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Home My WebLink About51231-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#: 51231 Date: 10/01/2024 Permission is hereby granted to: Paddock on FI LLC c/o J Christopher Wilmerding Wyndmoor, PA 19038 To: Construct doorand beam replacementsto an existing single-family dwelling as applied for. Premises Located at: 5393 Equestrian Ave, Fishers Island, NY 06390 SCTM#9.-9-3.2 Pursuant to application dated 08/12/2024 and approved by the Building Inspector. To expire on 04/02/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $250.00 CO-RESIDENTIAL $100.00 Total S350.00 Building Inspector wy�nt r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://Nvww.southoldtowliny.gov 1W „.,rrc nor" Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. S � � 22 1 Building inspector. nt Applications and forms must be filled out in their entirety. Incomplete Building soot cold applications will not be accepted. Where the Applicant is not the owner,an Town ref�oaat4�old Owner's Authorization form(Page 2)shall be completed. Date: 4.02.24 OWNER(S)OF PROPERTY: Name:CHRIS WILMERDING SCTM#1000-9.-9-3.2 Project Address:5318 EQUESTRIAN AVE FISHERS ISLAND NY Phone#:617-312-8025 Email:chriswilmerding@gmail.com Mailing Address: CONTACT PERSON: Name: DAVID NOE Mailing Address: 4 STONEWOOD DR. OLD LYME CT 06371 Phone#: 617-549-5456 Email: dnoe@360designplus.com DESIGN PROFESSIONA L INFORMATION: Name: DAVID NOE Mailing Address: 4 STONEWOOD DR. OLD LYME CT 06371 Phone#: 617-549-5456 Email:dnoe@360designplus.com CONTRACTOR INFORMATION: Name: DIRK HARRIS Mailing Address: 439 MONTAUK AVE PO BOX #356 FISHERS ISLAND NY 06390 Phone#: 812-483-6732 Email: djhcustomcarpentry@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other see drawings REPLACEMENT OF EXISTING STRUCTURAL BEAM AND DOORS INTERIOR ONLY $25.000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION Existing use of property:RESIDENTIAL Intended use of property: Remain the same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes QNo IF YES,PROVIDE A COPY. lM 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. 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 bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursua t to Section 210.45 of the New York State Penal Law. i Application Submitted By(pr1n a David Noe @'Autfaori2 ent []OwnerOwner Signature of Applicant: Date: d � �41 STATE OF NSS)' O` A COUNTY OF ,, tK ') David Noe being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 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 Pr � ll , day of Py ST 2001� - \j otary Public IRENE E WHEATON ` ' Notary Public,State of Connecticut My Commission Expires Feb.28,2025 ROPE EIS AUTHORIZATION _......--- (Where the applicant is not the owner) 11 CHRIS WILMERDING residing at 5318 EQUESTRIAN AVE do hereby authorize David Noe to apply on my behalf to the Town of Southold Building Department for approval as described herein. J. Christopher Digitally signed byJ.Christopher 04/02/2024 Wilmerding Wilmerding Date:2024.04.02 13:04:48-04'00' Owner's Signature Date J Christopher Wilmerding Print Owner's Name 2 Y y a e Licensin &Suffolk County Department o f Labor, g � Consumer Affairs a VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 11/3/2016 No. 57689-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that DIRK J HARRIS � ` doing g business as DJH CUSTOM CARPENTRY { having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules , and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME I IMPROVEMENT CONTRACTOR,in the County of Suffolk. License Category ` NOT VALID WITHOUT Additional Businesses GC _- DEPARTMENTAL SEAL l= AND A CURRENT CONSUMER AFFAIRS i ID CARD Commissioner Ut � i S 12-3 G 0 D 5 1 G N F U 5 LLC architectural 5erV1Ce, 5 dC51 jn 9 4 5tonewood Drive , Old Lyme , CT OG37 I www . 3 60de5i n I U5 . Com dnoe@3GOde,5i6jnpIU5 . COM t 6 1 7 549 - 5457 it PROP05ED E3EAM AND. DOOR REPLACEMENT ,. WILMERDING RE51DENCE AUGUST 18 , 2023 FOR PER- -M-IT .5 -'60'. 18 EQUESTRIAN AVE FISHERS ISLAND , NEW Y01vf1�,.