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HomeMy WebLinkAbout52796-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT .�� SOUTHOLD., NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52796 Date: 03/27/2026 Permission is hereby granted to: Nathan Brzozowski 265 Union Ave Belleville, NJ 07109 To: install generator as applied for. Premises Located at: 34460 Route 25, Cutchogue, NY 11935 SCTM#97.-2-9.1 Pursuant to application dated 03/24/2026 and approved by the Building Inspector. To expire on 03/26/2028. Contractors: Required Inspections: Fees: GENERATOR $125.00 CO-RESIDENTIAL $100.00 Total 225.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 s rv�� l of o°� . Date Received A,PPI]CATION FOR BUILDING !�")E!RlMrr a L For office Use Only � : �'lµ�� •��„� ill u "?U�, "� ^ ,� PERMIT No. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed. Date:03/21/26 OWNER(S)OF PROPERTY: Name:Nathan Brzozowski SCTM #1000-97-2-9.1 Project Address:34460 Main Road CutChogue 11935 Phone#:631 381 5613 Email:nbrzozowski@gmaii.com Mailing Address: CONTACT PERSON: Name:Mark Schwartz Mailing Address:PO Box 933 Cutchgoue 11935 Phone#:631 734 4185 Email:mark@mksarchitect.com DESIGN PROFESSIONAL INFORMATION: ............. Name-same as above Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: ........... ............. Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION E]New r , I ddition F�Alteration ❑Repair ❑Demolition Estimated Cost of Project: T fh r GENERATOR $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RIYes ❑No --------------------- .... .. . ....... ................ .......................... ................ PROPERTY INFORMATION Existing use of property0a sin gle family Res Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? nYes 10,'No IF YES,, PROVIDE A COPY. 119 Check Box After Readi ng:, The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Subm itted By(pr int,name):M a rk S chwa ftz MeAuthorized Agent DOwner 0000"CONNIE D.BUNCH Signature of Applicant: 4, Notary Public,State of Now York Date: No.01 BU6185050 Quallfled In 8*uffolk CounL"Y,,,,,6 STATE OF NEW YORK) Commission Expires April 14,2&��� SS: COUNTY OF suffolk Mark Schwartz being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Nhe is the Architect/Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this dk day of Gch 120Q�l I*V*4 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Natha n B rzozo wski idig at 34460 Main Road Cut+chague resin --Tdo hereby authorize Mark Schwartz to apply on my behalf to the Town o 0114 Ad Building Department for approval as described herein. 03/21/26 0 ner's Signatur Date ws Na an Brzo 01 ki Print Owner's Name 2 less s� 7 �-� - �• 1 do REVISIONS: 637.6 mm 121� SITE DATA mm [25.1 in) 148•0 my PROPERTY: 284,983 SF 6.5423 ac PROPERTY WETLANDS: 7,300 SF r _ �'•, �� BUILDABLE PROPERTY: 277,683 SF 6.37 ac ESTIMATED AREA OF - "�',, GROUND DISTURBANCE: 12,000 SF a i' L� HOUSE PERMIT(APPROVED) AREA LOT COVERAGE: 1ST.FL. HOUSE ENVELOPE: 1,631.4 SF 0.59% \//1 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% 727.2 mm GARAGE: 780.0 SF 0.28 _ _ NORTH-WEST LNDG 1:: 40.0 SF 0.01% 12 In] EDGE OF v✓ETLANDc f �� STAIR:: 46.4 SF NORTH-WEST LNDG 2:: 15.0 SF 0.01% NORTH-EAST LNDG:: 12.0 SF 0.01% O�O^ �/ / BREEZEWAY:: 80.0 SF 0.03 K � (��- ` \O 2ND, FL.BALCONYa 234.7 SF 0.08 C O {/ o A. / OUTDOOR SHOWERr 16.0 SF O.OI O4 (/� ^4 O2J \ l RAISED PATIO:: 560.3 SF 0.20 �� g,:�_N o STAIR: 30.2 SF C1� ��$ �� 0 O2�Q h / CHIMNEY: 11.5 SF \ Q yK 2 4 V �i48 � _ 1232 11t Q (\� OO BILCO CELLAR ENTRANCE: 42.2 SF [25.5 in] 148.5 in; Q�Q U � P 100'SETBAZk� _ \ Y I AC MECHANICAL UNITS' 25.0 SF LEFT SIDE VIEW FRONT VIEW �O�U- ,O w 1 ?���a -y � ' ! / PATIO ON GRADE: 3,367.6SF � (� O.D.KITCHEN: 36.0 SF k� �� Y =Q �� Jv / y �/ y •OO/ POOL: 648.0 SF 0.23% PROPOSED 24kw GENERATOR °o�`' q�� SPA TUB: 100.05E 0.04°,° rrwwll _ y y HOUSE DRIVEWAY: 8,000 SF x AVM / NATURAL GAStV�P Y CONCRETE TO REMAIN: 498.0 SF a ° TOTAL: 19,977.1 SF 1,51 /o y > Y y 4, y yO�/,(00 7- ` _ �� PROPOSED n t � O A D( BARN. 2,016 SF 0.73 1�- L <4 v K gP y y W 'y �� y COMBINED TOTAL: 22,371.1 SF 2.24% G4, Q METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK O Y DATE SURVEYED: NOVEMBER 8,2024 jE SCTM: 1000-97-02-9.1 f y ) S y ram` FLOOD ZONE: AE 6 1 X (/ ELEVATIONS REFRENCE: NAVD 1988 y y y \\ y/ Y =.'�'T%Zl�N3'IR / y/ / . �° STORM WATER MANAGEMENT DETAILS '` y �!DW 1 •\ b��y� / /7 �y y Y \\ o "f^N f` y ° y j� y 100/o RUNOFF AT DRYWELL DRYWELL LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: y �o (� \ NEW BARN ROOF: 2,320 SF 387.4 (2) 8'dia.,5'deep 211.3 CF ea / y �Z, a� - - TOP a.'✓ OGEE GUTTER-STANDARD 5" Q �+ O ,4 H" d / V `/ > y y / NOTES; Q All vE%i iN / 1/ \ 1).EXECUTION: uriuiMLPoEs , •/ / "� Y 'f J ' A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ��� • r' //,' / " • / f` 2).PREPARATION: W p f 1 , • �j y A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. % h h • //s, , .� B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR O r� $ �5// M� • L. , y / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, v 8 ! \' r1/ / C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH D')ISSIMILAR O O ' /G !�! a METALS WITH PROTECTIVE BACKING PAINT. U 1 '.° d' ac ,' i • n 1 , j Y y v, 3.INSTALLATION: N A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O / t / y 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. L� U / 15' / �/ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND S. / y O B).ALUMINUM:ACCESSORI RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (y/ �y y CONNECTORS. O f 4f `-.`r r 5 Y 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL u UNDER / y y CONNECTION WATERTIGHT. s s NST�tUCG N / Y y Y DRY WELLS TO BE 10' MIN. 4).PROTECTION: b• �` T Sl AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ` •:_ ",' :.... """ y / y y/ B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTLAL Y I A COMPLETION. ram'. , �+/ ��\ l Y y y �/ O + OO C 0 O o Y M , y y Y CONSTRUCTION \ /' / 4 ER y y �/ / r as � c� o /���•i // Q y y Y X O Zt ! O \ 0"MAX. C.to C. Cc O 00 ++ o�� y y , \ m / / \ GRADE LL a O \ It ----- - LL E N V / P..� j `\ b ' �/ y y Q ,ff`t �f( J '� /aF/I aF a MIN. LL N la) 0 - , tea/ ' OCt {p'•• O p%, D W / / Q \ y y y y � "W \ �i 1 � � aF /- � �Or W ' •,, a o-• .R'•/ � ` 31Q' • _`` �l' �i Q I 11 .QW , O O �C ... Y PERSPECTIVE VIEW D W \ / /% 36" MINIMUM 2 x 2 Q sW . T- „ €N,L ' -rI y �/ O �`RIF FENCE POST u U Al \\ O ' C; WOVEN WIRE FENCE CA Y QGJ �� (6x6 - 10/10 WWF) Q O . 6 \ 15i O� �:� FILTER CLOTH o N 4 N o� PROPOSED SITE PLAN GR n A 0 SCALE: 1 = 50 -O EMBED FILTER CLOTH OE V C �� �cL MIN. 6" INTO GROUND N Q o� r J J O� NOTE: '' �4CO� MAXIMUM DRAINAGE AREA [1 1/2 ACRE / 100 LINEAR FEET 0 Li Oy ryO 00 �Q ? G SECTION DETAIL ��t 'F�+ � t SILT FENCE DETAILS +� 1 US DRAWN: MH/MS \ Q- SCALE: �Spy�/P `U t�• #� JOB#: ®pr'�?�! -s►? 3/19/2026 • � SHEET NUMBER: Lj S- 1 4v eft �-xx REVISIONS: VERIFY EXISTING G WATER LINE FRONA WELL.MAINTAI O NYS CODE A CHIDS + / _ !DWI � \ * 0 �, y y y /MAINTAIN 10' / SEPERATION J WITH DRYWATER LINE IS / O 7 / AND WATER LINE AND 5'FROM UTILITY LINES / •O' / ' O % � DWI � y.01 — / TOPSOIL �✓ / / y �ocnSlonr O / y ONCRETt\ \♦ �' /' / ' �O � / y// T' a ISIVASHOUTI V 00 VERIFY JXISTING /// DW AND PROPOSED .� UTILI LINES -) MIN.5' EPERATIO / / '�1 Ql -61 _ / 1 �� M� � • y 'Jco l Ile" y �O J I / .(77 T ii •h I ! _# 7 Qj Y/ I �' I DWI r�.nrosED I s'YAr.I; /�L i/) -/V I y O UNDER NSTRUCT! N • ® 4�` � I`MV I i R ?.`:.,�...�\I............, 2 // // // ' /y/ y © E 0 �'P� Iv.:nsl S u.�'. PROPOSED =1 1 iCAI ION I f`'u ..STY.HOUSE 2.0 Z a'T �`� Z UNDER / / y C mI = CONSTRUCTION "°" / / / / y / 4% / / All I DWI RAISE :'nTICA y/ 1 \ I y ' T \ y � c� / � y y > \ A �► �t LOCTIPHSo �,N 'I `` ' ./�+ � ' a �r SILT I \ \\ y211 00 \ ^ \ Ln U \ \ 15 1 00 E N oW � \ a \ V I y �/ •S~ lull O '� u u `v \ Q oo J o �- _ u N 0 4 ` PARTIAL SITE PLAN .'�',` os SCALE: 1" = 30'-0" \ `,; DRAWN: MH/MS ti SCALE: ��� O\Q\ $. • . QF" JOB#: 3/19/2026 ITT SHEET NUMBER: \ � S- 1® a