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Home My WebLink About52757-Z TOWN OF SOUTHOLD V 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#: 52757 Date: 03/12/2026 Permission is hereby granted to: Hall Bill &Josie Revoc Tst 11819 Rue Saint Lazare Ct Tomball,Tx 773772611 To Construct a two-story detached garage accessory to an existing single-family dwelling as applied for. Structure must maintain minimum side and rear yard setbacks of 10 feet. Premises Located at: 265 Crescent Ave, Fishers Island, NY 06390 SCTM#9.-5-2 Pursuant to application dated 02/05/2026 and approved by the Building Inspector. To expire on 03/11/2029. Contractors: Required Inspections: Fees: Accessory-New Structure $893.00 CO Accessory Structure $100.00 Total 993.00 Building Inspector u„ � ---- TOWN OF SOUTHOLD—BUILDING DEPARTMENT i" Town Hall Annex. 54375 Main Road P w . { ►. Boy 1179 Southold,NY 11971-0959 ,Ih°° Telephone(631) 765•-1802 Fax +631 765-9502,!,.iLt�p,,s*,//Www.sot,itholdltown,n,,,Y.,POv owl i Date Received APPLICATION FOR BUILDING PERMIT u^ JI For office Use only � 6 u f 5:7' PERMIT NO Building Inspect r FEB a 7 L5 2 Tb Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form$Page 2}shall be completed. w Date: � OWNER OF PROPCRT r: y Name:Hall Bill & Josie Revoc.; T t SCTM#1000- Project Address:265 Crescent Ave Fishe rs Island, NY 0390 Phone#:831-788-5698 Email: Mailing Address: 11819 Rue Saint Lazar e �;t, Tomball, TX 77377-2611 CONTACT PER ONv: Name:Sam Fitz erald .......... Mailing Address:1 5 E., Putna','_f,,A' %'P' ej 34 Greenwich, CT 06830 Phone#. •8 0-2 8 7-3808", Email- am(a')_sfapc.net DESIGN � � a % c a ,k . ,v9✓mw hl,iti,nlliWi' ay/� ,J i � �r ,: 6 �Au -, ,� bra " s .. ...... rJ V Name.Sa tz , �raId � F DVIC � Mailing Address: 15 E. Putnam Avenue, #23-4, Greenwich, CT 06830 ' Phone#:$60-2$7-3808 Email:sam@sfapc.net CONTRACTOR INFORMATION: Name:C/o Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION � 'New Structure ❑Addition OAlteration CIRe air ❑Demolition Estimate d ed Cost of Project,: bather $1oa,000 Will the lot be re-graded? DYes No Will excess fill be removed from r • ?p emrses. ❑Yes 00 No 1 W4 5a�5"7 — 5CJSG�ENERAL NOTES TABLE R301.2(1) �j 1. The contractor shall furnish and install all items CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA ✓ unless otherwise noted. Ground Seismic SUBJECT TO DAMAGE FROM Winter Ice Shield 2. The contractor shall verify all dimensions and Snow Wind Speed Design Frost line Design Underlay Flood 1. �c� Load (MPH) Category Weathering Depth Termite Decay Temps Required? Hazzard job conditions. All discrepancies shall be v� o era a ig to brought to the attention of the architect. The 45 120 B Severe 42" To Heavy Moderate 116 Yes N/A �Q� I �— contractor shall be solely responsible for visiting A� the job site and obtaining all correct information -9,L TABLE 402.1.1 for the completion of the contract. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a. All dimensions locating exterior walls are 0HCLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL to outside face of stud unless noted C O ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE SPACE otherwise. �, 0 �1 c�, O � R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE b. Dimensions locating interior walls are to 4 0.35 0.55 49 21 8/13 19 10/13 10, 24" 10/13 rough framing or centerline of rough opening unless noted otherwise. 