Loading...
HomeMy WebLinkAbout52206-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52206 Date: 08/22/2025 Permission is hereby granted to: Foy Revoc Trt 215 Marina Ln East Marion, NY 11939 To: Construct accessory storage shed as applied for. Maintain minimum 10 foot setback to rear and side property lines. *Hold downs or anchoring system will be required. Premises Located at: 215 Marina Ln, East Marion, NY 11939 SCTM# 35.-8-5.9 Pursuant to application dated 07/21/2025 and approved by the Building Inspector. To expire on 08/22/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $269.00 CO Accessory Structure $100.00 T tai $369.00 Building Inspector TOWN OF SOUTHOLD— BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 .. . ..765-9502 �`i.°."7�� vv,,V z;ou0k P�ll��W1111 t', w, � Telephone (631) 765-1802 Fax (631) Date Received APPLICATION FOR BUILDING PERMIT ECE HE E For Office Use Only R /I J U L 2 1 2025 PERMIT NO. 5CPa0( Building Inspector:_ Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town Of Southold Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Gl/f� �D' SCTM # 1000oeP - �_5, Project Address:a J i',/IVP4 4A , G l4' P40,1" Phone#:1D3�� '� , ®c Email 0L�>Cvvv2LPei1 s vwoA '� �i� � e Mailing Address: /� /"►�� ,� L•c� ,�� f , %' /l�� CONTACT PERSON: Name: Mailing Address:a Phone#:631^ Email.J.a t4 I t�o�dA a? eiO, ""t DESIGN PROFESSIONAL INFORMATION: Name: ) �rrk P, J .+ Mailing Address„ ' j 4 4 •+ Phone#: Email: CONTRACTOR INFORMATION: Name: Mno Yo R tv �S. Mailing Address:g 6- tl b e 14VY. R L /1pe- k IV Phone# Email: DESCRIPTION OF PROPOSED CONSTRUCTION, ..New Structure ❑Addition ❑Alteration ❑Repair [E]Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes 62ITo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: ................ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Sox Afte; Reading: 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 Submitted By(print name): �f'r,(J�¢ D �(' ❑Authorized Agent []Owner Signature of Applicant: OON ED BUNCH Notary rNary Public,St8te of NeVV YorkNo,01 BU8185050 STATE OF NEW YORK) QUalified in Suffolk County SS: Commission Expires April 14. '. COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 ay of ZO _ _ Notary Public _..� "' e V, 1k 6al..-V '� P'R0PE''R Tt'0' AJN111_R A tjl HORIZA °)ON (Where the applicant is not the owner) i residing at _ ......�..._............... do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. ._........._ Owner's Signature Date Print Owner's Name 2 Yuung & Young, Lulu! Survel7- dflf0 rrMf PRIBVI°P,T U?B},8a, ,."0 P,fell�• M1CLL S°rr<R rf.Dar 44 7Y€€w f,♦i; .s j�,iy ,,,, 1 , I ' l' n ' a NOTE 4REA • QUO S:,Fl. SURVEYORS CERTIFICATION _ - �� '`f•. j � I&1} L€M1'€35 utiCIAFAA RC>ti.L�, F ®4 F NY i�.0 ttki FCid6RX;.SaA FNi3 GVi tea^\ t•d 8i #ii i 11 C ar r' 6 R{N F *V 4 T - SURVEY FORGUSMAR i3£' 11.