-. CHRIS WILMERDING LOCATION MAP 5318 E UESTRIAN AVE FISHERS ISLAND, NY 06390 DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER P` z� SNOW SPEED TOPOGRAPHIC WIND EXPOSURE DESIGN weathering Frost line Termite DESIGN r' LOAD (ULT) effects CATEGORY CATEGORY depth TEMP 30 psf 130 ESCARPMENT D B SEVERE 42" MODE[ HERATE/ 7° F f ICE BARRIER FLOOD AIR MEAN CLIMATE WIND BORNE PROJECT LOCATION UNDERLAYMENT HAZARD FREEZING ANNUAL ZONE DEBRIS ZONE REQUIRED INDEX TEMP YES N/A 1,500 OR LESS 500 F 5A YES E4uo+r„a,��`h CODES THIS PROJECT WAS DESIGNED TO: s, � E A&C "'n v p 2018 INTERNATIONAL RESIDENTIAL CODE W/ 2020 NEW YORK STATE AMENDMENT a n' g4Psrrtan �o , r�o ,` ✓ JS U:IAS1 Gdard �F �. V`I !�� a Go gle Ern,-:fie r_v n!•a�a.,�n<-.� Y• BEAR NEW BEAM ON EXISTING NNE �,�MNG 360 DESIGN PLUS LLC WALL,MIN V-6" W/SST CCOM CAP FWGD1 10611-4 M CAP David A. Noe, AIA 4 Stonewood Dr. Old Lyme, CT. (3)1 a"x 11 1/4"LVLs LUSH W/(2) 360DESIGNPLUS.COM \ 1/2"STL PLATES,FLU H BOLTED W/ \ ;"A325 CARRIAGE B LTS 16"O.C. TEL. 617.549.5457 \ STAGGERED- -- - - --- - -- - -I- - - - - - - -- - i Y Y 28'-7 1 T FAMILY ROOM LO CLG 12-6" -- - - -- - ,-- - - - - - -I- - - - - - - - - - - \ I —0 5 A"x 5 4"PSL SST ABU BASE AND T PCZ CAP I (3)1 J"x 11 1/ "LVLS,CONT. Lj NEW BEAM TO SIT ON TOP — —— NEW BEAM TO SIT ON TOP I OF EXISTING CMU WALL. OF EXISTING CMU WALL. I VERIFY ALL CORES BELOW VERIFY ALL CORES BELOW ARE FILLED,W/SST ABU t9'-10 /_ ARE FILLED,W/SST ABU I PROPOSED FLOOR PLAN BUILDING SECTION C� (D W w Scale 4" = 1'-o" 2 Scale 4' = 1'-0" Q >-- _ � z zo U) W a � C/) 0 fr � WW C� 00 C_/� (y H J LO 7KJP6POST ROOF 5.5 KIPC PO5T V-6° NEW BEAM(3) 1 a"x I 4"LVLS W/(2) "x 1 1"STEEL PLATES V-6" mo BEARING BEARING 00 ISSUED FOR: 4- ♦ o FOR PERMIT FWGD1510611-4 * REVISION DATE: ALTERATIONS TO DRAWING: 8/18/23 FOR PERMIT 3 PROPOSED ELEVATION ' Scale 4 III — it-oil PHASE: CONSTRUCTION GENERAL PLAN NOTES: DRAWINGS 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL 11. ALL METAL FRAMING CONNECTIONS SHALL BE 7. ALL FRAMING LUMBER SHALL BE DRY (19% FULLY NAILED AS PER MANUFACTURER'S LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. MAXIMUM MOISTURE CONTENT) DOUGLAS FIR RECOMMENDATIONS. DRAWING NAME: DO NOT SCALE DRAWINGS. No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. 2. MINIMUM 3 -6 FROST DEPTH TO BE MAINTAINED 12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT PLANS AND FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL 8. A.P.A. RATED SHEATHING SYSTEM COVNECTION MANUFACTURER'S DATA SHEETS NON—DISTURBED, COMPACT NON—ORGANIC SOILS. 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 FOR EACH TYPE OF CONNECTION SPECIFIED. SECTIONS 3. CONTRACTOR TO COORDINATE EMBEDMENT ADHESIVE AND SCREWED AT 12"o.c. INTERMEDIATE OF ANCHOR BOLTS, ETC. INTO CONCRETE. SUPPORTS 6"OC ABOUT PERIMETER. 13. AL_ NAILED CONNECTIONS SHALL BE SECURED 4. 4" CONCRETE SLAB ON GRADE (WHERE APPLICABLE) 9. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE IN ACCORDANCE WITH THE STATE OF NEW YORK JOB#: WILMERDING RESIDENCE REINF SLAB W/6x6—W2.0x2.0 WWF. PLACE MEMBERS UNLESS SHOWN OTHERWISE. BASIC BUILDING CODE NAILING SCHEDULE. FILE NAME: SLAB ON 6MIL VAPOR BARRIER & 6" MIN COMPACTED COARSE GRANULAR FILL. 10. ALL LAMINATED VENEER LUMBER AND COMPOSITE 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION DRAWN : D.A.N. DATE: 8/18/23 LUMBER SHALL BE MICROLAMS, OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, (�KE Y: D.A.N. SCALE: AS-NOTED DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL PARALLAMS, OR TRUSS JOIST BR,NCING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION BEAMS SPANNING 6 —0 AND GREATER AND UNDER ALL LVL AS PRODUCED BY TRUSS JOIST MEANS AND METHODS. SFI FZ 0 ARCy/ SHEET: BEAMS UNLESS NOTED OTHERWISE. MACMILLAN, OR AN APPROVED EQUIVALENT. THIS DOCUMENT,INCLUSIVE OF THE IDEAS �5 mot\ A ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. 15. PROVIDE DOUBLE JOISTS UNDER ALL NON—BEARING PARTITIONS AND DESIGNS INCORPORATED HEREIN,IS P O� 6. PROVIDE 2X4 BLOCKING UNDER ALL POSTS BOLT PER MANUFACTURER'S SPECIFICATIONS. PARALLEL WITH JOISTS BELOW. FURNISHED AS AN INSTRUMENT OF [t; ta AND JAMBS OF WINDOW AND DOOR OPENINGS CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE OPENINGS EXCEEDING 6'-0" IN WIDTH DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLCM _ A1 . 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS N� 04 0 3qg O� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT