Loading...
HomeMy WebLinkAbout50081-Z aft TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Y 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#: 50081 Date: 12/4/2023 Permission is hereby granted to: Litner Alan 2945 3rd St Boulder CO 80304 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees, DEC and Town Board approval with flood permit. At premises located at: 1025 N Sea Dr., Southold SCTM # 473889 Sec/Block/Lot# 54.4-12 Pursuant to application dated 9/26/2023 and approved by the Building Inspector. To expire on 6/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $533.00 CO -ADDITION TO DWELLING $100.00 Flood Permit $100.00 Total: $733.00 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 l:l -� "�, �x, Date Received For Office Use Only PERMIT NO. Building lnspector. HP 2 6 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,anp Owner's Authorization form(Page 2)shall be completed. Date:September 19, 2023 OWNER(S)OF PROPERTY: Name:Alan and Lorin Litner SC-rM#1000-54-04-12 Project Address:1025 North Sea Drive Southold Phone#:1-917-208-3847 Email:ablitner@gmail.com Mailing Address:PO Box 1304 Southold NY 11971 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambersl O@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name:Lou Schwartz Mailing Address:7 Ridgewood St, Bay Shore, NY 11706 Phone#: (631 ) 410-6838 Email:tiderunnereng@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 51 No Will excess fill be removed from premises? ❑Yes RNo 1 } PROPERTY INFORMATION Intended use of propertY:$al'11e Existing use of property:Slnle family I restrictions with respect to Are there any covenants and Zone or use district in which premises is situated: this property? ❑Yes WNo F YES,PROVIDE A COPY. R-40 The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by lim ance of a Building Permit pursuant Chapter 236 of the Town Code. APPLICATION 1'S HEREBY MADE to the other Building ablartment for the e Laws, rdinances or Regulations,for the construction to the of buildings, ordinance Zone Chap Ordinance of the Town of Southold,Suffolk,County,New York and other pp remises and in building(s)for necessary inspections.False statements made herein are 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 p punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Joan Chambers @Authorized Agent ❑Owner Date: Signature of Applicant: CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County Commission Expires April 14,2 � COUNTY OF Joan Chambers being duly sworn, deposes and says that(s)he is the applicant (Name of individua11 l signing contract) above named, (5)he is the Agent nd to make and (Contractor,Agent, Corporate Officer, etc.) this or owners,and is duly authorized to perform or have performed the hisdher work knowledge and bell file of said owner application;that all statements contained in this application are true to the best of / application file therewith. that the work will be performed in the manner set forth in the app Sworn before me this /f_ ay of 2C Notary Public (Where the applicant is not the owner) Alan Litner residing at 1025 North Sea Drive do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. Date Owner's Signature I. Print Owner's Name 2 Generated by REScheck-Web Software n Compliance Certificate e 17 Project Litner 3 0 Energy Code: 2o15 IECC Location: Southold, New York Construction Type: Single-farnilY �, i1}° 7� Project Type! Addition Climate Zone, 4 (5572 HDD) Permit Date: Permit Number: owner/Agent: Designer/Contractor: Construction Site: 1025 North Sea Drive Southold.NY 11971 A Your UA, 99 MOX�Muj-n SHGC-. oAO yotir SHGC: 0,29 iiioe"er Than Catte Maximo tib: 103 Compliance: 3.9% pliance the house is based on code vade4lrole. �a n Cade I nd ex ref lects how Close "Ahhnurn-code home" 'rhe%Better or Worse 7t, ate of enerqV USL'or c'st relative to 0 11ancepath in REScheck�Each slab-on-grade tt DOES T40T provide an e5tt- in tile UA or perforniance,comPI vatue and depth irequirements. Slabon-grade tradeoffs are no longer considered assembly in the sper-ifiedclirnate zone must meet the minimurn energy code insulation R Enve As ? 426 26.0 1.5 0.037 0.026 16 11 Ceiling: Flat Ceiling or Scissor Truss 568 15.0 1.0 0.070 0.060 29 25 Wall:Wood Frame,16"o.c. 17 0.300 0.320 5 5 Door: Glass Door(over 50%glazing) 0.300 0.320 13 13 SHGC: 0.24 er 50%glazing) 42 New Sliding Door: Glass Door(ov 0.280 0.320 4 5 SHGC: 0.26 15 Bedroom Window 1:wood Frame 0.280 0.320 4 5 SHGC-- 0.32 15 Bedroom Window 2:wood Frame (),280 0.320 4 5 SHGC: 0.32 15 Bedroom Window 3:wood Frame 0.280 0.320 2 2 SHGC: 0.32 6 Bathroom Window 1:Wood Frame 10 SHGC-- 0.32 30 0.300 o.320 9 Bathroom Window 2:Wood Frame 0.280 0,320 2 2 SHGC: 0.29 6 Bathroom Window 1:Wood Frame 1.5 o.025 0.047 11 20 SHGC: 0.32 426 38.0 Floor:All-wood joistrrruss Report date'. 