 R� Received Fee: $ & lf-11 Completed Application: Incomplete: I /aCo SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _�L_LWRP Consistency Assessment Form Sent:,:;? j ; CAC Referral Sent: N I Ar �' V Date of Inspection: 3TT N O V 2 1 20 Receipt of CAC Report: N Pf2jj�':: _Technical Review: -- Soumold Town ,_Public Hearing Held: ,3 i30�rU afTnustee3 Resolution: Owner(s)Legal Name of Property (as shown on Deed): 50%Christopher Ross,Trustee of Christopher Ross Trust dated 2015 Mailing Address: and 50% Michelle Ross,Trustee of Michelle Ross Trust dated 2015 10 Rangeley Ridge,Winchester MA Phone Number: 857-204-2458 Suffolk County Tax Map Number: 1000- 123-8-21 Property Location: 3340 Park Avenue, Mattituck ' (If necessary,provide LILCO'Pole#, distance to cross streets, and location) AGENT(If applicable): Patricia C. Moore Mailing Address: 51020 Main Road, Southold NY 11971 Phone Number: 631-765-4330 Email: pcmoore@mooreagtttys.com Ross Trust Project Description The existing house was retained pursuant to the building permit and July 17, 2024 Trustee's permit. The house has been substantially completed PRIOR to the building department determination of"demolition"by definition):The Foundation is completed; rough framing completed; rough plumbing completed; rough HVAC completed; rough electric completed; roofing completed; siding completed; decking completed; insulation 75%completed. The insulation and finishes have not been completed. The existing dwelling was lifted and placed on a new foundation (the original house was on cedar posts and 2"d floor addition proposed on a CMU foundation-1983 addition) The CMU existing foundation did not have rebar and were hollow;the house is raised to elevation 13%the concrete landing for egress door was completed and excavated fill used for the new sanitary system (IA system) in the front yard; removed the at grade deck and plant native vegetation, raise rearyard deck to new elevation; drywells and gutters to drywells; replace outdoor shower; New IA system installed; remove vinyl sheds; improvements completed as shown on Samuels&Steelman plans stamped approved 8-29-24 prior to "demolition"determination by building department. The existing CMU had to be replaced with solid CMU (fortified with rebar) Wetland permit for"demolition" by defenition board of Trustees Applicati:,.. GENERAL DATA Land Area(in square feet): 9,761 SF (4,698 SF buildable) Area Zoning: r-40 Previous use of property: existing house - additions & alterations completed (with permits) Intended use of property: work deemed "demolition & reconstruction"; new sanitary system installed Covenants and Restrictions on property? Yes =No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? 7 Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes =_No If"Yes", please provide copy of decision. is project re any demolition as per Town Code or as determined by the Building Dept.? Yes �No Does the structure(s) on property have a valid Certificate of Occupancy? ✓ Yes=No Prior permits/approvals for site improvements: Agency Date zba (#7896) 2024 Trustrees perrmit 7-17-24 DEC-amendment pending ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_a No_Z Yes If yes, provide explanation: building permit suspended due to"exceeding scope of building permit" one foundation wall (built in 1985)found with no rebar Project Description(use attachments if necessary): see attached moard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: restore existing house per"demo" determination of the building department; new sanitary system installed and house substantially completed Area of wetlands on lot: vegetation line square feet Percent coverage of lot: 46.5 Closest distance between nearest existing structure and upland edge of wetlands: @1 5' feet Closest distance between nearest proposed structure and upland edge of wetlands: @1 5 feet Does the project involve excavation or filling? ❑✓ No Yes If yes, how much material will be excavated? 0 cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: sanitary feet Proposed slope throughout the area of operations: flat- front yard Manner in which material will be removed or deposited: small equipment sanitary system installed per HD approval and house constructed pursuant to building permit, ZBA variance, and Trustee's permit additional work - "demolition" by definition only Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason.of such proposed operations(use attachments if appropriate): all activity is landward of wetlands beneficial effect with sanitary system moved to front yard 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Christopher Ross Trust& Michelle Ross Trust Name of Action or Project: Trustees permits Project Location(describe,and attach a location map): 3340 Park Avenue, Mattituck Brief Description of Proposed Action: house constructed in accordance with permits; additional structural work is "demolition" by definition only; existing sanitary system installed Name of Applicant or Sponsor: Telephone: 631-765-4330 Christopher Ross Trust & Michelle Ross Trust E-Mail: pcmoore@mooreagtttys.coM1 Address: 10 Rangeley Ridge, City/PO: State: Zip Code: Winchester MA 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? 