3. In the event that certain details of the NAILING SCHEDULE construction are not fully shown or noted on the drawings or called for in the specifications, their Joint Description Number-Type of Nails Nail Spacing Notes IN construction shall be of the same size and U`E 3 E 3Bottom plate to floor, band, end rim joist or blocking(face nailed) 3- 16d (1,2) Per foot character as for similar conditions which are A p shown or noted. Oj 2 I Joist to sill, top plate or girder(toe-nailed) 6-8d Per joist 4. The contractor agrees to assume sole and 0E3[3MC3EX3C3M_ ELD O complete responsibility for job site conditions r T_ Blocking to joist(toe-nailed) 3-8d Each end lieduring the course of construction of this project, 131-9 01 /4" 1 31-011 Blocking or sill or top plate(toe-nailed) 5-16d Each end including safety of all persons and property. Ledger strip to beam(toe-nailed) 5-16d Each joist This requirement shall apply continuously and H EXJE3[3EX3E3M I L shall not be limited to normal working hours. Joist on ledger to beam(toe-nailed) 5-8d Per joist The contractor further agrees to defend, Rim to joist to joist(toe-nailed) 5- 16d Per joist indemnify and hold design professional harmless from all liability, real or alleged, in Rim to joist to sill or top plate(toe-nailed) 3- 16d Per joist connection with the performance of work on this project, excepting liability arising from the sole negligence of the design professional. LEFT ELEVATION FRONT ELEVATION HIGH WIND REINFORCEMENT DESIGN ACCORDING TO 2025 NEW YORK STATE BUILDING CODE REQUIREMENTS: 5. Only working drawings stamped "Issued for 3 Construction" are permitted to be used for SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B construction of this project. All other drawings SEISMIC DESIGN CATEGORY: B are obsolete and are not permitted on the job SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT site. Contractors using incorrect drawings are MAXIMUM ROOF SPAN: 15'4" solely responsible for all work not performed in STUD/RAFTER SPACING: 16" O.C. accordance with the drawings issued for MAX UPLIFT AT RAFTER CONNECTION: 348 LBS PER RAFTER construction. ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER-TOP PLATE: 615 LBS 6. Manufacturers installation instructions for all ALLOWABLE UPLIFT PER SDWC15600 @ STUD-TOP PLATE: 590 LBS products shall be kept on site by the contractor ALLOWABLE UPLIFT PER SDWC15600 @ STUD-SOT PLATE: 450 LBS for use by the owner. ALLOWABLE UPLIFT PER LTS18 @ RAFTER- 16'HEADER: 720 LBS 7. Contractor shall provide all tools, materials, labor ALLOWABLE UPLIFT PER CS14 W/(26) 10d 3"nails @ STUD- 16'HEADER: 2,490 LBS REQ.2,088 and equipment necessary to provide a complete MQ^ , STANDARD REQUIREMENTS: installation of the work described in these 1. ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6"O.C. AT PANEL EDGES drawings. �\ AND 12" O.C. IN THE FIELD 8. Drawings are not to be scaled in the field. N 2. SEE NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS.(J� Written dimensions take priority. 9. General contractor and all sub-contractors shall be familiar lr Informationfor a g all trades appearssonf or project. sheets. �J 10.Sam Fitzgerald Architect, PC (SFAPC) shall retain all common law rights toghtt s with regard s, and all statutory plans New Detached Garage at and the building design depicted in therein. Any reproduction, change or assignment to a third rEXISTING party shall not occur without first obtaining the consent of SFAPC. IO �4 �' V0 DECK APC Fishers EXISTING 2-STORY �,� �`L�.tar� Sam Fitzgerald Architect, PC Islet [ ] _� FRAME RESIDENCE ' �� **NO WORK** - : €` tiZ s;� 15 E. Putnam Ave.,#234 .�c Greenwich, CT 06830 0 bo 02� ' �O" 860.287.3808 samWapc.net EXISTING PATIO SCTM# 1000 —_ 9 -- 5 —_ 2 DRAWING REVISIONS IN GGRq�� Ay SCOPE OF WORK PROJECT DIRECTORY / 1.Construct new two-story detached garage. OWNER. ARCHITECT. DRAWING ISSUE / Hall Bill & Josie Revoc Tst Samuel Fitzgerald 1 01/23/26 PERMIT 11819 Rue Saint Lazare Ct. Sam Fitzgerald Architect, PC �D Tomball, TX 77377-2611 15 E. Putnam Avenue qR Greenwich, CT 06830 / (860) 287-3808 ROPOSED NEW CONTRACTOR: ENGINEER: `_n I S ACCESSORY c/0 Owner Permit Drawings for a New Garage at the GARAGE SHEET INDEX HALL RESIDENCE A0.0 PROJECT INFO;GENERAL NOTES 265 CRESCENT AVE, FISHERS ISLAND, NY A1.0 FLOOR PLANS &ELEVATIONS S1.0 STRUCTURAL DRAWINGS Sheet Tale AREA OF PROPOSED NEW I hereby certify that these plans were prepared under my direction and to the bestF-1 SITE PLAN• PROJECT INFO ACCESSORY GARAGE of my knowledge and belief conform to the applicable Building Codes and Ordinances. , Date 01/23/26 Project A0.0 SITE PLAN 60-°°° 1 Scale SCALE: 1" = 20' Samuel W. Fitzgerald Date AS NOTED NY License#029399-1 LB lu B TB 6E C 000, EE o EEE alujilLul FEI o1=1 Lull o El 0� I LL= U1 EA [EA LL]d Id L3E3ME3r3L3E3r3 I I F EJE][3E1[3EJ[1 1 1 1 1 1 1 1 1 1 1 1 i I 1 -7--7- 1 1 1 1 1 1 REAR ELEVATION LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION 7 s L 1��VA SCALE: 1/4"=V-0" -0" -0' 5 4 CA E 14 SCALE: 1/4"=l' SC,ALE: 1/4"=V WINDOW AND EXTERIOR DOOR TYPES WINDOW AND DOOR SCHEDULE Manufacturer.Andersen Frames:Impact rated Material:Clad on exterior,clad on interior Jamb thickness:4-9/16".Apply extension jambs as needed. 7 Glazing:Insulated-impact rated 7' Screens and Hardware: Mark Type Rough Opening Unit Size Model O/S QTY. Notes Width Height Width Height A Double Hung 3-0 1/8" 4'-0 7/8' 2'-115/8' 4'-0 7/8' TW210310 Operating 4 400 Series,tibNash B Double Hung 2-2 1/8' 3-0 7/8' 2'-1 5/8' 3-0 7/8' TW2021 0 Operating 8 400 Series,tiftwash C Double Hung 3-2 1/8' 4'-8 7/8' 3A 5/8' 4'-8 7/8' TW3046 Operating 2 400 Series,tiftwash I__oo APr% TW210310 TW20210 TW3046* HP13068 SP1R1 AR HP15068 SP1R1 APLR 1 Inswing French Door 3'-l" 6-8 1/2' 3-0 1/2' 6'-8- HP13068 Operating I SP1R1 AR 2 1 nswing French Door 6-0 1/2' 6-8 1/2' 6-01 6'-8' HP15068 Operating 1 SPIR1 APLR 0 'A DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG INSWING DOOR INSWING DOOR R.O. 3'-0 1/8"'x 4'-0 7/6" R.O. 7-2 118"x 3'-0 7/8" R.O. 4'-8 7/8"x 3'-2 1/8" R.O. 3'-1 x 6'-8 1/2" R.O. 5'-0 1/2"x 6'-8 1/2" 042(30P!!h �o� ��. 