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HomeMy WebLinkAbout49674-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 #: 49674 Date: 9/12/2023 Permission is hereby granted to: DelVa lio Cesare PO BOX 369 Peconic, NY 11958 To: construct accessory pergola as applied for. At premises located at: 4045 Bridge Ln, Cutcho ue SCTM # 473889 Sec/Block/Lot# 84.4-11.2 Pursuant to application dated 6/7/2023 and approved by the Building Inspector. To expire on 3/13/2025. Fees: ACCESSORY $253.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $303.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Id Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765=1802 Fax(631) 765-9502 httDS.//WWw-Southoldtownny. ov b' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. BuildingInspector: 'JUN I'W 3 P Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an I F Owner's Authorization form(Page 2)shall be completed. Date; OWNER(S)Of PROPERTY. Name: tV w SCTM#1000- Project Address: 401—\S Phone#: l .�� � •--1 Email: Mailing Address: CONTACT PERSON: Name: Jennifer Del Vaglio Mailing Address: PO Box 369 PeconiC, NY 11958 Phone#:631-734-7600 Email:cj@eastendpoolking.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Eastern End Pools, DBA East End Pool King Mailing Address: PO Box 369 Peconic, NY 11958 Phone#: 631-734-7600 Email:cj@eastendpoolking.com ct@eastendpoolking.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑Re le I pair ❑Demolition Estimated Cost of Project: 2ONiehweStructure ❑Addition ❑ ration " 11111 1 Will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? RYes ONO 1 PROPERTY INFORMATION. FaExistin use ofproperty: Singlemily Dwelling Intended use of property: Single Family Dwelling Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to Residential this property? ❑Yes o IF YES, PROVIDE A COPY. @ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Buliding 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 anddn building(s)for necessary Inspections,False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Jennifer Del Va lio Authorized Agent wner Signature of Appllcan A��__ Date: STATE OF NEW YORK) SS: COUNTY OF ), being duly sworn,deposes and s says that he is th Y ( ) a applicant (Name of indlvi gal signing contract)' ovenamed, (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 day of 20 Notary Public (Where the appllcant is riot the owner) a residing at 1 �,Y c" . It 9L re �' 1 do hereby authorize _to apply on my behalf to the Town of Southold Building Department for approval as described herein. 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CONCRETE PIER MIN. 3G°BELOW GRADE Ib'xlb'POURED T.O.PAST 0 0 %CRETE PIER MI 8` 18'-B° 8° "— O(J •BELOW GRADE B' PAIRED V (4)a5 VERTICAL CONCR—ETE DECORATNE FTPON BARS EMBEDDED TRENCH FOOTING p Nro FGDTMG PLAN VIEWEb•BELOW GRADE - ° o UNIXCAVATED �—Al)T ALL CORNERS 6°x 6°ACO P09T5 �f 6'REINFORCED CONCRETE UILT OUT TO SLAB W/WIRE MESH ON O d4•x8'�•b WRA�ED VAPOR BARRIER OVER - N I.x AZEK TRIM COMPACTED GRAVEL FILL (FINISHED 10•x10') 24°HIGH x 12' FOUNDATION PLAN ARE HraNE BASES NOT TO SCALE FIN.PATIO IF112PATO CONCRETE PIER/FOOTINGDETAIL C CORNERS ® m . SCALE: IIS=I I_On FRONT/REAR ELEVATION SCALE: INSTALL IY.`W 20 WUGE G4LVINILED 9TRAPPIN6 B 16'O.C.W/2-Bd NAILS D EA.END 12 SI °(ra) V MIN.12°HEARING QJ RAFTER SURFACE Br �6 1� RIDGE INSTALL lt.W 20 GAUGE GALVINIZED STRAPPING®16° W/S-0d NAILS®D END MIN.12'12' HEARING QJ STU SURFACE A 24'-0' Z _ L HEADER _________________ ___________�• W OJ _ Z O (2)-1°b'x 14°LVL HEADER --- I Z 0 2 W D N b°x 6°ACO POSTS z U) BUILT CUT TO __________________J _ TYPICAL WIND UPLIFT Iw g' / I I IyySBs a wRAPIN IM L------ ( I D Y H �Q i 0 I (FlNISHED 10'x10') ~ LATERAL $ SITEAR CONNECTIONS \t<l �, PDSTHANCHOREv SIDE ELEVATIONS i5 n SCALE. ry•�I�_pe i I' \ - GAZEBO ti S TO 16°m FOOTINGS (A 1D >»>J .0 6 j I I (SEE DETAIL) W X p BLUESTONE J I SCALES I/4°ml'-O° W O 9.. N PAVERS Q In T 11' 2'x B°R.R. PQ 14fx°IYi•LVL xl W IL d I� 0 I RIDGE O 16°O.C. 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