'if Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ Building Department/ZBA 3.a.Total acreage of the site of the proposed action? .04 acres b.Total acreage to be physically disturbed? U acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •04 acres 4. Che I land us at occur on,adjoining an ar the pmpqsr4 action. Urban Rural(non-agriculture) Industrial Commercial ❑✓ Residential(suburban) Forest ❑Agriculture Aquatic QOther(specify): EParkland Page I of 4 Ross Trust Project Description The existing house was retained pursuant to the building permit and previously issued July 17, 2024 Trustee's permit. The house has been substantially completed PRIOR to the building department determination of"demolition"by definition)with the following work: The Foundation is completed; rough framing completed; rough plumbing completed; rough HVAC completed; rough electric completed; roofing completed; siding completed; decking completed; insulation 75%completed. The insulation and finishes have not been completed. The existing dwellingwas lifted and placed on a new foundation (the original house was on cedar posts and 2"d floor addition proposed on an existing CMU foundation-1983 addition) Afterthe work was started under the building permit the builder discovered that the CMU existing foundation did not have rebar and blocks were hollow;the house was raised to elevation 13%the concrete landing for egress door was completed and excavated fill was used for the new sanitary system (IA system) in the front yard; per the Trustee's permit the owner removed the"at grade"deck and plant native vegetation, raised the rear yard deck to the new elevation; installed drywells and gutters to drywells; replace outdoor shower; New IA system installed; remove vinyl sheds; improvements completed as shown on Samuels& Steelman plans stamped approved 8-29-24 prior to"demolition"determination by building department. The existing CMU had to be replaced with solid CMU (fortified with rebar),this work was the only unexpected work and was necessary to comply with the New York State Building code. This application is for a wetland permit for"demolition" by definition only. 5. Is the proposed action, NO YES I N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ✓ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Southold Bay SCWA ❑ 0 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ F 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: SCWA ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:_new System installed ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that oc ]Suburban ,or are likely to be found on t"roject site. Check all that apply: ✓ Shoreline Forest gricultural/grasslands Early mid-successional ✓ Wetland Urban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO I YES by the State or Federal government as threatened or endangered? 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow to adjacent properties? WINO DYES b.Will storm water discharges be directed to established conveyance systems ff an drains)? If Yes,briefly describe: O ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: 0 ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:_Patricia C. Moore Esq. Date:11-6-25 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of theffollowing questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflictwith an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? El El 4. Will the proposed action have an impact on the environmental characteristics that caused the El El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? El S. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage Ell ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Hoard of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Ddard of Trustees Applicatiw..' AFFIDAVIT ct.r'-g zSS a--j lUl'G��`l,� IdsS BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS ' DAY OF to C��DbeX— ,,20Q-$-' - Notary Pu@i 00 •, ,s"sioN s 4rjii y''•�TARY PV�e �''aaanaa board of Trustees ApplicatiG . AUTHORIZATION (Where the applicant is not the owner) I/We, �� SS G.-�� fy[ owners of the property identified as SCTM# 1000-_ in the town of U-C(� .New York,hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS 13�h DAY OF ®G-� , 20a Notary Public ,, ��••" "S�,•, O p L,ti •.9s� i� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM .The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of_town officers andemplovees.The pumose of ;this form is to provide information which can alert the town of possible conflicts of interest and allow into take whatever action is necessary to avoid saom,,e.. n YOUR NAME: lip'w4 QZ55 S pp Yt rn/� wrf ' (Last name,first name,qfiddle initial,unless you are applying in the name of ' someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest:`Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO VNI If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): E_A)the owner of greater than 50/o of the shares of the corporate stock of the applicant � (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted day of Signatu Print Name s .r Form TS 1 �r� 1"CIS( a15— Ard of Trustees Applicatioi, PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: e r�nu Fc c /a 3 -� as • � (d-3 / a3 � STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF MAILING CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST Applicant's Land Identified as 1000-123-8-21 KillAI'l---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at Riverhead, New York, being duly sworn, depose and say that: On the 6th day of March, 2023, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. Madison Messina Sworn to before me this day of March, 2025 (Notary Public) PATRICIA C.9'0011E NOTARY PUBLIC,STATE OF NEW YORK NO.0IM04861668 pUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES JUNE 16,' ROSS MAILING LIST THOMAS M. BASS JR EVELYN BASS 9589 0710 5270 2348 8464 84 17 BUCKEYE ROAD GLEN COVE NY 11542 SCTM: 1000-123-8-22.5 DAVID A. ROSS IRREV. TRUST ELIZABETH H ROSS IRREV. TRUST 170 PARK AVE EXTS MATTITUCK NY 11952 9589 0710 5270 2348 8464 91 SCTM: 1000-123-8-24.1 BRADLEY HELIES 2013 TRUST C/O KELLEY DRYE WARREN LLP ATTN: JEFF KATZ 9589 0710 5270 2348 8465 07 175 GREENWICH STREET FL 67 NEW YORK NY 10007 SCTM: 1000-123-8-20.1 STEVEN RABINOWITZ 241 AVENUE OF THE AMERICAS #14E NEW YORK NY 10014 SCTM: 1000-123-8-22.4 9589 0710 5270 2348 8465 14 NANCY R ROSS WM C. CARMEAN 3350 PARK AVE 9589 0710 5270 2348 8465 21 MATTITUCK NY 11952 SCTM: 1000-123-8-22.2 B ® ® ®0 —co Omni is CIO Certified Mail Fee "� Certified Mail Fee �A = $ 1 = $ . M Extra Services&Fees(check box,add fee a M Extra Services&Fees(check box,add fee gkpp op ate) rU ❑Return Receipt(hardcopy) $ rU ❑Return Receipt(hardcopy) $ V X,g ❑Return Receipt(electronic) $ Post ark ❑Return Receipt(electronic) $ - �,l POstmar t- C] Certified Mail Restricted Deliver $ (� Here c i ❑Certified Mail Restricted Delivery $ �n Her ❑ y I ❑Adult Signature Required $ D' ❑Adult Signature Required $ p rII ❑Adult Signature Restricted Delivery$ f �I V..) [-]Adult Signature Restricted Delivery$ Postage CL r Postage /. Total Pof -q Total P TZ STEVEN RAB r`- DAVID A.ROSS I Sent To 24 AVENUE OFT AS ® Sent To ELIZABETH H ROSS w . co 414E � si ears 170 PARK AVE EXTS q] �iF®et any Ul City State NEW PORK NY 10014 -------- "' -------- MATTITUCK NY 11952 ---------- rr City Ste a a eee•e• -,�- - - I o e eeo•e - co B rq ® e 0 rU ®® Ln co ' ro Certified Mall Fee .o Certified Mail Fee $ �- m Extra Services&Fees(check box,add fee as appropriate) -11 M F_xtra Services&Fees(check box,add fee as appropriate) rU ❑Return Receipt(hardcopy) $ rU ❑Return Receipt(hardcopy) $ � _ ❑Return Receipt(electronic) $ Po to ❑Return Receipt(electronic) $ 1 1 90 Vc, k ❑Certified Mail Restricted Delivery $ Here ❑Certified Mail Restricted Delivery $ Here ❑Adult Signature Required $ C ru>.� a ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ ° rU C � ❑Adult Signature Restricted Delivery$— postage Postage ` d $ p $ U �� r-q Total Pos r� Total P. ® $ THOMAS M. BASS JR NANCY R ROS EVELYN BASS ® $ wM C.CARMEN' � ': Sent To S117 ent To ,� sfreetan� 17 BUCKEYE ROAD Streets e 3350 PARK AVE`, 11952, Ln _ -___- GLEN COVE NY 11542 ---- --- MATTITUCK NY o- city stair Q" City,State y '� o ee 1 ee eee•e• •. •. , :ee a ee eee°e• B CJ n r0 ro Certified Mail Fee "EAD$ �� M /7� . rt"1 Extra Services&Fees(check box,add fee as app ria p� W ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ Postmark ® ❑Certified Mall Restricted Delivery $ Here ❑Adult Signature Required $ ; +{-MM rl.l ') Y ❑Adult Signature Restricted Delivery$ Postage CI $ � Total Po BRADLEY BELIES 01 US S ent To LLEY DRYE LLP C/O KE 117 ep Sireefan ATTN: JEFF KATZ ` ------- 175 GREENWICH STREET FL 67 Er City,Stat NEW YORK NY 10007 s� wweu._.1� ®rggce),�eY�'eieTe�TeY t'' -- , SENDER: SECTION "■ Complete items 1,2,and 3. A, Sig ure y°n ■ Print your name and address on the reverse X ( 7,1 ElAgent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to; D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ®No DAVIDA.;FOSS IRREV. TRUST ELIZAEETH H ROSS IRREV. TRUST 170 I'ARI{,/k/E EX I"S MATT i OCK NY 11952 �I I IIII IIII III I II III II I IIII I I��I I I I I I I III 3. Service Typo o Priority Mail Expresso ❑Adult Signature 0 Registered MallTM ❑Adult Signature Restricted Delivery p Reggistered Mail Restricted I7 Certified Mall® Delivery 9590 9402 9425 5069 3833 05 M Certified Mail Restricted Delivery 0 Signature Confirmation- C)Collect on Delivery 0 Signature Confirmation 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery Q Insured Mail O Insured Mail Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic ReturnMeceipt i BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ------------------------------------------------------------- -x In the Matter of the Application of CHRISTOPHER ROSS TRUST AND MICHELE ROSS TRUSTD AFFIDAVIT OF SIGN POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-123-8-21 3340 Park MAR Ave. Mattituck NY 11952 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE, residing at Southold, New York being duly sworn, depose and say that: On the 61h day of March, 2026, 1 personally posted the property known as 3340 Park Avenue, Mattituck NY by placing the board of Trustees official Poster where it can easily be seen, and that I have checked to be sure the post has remained in place for eight (8) days prior to the date of the public hearing. Date of Hearing to be held on Wednesday, March 18, 2026 at or about 5:30 p. P trici . Moo�re ��'- Sworn to before me this I day of March, 2026 No ary Public A SON MESSINAIC,STATE OF NEW YORKon No.01 ME0002865d in Suffolk County Expires Match 