2 2 2 S1.0 S1.0 321-011 31-911 121-311 121-311 31-911 6-6 61-01' 61-011 51-611 Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich, CT 06830 "IMPSON STHD10RJ SIMPSON STHD10R OB @) 860.287.3808 samCsfapc.net 20"WIDE x 8"THICK CONCRETE HAUNC C? DRAWING REVISIONS CV NOTE: P.T. BOTTOM PILATE TO BE ANCHORED WITH SIMPSON STRONG-TIE#THD5080OHMG 6'-9 1/4" 1/2"x 8"ANCHORS(OIL EQUIV.),ANCHORS 6'0.C.&NO MORE THAN VFROM(CORNERS/SPLICES/OPENINGS DN 7-1 (SITE CREW WILL ANCHOR AFTER WALLS ARE SET) ZD 24!'x 24"THICKENED C? (FOUNDATION INSTAULED BY CUSTOMER OR CONCRETE SLAB, CUSTOMER'S CONTRACTOR) 12"THICK MIN. DRAWING ISSUE (INSTALL PER LOCAL(CODES,USING DIMENSIONS L 1 01/23/26 PERMIT PROVIDED) CV 20"WIDE x 8"THICK CONCRETE HAUNC SIMPSON 5THD10R Permit Drawings for a New Garage at the UP IMPSON STHD10RJ HALL RESIDENCE 265 CRESCENT AVE, FISHERS ISLAND, NY Sheet Title 204" 10, 31-211 0 11-711 11 51-211 101-011 121-311 5'-113/4" 1 31-91/4" 01 51-611 61-011 6'-0" 6-16" PLANS & ELEVATIONS Date 01/23/26 FOUNDATION 11ONN FIRST FLOOR PLAN SECOND FLOOR PLAN Project 60-000 Al *0 UU =�O� 2 SCALE: 1/4"=V-0" SCALE: 114"=V-0" Scale SC-ALE 1 AS NOTED APPLICABLE CODE IS 2025 RESIDENTIAL BUILDING CODE REQUIREMENTS WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B MEAN ROOF HEIGHT: 14 FEET SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT i' r JOISTS REST ON 2x6 LEDGER Optimal 22Y° MAXIMUM ROOF SPAN: 35'-0" -- w NAILED TO WALL STUDS STUD/RAFTER SPACING: 16" O.C. C 10' o' 0 MAX UPLIFT AT RAFTER CONNECTION: 348 LBS PER RAFTER 0 g I, 0 JOISTS REST ON 2x6 LEDGER 30' cc Z a Z NAILED TO WALL STUD ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER- TOP PLATE: 615 LBS ~ ALLOWABLE UPLIFT PER SDWC15600 @ STUD- TOP PLATE: 590 LBS 2x6 CO R TIES 1 24" N THRO Hour CL ALLOWABLE UPLIFT PER SDWC15600 @ STUD - BOT PLATE: 450 LBS N 2x8's @ 16"o.c. 2x8's @ 16"o.c. EARING WALL ALLOWABLE UPLIFT PER LTS18 @ RAFTER- 16' HEADER: 720 LBS ALLOWABLE UPLIFT PER CS14 W/ 26 10d 3 nails @ STUD- 16 HEADER: 2,490 LBS REQ. 2,088 co CX0 Y"Max ALLOWABLE UPLIFT PER CS14 STRAP -OR- DTT2Z @ 16' DOOR STUD- STUD BELOW: 1,825 LBS REQ. 1,504 N OLUMN FROM ABOVE ALLOWABLE UPLIFT PER DTT2Z STUD BELOW 16' DOOR STUD TO FOUNDATION: 1 825 LBS REQ. 920 r @ , d SDWC15600 (2) 3/4"x 1 ' LVL RI GE X O L LL M STANDARD REQUIREMENTS: 0 1. ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C. AT PANEL EDGES Z Z x AND 12" O.C. IN THE FIELD W N RAFTER TO TOP PLATE CONNECTION 2. EXTERIOR PLYWOOD SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C.AT a o a JOISTS HANGERED ON BEAM 2x8's @ 16"O.C. ' „ c W/LUS28HANGERS TYP. ALL RAFTERS (not at new 16' header) PANEL EDES AND 12 O.C. IN THE FIELD o N o 3. STRAP RAFTERS WITH COLLAR TIES WITH (4) 10d COMMON NAILS PER RAFTER 4. SEE NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS, o Optimal 22Y° N •CF co 60 N 0 N V o 30, NIrv— V1�I 00000 0 0 0 0 NOTE: INCLUDE 2x4 PURLINS BETWEEN 3" 1/4" o ° RAFTERS @ 24"O.C.THROUGHOUT A\ I ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN SDWC15600 U4 SCALE: 1/4"=1'-0"' 3 -SCALE: 1/4"=1'-0" ° ° DOUBLE TOP PLATE TO STUD CONNECTION ° ° ° ° 0 Bottom plate ° ° • Subfloor a TYP.ROOF CONSTRUCTION DORMER ROOF CONSTRUCTION o -30 YEAR SHINGLES OVER TARPAPER -40 YEAR RIBBED METAL ROOFING MIN. R EBAR ° 30YEARSHI OSB SHINGLES OF OVER 7/16"OSB ROOF SHEATHING SDWC15600 at single LENGTH IS ICE&WATER SHIELD 36"UP FROM EAVE -ICE&WATER SHIELD 36"UP FROM EAVE g ° 30 LB.FELT 2)13/4"x 16"LVL RIDGE 30 LB.FELT bottom plate over 2XLc 2x8 RAFTERS @ 24"O.C. 2x8 RAFTERS @ 24"O.C. DOUBLE BUBBLE ISULATION DOUBLE BUBBLE ISULATION wood floor 2A PURLINS @ 24"O.C. 2x4 PURLI 2x6 RAFTER gS@24" 24"O.C. min" RIM joist / Blocking 1/2" MIN. END or240 2x6 RAFTER TIES @ 24"O.C. SIMPSON H2.5A @ EACH RAFTER(SHED DORMERS ONLY) DISTANCE 2 x e 12 2 STUD TO BOTTOM PLATE CONNECTION TYPICAL STHD CORNER INSTALLATION T/TOP PLATE 2 1 A POST TO RIDGE 12 7 12"OVERHANGS W/ _ ALUMINUM FASCIA OVER 2x6 SUBFASCIA.VINYL + Sam Fitzgerald Architect, PC SOFFIT.— a , A AQCN�1 C� tt't �- vo 15 E. Putnam Ave.,4234 Greenwich, CT 06830 860.287.3808 samOsfapc.net 6b per R3a� T/TOP PLATE OF-Nt'll, C M ti I �0 DRAWING REVISIONS 1/2"DIA.STEEL ANCHOR BOLTS 1 @ 6'-0"O.C.,AND 12"MAX FROM EACH CORNER AND END OF EACH 6" 4"CONC.SLAB W l6 x 610 GA.WWF PIECE OF MUD SILL.7"MIN.DEPTH OVER 6 MIL VAPOR BARRIER L-14)1 3/4"x 16"LVL BEAM. OF ANCHOR BOLTS INTO CONCRETE. TYP.WALL CONSTRUCTION JOISTS HANGERED ON-VINYL SIDING PER CUSTOMER BEAM W/LUS28 HANGERS SIMPSON STHD10R BARS CONT. 7/16"OSB WALL SHEATHING FINISHED GRADE VARIES 2"XPS RIGID INSULATION 2x4 STUDS @ 16"O.C. SECOND FLOOR CONSTRUCTION 1/2"GYPSUM FINISH FOR PAINT o — I—I I—I I—I I—I I—III—I 5/8"L.P.SMARTFLOOR SHEET DRAIN OVER =III—III—III=III=III—III=III—III — DRAWING ISSUE 2x8 FLOOR JOISTS @ 16"O.C. DAMP PROOFING _ _ _ _ _ _ _ �_—III—T=�_I 1 01/23/26 PERMIT 0 2x6 LEDGER UNDER JOISTS NAILED TO WALL STUDS60 -III—III—III—III—III—I I(—III—III III—III—III—I I I— 4"PERFORATED DRAINPIPE �I I II 111 I II 11 I II I II II I II 11I II I II II I III 111 I I I ICI II III 11 I II In WITH HOLES ORIENTED UP. SLOPE TO STORM PIPE. GARAGE FLOOR CONSTRUCTION - SLOPE TOP OF FOOTING BARS VERT.@ 48" 4"CONC.SLAB _ WITH MORTAR. - — —_ III=L=ll I I= 6 MIL VAPOR BARRIER —I I—III _ 10"CONCRETE BLOCK.ALL CELLS SILL ASSEMBLY: 2"XPS RIGID INSULATION 3/4"MIN.DIA.RIVER ROCK -III—III VIII—III—III—III— GROUTED SOLID.#f5 BARS TOP& 1/2"x 8"ANCHOR BOLT @ 72"O.C. 5"GRAVEL BED AROUND DRAIN PIPE WITH I—III—I I I I—I 1=) I—I I BOTTOM. 2x4 P.T.SILL PLATE 18"MIN.COVER(EACH SIDE). ITI I ITI 5"T i 10" 5" I=III=1 I I Permit Drawings for a New Garage at the 1/2"SILL.GASKET INSTALL FILTER FABRIC BEFORE BACKFILL. 'T/FOUNDATION -I I I—I I I I 11= 20"x 10"CONTINUOUS CONCRETE %IiI=II _ HALL RESIDENCE • . e e . o . ,d a o b e e e . e d o 'I a a . o . a 'd ►� e = B/FOOTING _ — = FOOTING.PROVIDE(2)#4BARS, d � D ao — — — — _ —_—_ D h A ro x• Fin, r MIN..42"ABEILOW GRADE II II I I =I — I I I I I=III I�II II I ONE ON EACH SIDE OF FOOTING. 265 CRESCENT AVE, FISHERS ISLAND,NY d e .I I I11 I II I II I II I Ill I=III-1 i I-III-III=III=I 1=1 I I=III I I� UNDISTURBED VIRGIN SOIL Sheet Title =I i=I i I=III=III=I =III=I 11=III=III=III=1►�I =_- 24"x24"THICKENEDCONCRETE Z il�I�ill�Ilill�liiil�liiill Iiil fill III I IIiI—if I�III �TI�Iiiil�Iii� III SLAB(12"THICK MIN. STRUCTURAL DRAWINGS co co Date 01/23/26 r BUILDING SECTION FOUNDATION DETAIL Project 1 •® 60-000 2 SCALE: 1/2"=1'-0"' SCALE: 1"=1'4' Scale AS NOTED