�8 Y E" ` I0T 5 'SUVWT E5TATE5, SECTION I" Fi a I.tr At kart Merlon, Town o® Southold xD-= I Su!tn;k. County, New rare 1' F'I PAL SUF=;Z EY e l LF.H NSR= IG A„h 1;k G5FS t; i S.s�ssor2 s o BUILDINO DEPARTMENT DATA: 39 — S J,C ABBREVIATIONS OCCUPANCY OR Classification/Floor Area 00 oE Y 5Hk: M USE IS UNLAWFUL Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER WITHOUT CERTIFICATE �' ACT ACOUSTICAL TILE MAX MAXIMUM APPROVED AS NOTED > Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE p ( O � AFF ABOVE FIRST FLOOR MS MARBLE SADDLE DATE p•�� B.P.# ��� lj F OCCUPANCY 1st Floor O O O ASF ABOVE SUBFLOOR MTL METAL Epro 17) m 2nd Floor O O O FE A.S. ALUMINUM SADDLE NA NOT APaLICABLE N BUILDING DE = x A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT NOTIFY BUILDING DEPARTMENT AT � � Total O O O �•" B.C. BRICK COURSES NOM NOMINAL 631-765-1802 8AM TO 4PM FOR THE COMP WITH ALL CODES OF `Ry. FOLI.O�NINr INSPECTIONS: NEW YO r< STATE &TOWN CODES a Garage O O O BD BOARD NR NOT REQUIRED AS REQ RED AND CONDITIONS OF BOT BOTTOM NTB NOT RE SCALE 1. FOB lNDATION-TWO REQUIRED m O `r l � Front Porch O O FnR POURED CONCRETE SOUTHOLDTOWNZBA BLDG BUILDING OC ON CENTER f ; GBB CEMENT BACKER BOARD OCC OCCUPANT(S) 2. F"� 1QaH-FRAMING&PLUMBING SOUTHOLDTO%PLANNING BOARD � Rear Porch O O O CL CLOSET OH OVERHANG 3. INSULATION 4. FINAL-CONSTRUCTION MUST SOIlTHOLDTOih"VTRUSTEES Decks O 1 O O Cl CEILING PART. PARTITION GLR CLEAR(ANCE) PC POURED CONCRETE BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE COL COLUMN PT POINTREQUIREMENTSSOUTHOLDHFC RETAIN STORM WATER RUNOFF ; ;. GONC CONCRETE YORK PKT POCKET . NOT OF RESPONSIBLE FOR SCHD PURSUANT TO CHAPTER 236 CMU CONCRETE MASONRY UNIT RAD TON ERRORS F THE TOWN CODE.RADIUS ORK STATE. CT COLLAR TIE REQ. REQUIRED 12-0 DESIGN OR CONSTRUC O Z �o CJ CEILING JOIST REV REVIBION(5) o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER r, DIA DIAMETER R/R REMOVE AND REPLACE U- 0 Z DIM DIMENSION SEC; SECTION O DR DOOR 5F SQUARE FEET DTL DETAIL SIM SIMILAR Treated 4 x 4 O 12" Overhang DWG DRAWING SO SQUARE I I U DN DOWN STL STEEL Q EA EACH EACH 5 SMOKE DETECTOR d EL ELEVATION 571) STANDARD EQ EQUAL TC TOP OF CURB 12" Overhang I R301.2.1.1 (2020 Residential Code of New York State) EX EXISTING TEL TELEPHONE Treated 4 x 4 DE p Dormer EXH EXHAUST THK THICKNESS p Construction in regions where the basic wind speeds EXT EXTERIOR TOS TOP OF SLAB Design Criteria a I ►n exceed from Figure R301.2(4) equal or exceed � EF EXHAUST FAN TX TOILET EXHAUST 130 miles per hour shall be designed in accordance EW EGRESS WINDOW TXF TOILET EXHAUST FAN I with one of the following: FC FIRE CODE TYP TYPICAL FD FLOOR DRAIN TEM TEMPORED u Plans have been designed a FIN FINISHED) TEMP TEMPORARY O I I 202-0 New York State Residential Code in accordance with: Un FLR FLOORING) UON UNLESS OTHERWISE NOTED Z FPSG FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD @jv I 2 x 4 Roof Trusses @ 16 OG CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: FT FOOT(FEET) WC WATER CLOSET Treated 4 x 4 � Q ti U FJ FLOOR JOIST WR WATER RESISTANT `t c`tv (Table R301.2(1) x GA GAUGE cv Wind Exposure Category: B Q GALV GALVANIZED g° I I Ground Snow Load: 20 PSF GFI GROUND FAULT INTERRUPT OIL GLASS ►- I I 3 Wind Speed: 130 mph 3 sec Gust GWB GYPSUM WALL BOARD Treated 4 x 4 I 1110 fastest mile HC HOLLOW GORE w Special Wind Region: NOCon O HDW HARDWARE U I Windborne Debris Zone: HM HOLLOW METAL O O NO 4-4 l9 a I Dormer Seismic Design Category C Q O HOR HORIZONTAL = HP HIGH POINT Z HT HEIGHT Treated 4 x 4 m w rn w E Weathering Severe U HVAC HEATING/VENTILATION/AIR CONDITION x O IN INCH cv 2808 Door I D Frost Line Depth: 36 inches w INT INTERIOR Termite Infestation: Moderate to Heavy ^ INV INVERT ~ C6— E JT JOINT Decay Probability: Slight to Moderate �--i KIT KITCHEN Treated 4 x 4 Stone Base I I O w LAV LAVATORY Winter Design Temperature: 15 Roof Plan Ice Shield Underlayment Required Valleys and Perimeter W Floor Plan Flood Hazard Exempt U O Air Freezing Index 599 U Foundation Plan Mean Annual Temp 51 MIN. DESIGN PRESSURE DP RATING: o Q Windows ZONE 4 DP 25 Doors m ZONE 5 DP 30 a" O ZONE 1 DP 25 U ZONE 2 DP 30 w O s ZONE 3 DP 30 Q rn cv ZONE 1 DP 20 n ZONE 2 DP 45 Legend ZONE 3 DP 45 Zone Diagral •Ms : Existing Walls to Remain 0 F a. f d Existing Walls to be Removed - - - - - - - - New Walls and Partitions ® ► a a � � .. Insulation FyWNVWy1 _HE Interior Door Left Elevation W(di Zone > Edge Window —��r— Right Elevation E � � Pony eter v '``�+ � Structural Beam _ Minimum Uniform) Distributed Live Loads: Table R301.5 n Asphalt Shingles over 15# Felt over 1/2"CDX Plywood Sheathing i2 USE LIVE LOAD DEAD LOAD d over 2"x 4 Gusseted Roof Trusses N Outlet 3 12 8 8 12 Passanger Vehicle Ga ages 40 psf 10 psf I w n 0) GFI Outlet 60FI ATTICS Habitable or w/Fixed Stairs 30 psf 10 psf N w N � � Switch "Simpson" H2A at All 12 ATTICS without Storage 10 psf 10 psf o C7 ¢ m New Rafters ATTICS with Storage 20 psf 10 psf Z Q Q z Ceiling Fixture (See Detail) 6.00 w Q ROOMS other than Sleeping Rooms 40 psf 10 psf ¢ 3 0x Sleeping Rooms 30 psf 10 psf k" U Q 0 v Exterior Fixture Stairs 40 psf 10 psf 0 Guards and Handrails 200 psf 10 psf 1/4" = ' Guards in-fill components 50 psf 10 psf Smoke Detector © (2) 2 x 4 Plate (2) 2 x 4 Plate Fire escapes p 40 psf 10 psf P.�t�,0 E CO Detector O `� ALLOWABLE DEFLECTION: Table R301.7 jy 4r Vent ❑ T-111 Siding over 2"x 4"studs LE) o Structural Member Allowable Deflection � r' 16"O.C.w/R-15 Batt Insul Rafters having slopes greater than 3/12 with no finished J'� 77006 L g Vent/Li ht nrY, 1"Trex Decking D a ceiling attached to rafters �A ESS10 1P�� L/180 ROF r Treated 2 x 4 0 Interior Walls and Partitions H/180 DWG. NAME: Ceiling Fan FJ @ 16 OC Treated 2 x 4 Plate s �� 0�' Floors L✓360 COVER ^ _ r oP�nG 5 Ceilings w/brittle finishes (including plaster and stucco) H/360 `/ V G r(�/�/`�V�' C40_)Wv,S Frcnt Elevation Rear Elevation Ceilings w/fexiblefiinishes (including gypsum board) L/240 SHEET All other Structural Members L/240 Treated 2 x4 @ 15 OC Treated 4 x 4 P Y�GC Exterior Walls w/plaster or stucco L/360 DWG. NO.: 6" PC Slab Section Exterior Walls-Wind Loads(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loads(a)w/Flexible Finishes H2O Lintels supporting masonry veneer walls 1-/600 cowl a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF :2 I