17, NUTILt Ui Ht: AK1i1G NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHRISTOPHER ROSS TRUST & MICHELLE ROSS TRUST SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the demolition (As Per Town Code Definition) of the existing two-story dwelling consisting of raising the (1,547sq.ft. first floor footprint) dwelling (finished floor elevation 13'), on a new raised foundation (in-place) for basement with storage and utilities; construct a 544sq.ft. second story with 5'x17.6' balcony; irregular covered front stoop (5.6'x5'x8.1'x3.7' along front wall of dwelling then 4'x5.5'x12.3'); rear 4.11'x6.4' concrete landing and steps; abandon existing septic system and install a new I/A OWTS sanitary system with sanitary retaining walls along driveway (exposed wall not to exceed 2' in height and screened with native vegetation); add fill for sanitary system using recaptured soil; new 500sq.ft. seaward deck; install a stormwater drainage system; install new water and electric lines, new a/c units; re-vegetate disturbed areas with native plantings; maintain a 4' wide access path to beach; existing vegetation seaward of edge of wetlands to remain natural ' and add beach grass @10' landward of landward edge of upland vegetation. Located: 3340 Park Avenue, Mattituck. SCTM# 1000-123-8-21 TIME & DATE OF PUBLIC HEARING: Wednesday, March 18, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed..action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,, listiny, both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 123 _8 _21 PROJECT NAME 50%Christopher Ross 2015 Trust&50% Michelle Ross 2015 Trust The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Pemrit,approval,license,certification: ❑ Nature and extent of action: house completed pursuant to building permit(Trustees permit and ZBA) structural work required for defective 1984 foundation wall; building department deemed construction work triggered"demolition"by definition only-new application to trustees required Ross Trust Project Description The existing house was retained pursuant to the building permit and previously issued July 17, 2024 Trustee's permit. The house has been substantially completed PRIOR to the building department determination of"demolition"by definition)with the following work: The Foundation is completed; rough framing completed; rough plumbing completed; rough HVAC completed; rough electric completed; roofing completed; siding completed; decking completed; insulation 75%completed. The insulation and finishes have not been completed. The existing dwellingwas lifted and placed on a new foundation (the original house was on cedar posts and 2"d floor addition proposed on an existing CMU foundation-1983 addition) After the work was started under the building permit the builder discovered that the CMU existing foundation did not have rebar and blocks were hollow;the house was raised to elevation 13%the concrete landing for egress door was completed and excavated fill was used for the new sanitary system (IA system) in the front yard; per the Trustee's permit the owner removed the"at grade"deck and plant native vegetation, raised the rear yard deck to the new elevation; installed drywells and gutters to drywells; replace outdoor shower; New IA system installed; remove vinyl sheds; improvements completed as shown on Samuels& Steelman plans stamped approved 8-29-24 prior to"demolition"determination by building department. The existing CMU had to be replaced with solid CMU (fortified with rebar),this workwas the only unexpected work and was necessary to comply with the New York State Building code. This application is for a wetland permit for"demolition"by definition only. Location of action: 3340 Park Avenue, Mattituck Site acreage: 9,761 (buildable 4,698) Present land use: residence Present zoning classification: r-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 50%Christopher Ross 2015 Trust&50%Michelle Ross 2015 Trust (b) Mailing address: 10 Rangeley Ridge,Winchester MA 01890 (c) Telephone number: 857-204-2458 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable existing house updated with all required permits. During construction building department deemed"demolition"by definition only applications require amendments/reissued Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable updated residence enhances the neighborhood Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑.Not Applicable The work completed to the house brought the house up to building code standards and flood zone standards a new sanitary system was installed landward of the house Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable new sanitary system meet highest standards(IA system)and landward of house and away from wetlands or bay Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages_22 through 32 for evaluation criteria. ❑✓ Yes ❑No ❑ Not Applicable improvements are an environmental benefit Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑✓ Yes ❑No❑ Not Applicable new construction meet current air quality standards Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria.❑ n Yell No❑✓ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No F-/-] Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED BY Patricia C. Moore ALE attorney DATE 11-6-25