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Home My WebLink About52235-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE URI 40 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#: 52235 Date: 09/05/2025 Permission is hereby granted to: Marco Prono 419 E 57th St Apt 13F New York, NY 10022 To: Construct alterations to an existing single-family dwelling for a partial finished basement as applied for. Premises Located at: 1585 Wood Way, Cutchogue, NY 11935 SCTM# 109.-5-14.27 Pursuant to application dated 06/26/2025 and approved by the Building Inspector. To expire on 09/05/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $666.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S766.00 Building Inspector 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 ht1ps:/1vvW V. OUtl101dt.ownr orr Date Received APPLICA-rm FOR BUILDING F)ERIVIrr For Office Use Only PERMIT NO. 5 o�`J 5 Building linspectar. JUN 2 6 2025 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:06.17.25 OWNER(S)OF PROPERTY: Name:Marco Prono and Danielle Powers SCTM#1000-109-05-14.27 Project Address: 1585 Woods Way Cutchogue, NY 11935 Phone#:212 542 0473 Email:danielleandmarcoprono@gmail.com Mailing Address:419 East 57th St, Apt 13F New York, NY 10022 CONTACT PERSON: Name:Mark Schwartz Mailing Address:PO Box 933 Cutchogue NY 11935 Phone#:631 734 4185 Email:mksarchitect@optonline.net DESIGN PROFESSIONAL INFORMATION: Name:same as above Mailing Address:. Phone#: Email: CONTRACTOR INFORMATION: Name:Chris Leaden Mailing Address:935 Fairway Drive Cutchoue, NY 11935 Phone M 631 8312526 Email:cleaden@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other �ssoo Will the lot be re-graded? Dyes 19No Will excess fill be removed from premises? MYes ❑No 1 PROPERTY INFORMATION Existing use of property: Wl Intended use of property: ) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 40 this property? ❑Yes XNo IF YES, PROVIDE A COPY. AO'heck Box After) ::ailing: 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 210AS of the New York State Penal Law. Application Submitted By(print name):Mark Schwartz SAuthorized Agent ®Owner Signature of Applicant: . pat n6 17.25 CONNIE D.'S[JI�GTh" Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County Commission Expires April 14, 2!� COUNTY OF Suffolk Mark Schwartz L a �-e� �`��` �" � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he 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 �w� as , day f 20 Notary Public ' iT11 N OWNER t'i l i An()N (Where the applicant is not the owner) I RIMM residing at 41� t�hthtAt11F do hereby authorize, to apply on my beh If to the Town of Southold Building Department for approval as described herein. Owner" Signature Date f�C4?'ftlD Print Owner's Name 2 i Asscssoqs REVISIONS: EXISTING BASEMENT WINDOW TO BE REMOVED ENLARGE OPENING FOR NEW EGRESS OPENING. FRAME 2X8 ACQ ON INSIDE,SEAL OFF AS REQUIRED. INSTALL NEW EGRESS WELL WITH COVER TO CODE /C4 R.S 25'-9" ELECTRIC W D N z M o j HORIZONTAL PROlEC710N Pe DECK) UNFINISHED STORAGE o -- -- -- INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK O ON WALLS AND CEILLING AT FURNACE AREA Li E S T� _______ _ s V1 Id Cn O CL rN Z Q EGRESS WINDOW IrIl CN p (PER CODE) Y`•/��, 12'_Otl -------- 0 ______ WINDOIW SPZEE VIFjR O INSTALL SOLID-CORE DOOR _ RECREATION ROOM WITH WEATHERSTRIPPING 7-10 CEILING AND DOOR SWEEP --'-- SMOKE AND CO DETECTOR WELLCRAFT EGRESS DETAIL ________ TO BE INSTALLED TO CODE NTS '• • _______ 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH .' �'� Q MANUFACTURER SPECIFICATIONS. °. 2.WELL SIZE TO BE MINIMUM 3'X3'CLEARANCE.VERIFY AND /1 ADJUST PER WINDOW SIZE USED. • • • r'` N INSTALL NEW STAIR WITH 3.ESCAPE WELL TO HAVE COVER AS REQUIRED BY CODE I. •. A 1 i NECESSAY RAILING(TYP) 1 . 0 Q 0 0 1 O 37-9" a v E_ w1 PROPOSED BASEMENT PLAN SCALE: 1/4" = V-0" Generated by REScheck-Web Software 01�rl Compliance Certificate w o Q � Project POWERS x A z o Energy Code: 2018 IECC o Location: Southold, New York w Construction Type: Single-family y Project Type: Alteration ^' O Project SubType: None U Climate Zone: 4 (5572 HDD) a Permit Date: Permit Number: All Electric false z 2" z• Is Renewable false Has Charger false Has Battery: false O O O O 2" O O O O 2" ® ® ® ® ® Has Heat Pump: false CD -- cn N C O O O ° ® °° ° ® Construction Site: Owner/Agent: Designer/Contractor: � 0° O° 1585 WOODWAY o Ln FASTENER TYPE: SPACING: CUTCHOGUE, NY as ON v o No.8 WOOD-SCREW O X O s~Z BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH ® 0° ° ® °® 20 ® � . ... ...• `_ _.. ._.. . _•_ ...._......_...__.....__._ u, avJ No.10 WOOD-SCREWS ) � J 1.A /- ,t ►J.+� 1a L I,Y f �.. O a0 \ BASED ANCHOR WITH 16"OC ___._.. _..,._._ ..- 53 r-I 2in.EMBEDMENT LENGTH O21. 1/4in.dia.LAGSCREW +v, h rn .> BASED ANCHOR WITH 16'OC Ln U c rf'i' Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade allal, M'� n.EMBEDMENT LENGTH ° ° °° ° ° 9 9 p p' p CZ O° assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 00 v v ® ° 3/4'APA PLYWOOD IS1:4 GRADE PLYWOOD SHEATHING ' 1/2"APA RATED SHEATHING x'tv Envelope Assemblies (ALTERNATMVE:7/16.0.5.6.) 99 A . . 1/2"APA RATED SHEATHING O �'�'' ' �=e � �, ' GRADE PLYWOOD 1 O (ALTERNATIVIVE:7/16"O.j12"OC yam/ 1 11 � f 1 _ bo Wall:Wood Frame, 16 D.C. 1,003 20.0 0.0 0.059 0.060 58 59 po p° HOPPERS:Wood Frame 7 0.240 0.320 2 2 FASTENER TYPE: SPACING: 2X4DF#2 SHGC: 0.18 (� No.B WOOD-SCREW STUDS EGRESS WINDOW:Wood Frame 0 BASED ANCHOR WIT O SHGC: 0.32 12 0.290 0.320 3 4 WINDOW SILL 2In.EMBEDMENT LE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other TYPICAL WINDOW OPENING No.10 WOOD-SCRE °° ° BASED ANCHOR WIT calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements inPANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LE REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. N THAN 4 FEET E'+1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 0 0 tin.EMBEDMENT LENGTH ® ® ® ® ® Name-Title Signature Date TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED V AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW BASED ANCHOR WITH 8.OC THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0'O.C. 2in.EMBEDMENT LENGTH W No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91OC 2in.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in,dia.LAGSCREW Project Title: POWERS AND EQUAL OR SMALLER BASED ANCHOR WITH 16"oc Data filename: Report date: 06/17/25 - a THAN 8 FEET 2in.EMBEDMENT LENGTH Page 1 of 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �'+ �, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO `R� 1� DRAWN: MH/MS COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL I .>, �►' 'R SCALE: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 'r '�, b JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 6/18/2025 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NUMBER: OF'N A .. 1/2" GYPSUM TO BE INSTALLED AT CEILING OF BASEMENT. TAPE AND SPACKLE, 3 COATS, SAND, PRIME AND PAINT, 1/2" GYPSUM TO BE INSTALLED INTERIOR FINISHED TRIM OVER 2X4 STUD WALL, AT 16"OC AS SELECTED BY OWNER R20 INSULATION AS PER RES-CHECK TAPE AND SPACKLE, 3 COATS, SAND, PRIME AND PAINT, LAMINATE FLOORING TO BE INSTALLED OR AS SELECTED BY OWNER. INSTALL -� PER WRITTEN INSTRUCTIONS (TYP) 4*5 INTERIOR DETAIL SCALE: 1/2" = V-0" o `