11/28/23 Pagel of 2 Project Title: Uitner Data filename: tion,The proposed building has been designed to meet teck Inspection ireChecklist.ents in carr��xFr"ar�ce taterrrerrot TFre p*oposed taulldicnag design descrwbed here is consistent�witt+the builed+Rng dans,specifications,and of ee calculations subrnned with the perrnit app vuith the mandatory re wire is listed in th 1 1 /30/23 REscheck"version :REScheck-deb and to comply LOUIS Schwartz Date Signature Name-Title ,OF NEW J, CH A r "r77006 Report date: 11!28/23 Project Title: Litner Page 2 of 2 Data filename: n � r W BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' PERMIT NO. 10440 DATE: ;AUGUST 16„2023 1 r ISSUED TO: ALAN & LORIS' "LITNER PROPERTY ADDRESS: 1025 NORM SEA DRIVE SOUTi1OLI3 �p SCTM#11.000-54-4-12 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 9 u accordance with the Resolution of the Board of Trustees adopted at the meeting held on tst 16.201 , and in consideration of application fee in the sura of 5251101 paid by Alan &Lorin Litner_and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 426sq.ft.one-story addition onto the existing 921sq,ftW V/ story ' dwelling; the proposed one-story addition will replace a portion of existing permitted deck;, µ' construct an additional 60sq.ft.of deck to entry,existing 35.8sq.ft.utility shed to remain; existing permitted deck with steps to ground and ramp to beach(1,503sq.R.)will be reduced in size for new total of 1,137sq.ft.of decking around dwelling with steps to ground and.ramp to beach,with the condition to establish and perpetually maintain the area seaward of the house w as a non-disturbance area; and the,area landward of the huse.and areas adjacent to the house a ; as non-turf buffers; and as depicted on the revised site:plan prepared by Joan Chambers,last t ' dated August 25,2023 and stamped approved on August 31,2023. a IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day,and year first above written. . a � w e r d . W OR » s jar. w J ... �.._..w...,......_. _.........�...m. ,.- ..,... ..�. ��. c� Glenn Goldsmith,President �*+ � Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ¢ P.O.Box 1179 Eric Sepenoski L Southold,New York ]1971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 31, 2023 Joan Chambers P.O. Box 49 Southold, NY 11971 RE: ALAN & LORIN LITNER 1025 NORTH SEA DRIVE, SOUTHOLD SCTM# 1000-54-4-12 Dear Ms. Chambers: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, August 16, 2023 regarding the above matter: WHEREAS, Joan Chambers on behalf of ALAN & LORIN LITNER applied to the Southold Town Trustees for a permit under the provisions of-Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 28, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 4 & 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice,requirements: denial of CEHA permit and issuing a Wetland permit for the existing structures; and WHEREAS, a Public Hearing was held by.the Town Trustees with respect to said application on August 16, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, z WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS,,the Board has-determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of ALAN & LORIN LITNER to construct a 426sq.ft. one-story addition onto the existing 921sq.ft. 1-1 story dwelling; the proposed one-story addition will replace a portion of existing permitted deck; construct an additional 60sq.ft. of deck to entry; existing 35.8sq.ft. utility-shed to remain; existing permitted deck with steps to ground and ramp to beach (1,503sq.ft.) will be reduced in size for new total of 1,137sq.ft. of decking around dwelling with steps to ground and ramp to beach; with the condition to establish and perpetually maintain the area seaward of the house as a non-disturbance area; and the area landward of the house and areas adjacent to the house as non-tun` buffers; and as depicted on the revised site plan prepared by Joan Chambers, last dated August 25, 2023 and stamped approved on August 31, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Xhnds President,-Board of Trustees a GG/dd SITE PLAN 1025 NORTH SEA DRIVE N SOUTHOLD NY 20.0- AUGUST 1, 2023 .. .^ .-- ' REVR-25-23 ^unco . EXISTING LOT COVERAGE TOTAL LOT AREA 38,892 SQ.FT, EXISTING RESIDENCE 921 2 EXISTING UTILITY SHED 358 Al EXISTING DECK & RAMP 1503.0 BOARD OF1RUSTEES TOTAL EXIST. LOT COVERAGE 2460.0 SQ.FT_ I TOTAL LOT COVERAGE 06 % TOWN OF SOUTHOLD I PROPOSED LOT COVERAGE SO DATE *msT TOTAL LOT AREA 38,892 SQ.FT, EXISTING RESIDENCE 921.2 EXISTING UTILITY SHED 35,8 PROPOSED ADDITION 426.0 PROPOSED NEW DECK 60.0 EXISTING REMAINING DECK 1077.0 NOTE THAT THE NEW ADDITION REPLACED SOME OF THE EXISTING DECKING. TOTAL EXIST. & PROPOSED 2519.8 t TOTAL LOT COVERAGE .06 % AUG 3 1 GROSS FLOOR AREA EXISTING RESIDENCE 1ST FL. 9212 PROPOSED ADDITION 1ST FL. 426.0 EXISTING RESIDENCE 2ND FL. 401.6 71 TOTAL GROSS FLOOR AREA 1748.2 SQ. T. TOTAL LOT AREA 38,892 SQ.FT. LOTS UP TO 40,000 SQ,FT ALLOW 4,350 SQ.FT. MAX, 61 TOTAL GROSS FLOOR AREA OF 1748,2 SQ.FT. PASSES IAL PERSPECTIVE VIEW 3V MMUM 2.2 KAY SA ES 4G DETAIL SECTION DETAIL DIKE DETAILS SILT FENCE DETAILS f so Glenn Goldsmith,PresidentTown Hall Annex " �fr 54375 Route 25 A.Nicholas Krupski,Vice President , P.O. Box 1179 Eric Sepenoski JI Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples Fax(631) 765-6641 QUM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2023 Joan Chambers P.O. Box 49 Southold, NY 11971 RE: ALAN & LORIN LITNER 1025 NORTH SEA DRIVE, SOUTHOLD SCTM# 1000-54-4-12 Dear Ms. Chambers: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, August 16, 2023 regarding the above matter: WHEREAS, Joan Chambers on behalf of ALAN & LORIN LITNER applied to the Southold Town Trustees for a Coastal Erosion Permit under the provisions of Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated June 28, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed applications be found Inconsistent with the LWRP, and specifically Inconsistent with the following coastal policies: Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. The LWRP does not support the expansion of a building within the CEHA and FEMA FLOOD ZONE VE, a structural hazard area; & Policy 6.3—Protect and restore tidal and freshwater wetlands, The structure was built without a permit; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 16, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, a WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the Board has determined that the structure, as applied for does not comply with the standards set forth in Southold Town Code Chapter 275; and WHEREAS, the Board has determined that the request, as applied for, will have a detrimental effect upon the health, safety and general welfare of the people of the town, and, WHEREAS, the proposed structure would be an increase in the amount of structure in the Coastal Erosion Hazard Area., and. WHEREAS, the proposed structure, as applied for, is located in a dune area as per Definitions in Chapter 111 Coastal Erosion Hazard Areas of the Town Code and governed by Section 111- 13 A. The following restrictions apply to regulated activities in primary dune areas: (5) nonmajor additions to existing structures are allowed on primary dunes pursuant to a coastal erosion management permit and subject to permit conditions concerning the location, design and potential impacts of the structure on a primary dune. Major additions, as defined in Chapter 111, are not permitted in the primary dune; ,. and, NOW THEREFORE BE IT RESOLVED, that for the foregoing reasons, and because the proposed action is located entirely within the coastal erosion hazard area and in a primary dune area, and because the proposed application is a prohibited act pursuant to Chapter 111 of the Town Code, the Trustees deem the proposed project to be impermissible under Chapter 111, and, BE IT FURTHER RESOLVED that for the foregoing reasons, the Board of Trustees DENIES the Wetland and Coastal Erosion Permit application of ALAN & LORIN LITNER to construct a 426sq.ft. one- story addition onto the existing 921 sq.ft. 1%Z story dwelling; the proposed one-story addition will replace a portion of existing permitted deck; construct an additional 60sq.ft. of deck to entry; existing 35.8sq.ft. utility shed to remain; existing permitted deck with steps to ground and ramp to beach (1,503sq.ft.) will be reduced in size for new total of 1,137sq.ft. of decking around dwelling with steps to ground and ramp to beach; and as depicted on the site plan prepared by Joan Chambers, dated August 1, 2023. This determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Very truly yours, 11�v_424" Glenn Goldsmith, President Board of Trustees GG/dd µ r ; Glenn Goldsmith,President Town HallAnnex A. Nicholas Krupski,Vice President �� ��"W ��� 54375 Route 25 J" RESOLUTION 2023-920 ADOPTED DOC ID: 19607 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2023-920 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON OCTOBER 24, 2023: WHEREAS,the Board of Trustees denied the application of Alan &Lorin Litner to construct a 426 square foot aaddition, located at 1025 North Sea Drive, Southold,NY SCTM#1000-54.-4- 12, under the Town of Southold Coastal Erosion Hazard Areas Law (the "Law") of the Town of Southold pursuant to Section 111-11(c); and WHEREAS, on September 5, 2023, the Applicant submitted an application to the Town Board of the Town of Southold seeking to appeal the determination of the Board of Trustees, or in the alternative, seeking a variance from the requirements of the Law; and WHEREAS, on October 24, 2023 the Town Board conducted duly noticed public hearings on the instant appeal with an opportunity for all interested parties to be heard and testimony was taken of the Applicant's consultant; and WHEREAS,the application has been reviewed pursuant to Chapter 268,Waterfront Consistency Review of the Town Code and the Local Waterfront Revitalization Program;now, therefore,be it RESOLVED that the Town Board of the Town of Southold hereby finds that the proposed action is classified as a Type II Action and is not subject to review pursuant to SEQRA Rules and Regulations for this action; and be it further RESOLVED that the Town Board of the Town of Southold does b ereby adopt the ri indin s and Determination dated October 24 2023 rantin the application of Alan&Lorin Litner for a coastal erosion hazard area permit pursuant to 111-20 of the Toren ofSouthold Coastal Erosion Hazard Area Law; and be it further RESOLVED that the Town Board had determined that this action is consistent with Chapter 268, Local Waterfront Revitalization Program; and be it further RESOLVED that this Determination shall not affect or deprive any other agency of its properly asserted jurisdiction, separate and apart from the proceedings under the Coastal Erosion Hazard Areas Law considered herein. Denis Noncarrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Brian O. Mealy, Councilman SECONDER:Greg Doroski, Councilman Resolution 2023-920 Board Meeting of October 24, 2023 AYES: Nappa, Doroski,Mealy, Doherty, Evans, Russell Updated: 10/25/2023 9:07 AM by Lynda Rudder Page 2 TOWN BOARD COASTAL EROSION HAZARD BOARD OF REVIEW TOWN OF SOUTHOLD ------------------------------------------ In the matter of the Application of Alan &Lorin Litner FINDINGS AND 1025 North Sea Drive DETERMINATION Southold,NY SCTM#1000-54-4-12. ------------------------------------------- FINDINGS AND DETERMINATION Based upon the application, documents contained in the Board's file, site inspections and testimony received at the public hearing held on October 24,2023,the Town Board finds and determines as follows: ISSUE Patricia Moore, Esq. on behalf of Alan&Lorin Litner has filed an application with the Town Board, as the Coastal Erosion Hazard Board of Review (the "Board"), dated September 5, 2023 requesting the following relief- 1. elief:1. A reversal of the Board of Trustees August 16, 2023 determination denying applicant's request for the issuance of a coastal erosion permit in accordance with Chapter 111 of the Town Code. FACTUAL BACKGROUND AND PROCEDURAL HISTORY applicants: A. Dcscritioa� of the�,��•t��a�rtv ��n� a� ��,cants: The residential parcel is located at 1025 North Sea Drive, Southold,NY SCTM#1000- 54.-4-12. The property is currently improved with a single family home, decks and foundation. As confirmed by the Board of Trustees, and acknowledged by the applicant, the property where the proposed work is to be performed is located within the Coastal Erosion Hazard Area as established by New York State in 1991. The applicant submitted an application to the Trustees seeking permission to construct a 426 square foot addition to the first floor of the dwelling to allow for an expanded first floor bedroom, larger closet and laundry room. The addition is considered a"major addition"under Section 111-6 of the Code, as the addition would result in a 25% or more increase in the ground area coverage of the residence. The footprint of the dwelling is 921 square feet and the proposed addition represents a 46% increase in the ground area coverage of the structure. B. I. Application The applicant filed an application with the Board of Trustees on June 28, 2023. Applicant argued that the proposed addition was modest in nature and would allow the owner to remain in the home during retirement. Further,that the percentage increase in ground area coverage,while substantial in numbers, was the direct result of the modest size of the dwelling, as any addition to this dwelling in excess of 230 square feet would qualify as a"major renovation." II Public Hearing.- The earing.The Trustees held a public hearing on this application on August 16,2023, at which times all those interested were given the opportunity to speak. Patricia Moore, Esq. on behalf of the applicant addressed the Town Trustees' concerns with regards to the application. It was described that the proposed structure would constitute an enlargement of the first floor bedroom, closet and laundry room of this single family home in the Coastal Erosion Hazard Area. III. Trustees Determination and Certificate of Compliance. On August 16, 2023 the Trustees issued a determination denying the request for a CEHA permit, noting that the proposed addition constituted a major addition under Section 111 of the Code. IV. The Town Board Proceeding The property owners timely filed an appeal of the Trustee's determination pursuant to Town Code Chapterl 11 with the Coastal Erosion Hazard Board of Review (the Board) seeking the reversal of the Trustees denial. The Board held duly noticed public hearings on October 24, 2023, at which time all interested parties were given the opportunity to present testimony on the application. Patricia Moore, Esq. appeared on behalf of the applicant and addressed the Town Board's concerns with regards to the application for the major addition to the premises. Once again, arguments were put forth on behalf of the applicant that the proposed addition is modest in nature and would allow the owner to remain in the home during retirement. Further, that the percentage increase in ground area coverage, while substantial in numbers,was the direct result of the modest size of the dwelling as any addition to this dwelling in excess of 230 square feet would qualify as a"major renovation." 2 No other members of the public appeared in support or opposition to the application and the record was closed on October 24, 2023. APPEAL OF THE TRUSTEES J EE!FRMINNATION Pursuant to §111-24 the Town Board is designated as the Coastal Erosion Hazard Board of Review and has the authority to "[h]lear and decide appeals where it is alleged there is error in any order, requirement, decision or determination made by the Administrator in the enforcement of this chapter." See, Town Code §111-24 (B). Furthermore,the Coastal Erosion Hazard Board of Review has the authority to "reverse or affirm, wholly or partly, or may modify the order, requirement, decision or determination of the Administrator, including stop or cease-and-desist orders." See, Town Code §111-25. When considering appeals pursuant to § 111-24 &25, the Board is limited to the record on appeal and the arguments made before the Board of Trustees. In this instance, this Board finds, based upon the record before it, that the applicant has supplied the sufficient information regarding the criteria set forth in §111-9(A-C) of the Town Code to support the granting of a Coastal Erosion Management Permit. CONCLUSION Therefore, in the interests of justice and for the reasons set forth herein, this Board grants the appeal of the Applicant pursuant to Chapter 111 of the Town Code to construct a 426 square foot one-story addition to the existing 921 square foot, 1 %z story dwelling, the proposed one-story addition is to replace existing decking at the dwelling, as per the plans submitted by the applicant to the Town Trustees and the Town Board, with all of the requirements and conditions of the Town Trustees and Wetlands. Dated: October 24, 2023 3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTALC VTI Division of Environmental Permits,Region 7 SUNY cid Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov September 11, 2023 Lorin &Alan Litner 2945 3rd St Boulder, CO 80304 Re: Permit No. 1-4738-02834/00003 Litner Property— 1025 North Sea Drive, Southold, NY 11971 SCTM # 1000-54-4-12 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Si Y, ,.. anielle Stango� � rre Environmental Analyst NE wYOR tleg�aartntentot sr ANWIV Env1'ronrnenta( Conservation NEW YORK STATE DEP ,IITMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-02834 PERMIT ._�M._ . re mm... _ tal Colr � I Law 1+" 1 nde r the evil 011I LL ......._ Permittee and Facility Information Permit Issued To: ALAN B LITNER Facility: 2945 3rd ST LITNER PROPERTY BOULDER, CO 80304 1025 N SEA DRISCT.M 1000-54-4-12 (917) 208-3847 SOUTHOLD, NY 1197.1 LORIN LITNER 2945 3RD ST BOULDER, CO 80304 Facility Application Contact: JOAN CHAMBERS PO BOX 49 SOUTHOLD, NY 11971-0049 (631) 294-42.41 Facility I.,ocation: it', SOUTHOLD it, SUFFOLK C"OUN'ry, Facility Principal.Reference Point: NY°I`M-E: 713.937 NY"Im"M-N: 4550..132 Activity:. Aaa tl1ori:�c�l Latitude: 41104'27.6" Longitude: 7227'12.5" . Construct addition to existing single-damily dwelling. Construct deck. Allauthorized activities done in strict conformance with the attached plans prepared by Joan Clianibers, dated 6/5/2023, andI1 be stamped NYSDEC:' Approvccj on 9/11/23. Permit Authorizations Tidal Wetlands - Under Article 25 Permit.ID 1-4738-02834/00003 New Permit Effective Date: 9/11/2-0,23 Expiration F 02'8 Date: 9/1m0/2 .. Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02834 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony 3rook,NY 11790 -3409 Authorized Signature: Date Distribution List JOAN CHAMBERS Bureau of Marine Habitat Protection Wildlife DANIELLE A STANGO-TORRE Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply.� e._.... _ to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Joan Chambers, dated 6/5/2023, and stamped NYSDEC Approved on 9/11/23. 2. Nesting Shorebird Work Window The proposed project is within 500 feet of potential/documented piping plover and least tern nesting area. For the duration of the permit, no work should be conducted from April 1st through August 31st. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-02834 3. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 6. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof fours shall be used. Wet concrete shall not be poured to displace water within the forms. 7. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from constriction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 8. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. to. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). 11. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas as per NYSDEC approved plans stamped 9/11/23. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 13. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 14. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-028340 15. Contain Exposed, Stockpiled Soils All disturbed arenas where soil will be tenlporarily exposed or curtains (or other NYSDEC approved devices)placed stockpiled for longer than 4 hours shall be Contained b y a n tileoseawardssidJill of,tak e betweenctheafilbl and the wetland or protected buffer area. Tarps are authorized to Supplement these approved methods. 16. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 17. State May Order Removal or Alteration of Work If faattare operations by theState of New York require an alteration in the position of the structure or work herein authorized, or if, ill the opinion of tla Department of Environmental Conservation it shall cause unreasonable obstruction to tine free navigation of said waters or flood flows or endanger the health, safety or welfare of the people ofthe State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State . l � fill, M „ and if, upon the ex arat�ion or revocation of this �crrnat the sta°a�actt���a excavata�rn, or other modification of the waateacourse hereby authorized shall not be completed, the owners, shall withou expense to the State, kind to such extent and ala srrch tirno and manner ars the Department of � t Environmental Conservation may require, remove till or any portion of the uncompleted and restore to its former condition the navigable and flood capacity f tile structure or fill watea°coaarse No claire shall be made against the State of New York on account of any such removal or alteration. 18. State May Require Site Restoration If arpora tlae expiratioaa or,µevocation ofthis peraaait, t'lac project hereby authorized has not been completed, the applicant shall, withoaat eacperase to the State, and to such extent and in such time and manner as the Department of Envie°onmental Conservation lawfully require, remove all or any portion of the uncompleted structure or fill and restore ths era to its former condition. No claim shall be made against the State of New York on account of removal or alteration. any such 19. Precautions Against Contal"ination of Waters All necesmry precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentaally deleterious materials associated with the project. GENERAL CONDITIONS _ A. ALL to PpiY..__ .. Authorized Permits, I, Facility Inspection by "I`lle Department The permitted site or facility, including relevant records is subject to inspection atreasonable hours and intervals by all authorized representative of"te Department Of l'ravrroranaerataal Conservation (tile Department) to determine whether the permittee is complying this Permit and the I:t`I,. Stich representative may order tlae work suspended pursuant to l.0 * 1 0301 and S 1"A 401(3). The permittee shall provide a person to accompany file Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 7 NPPM YORK STATE DEPIAtITMENT OF ENVIRONMENTAL CONSERVATION Frrcitity DEC 111 1-4738-028340 A copy ()'[,"this permit, including all rctbrenced maps, drawings and special con(litioras, must be available for inspection by the Department at tall times at the prolcct site or, f4cility, h'zrilrar:e to Produce a the permit upon request by a Departmcnt representartrve is violaticara of this permit. copy of I l clatioaaship of this Pernait to Other Department Orders and Determination$ l..trrleyss expressly provided liar by the I)epkar•t"Ient, issuance of this permit does "lot modii~ ,,supersede or rescind any order or determination previously issued by the ]Department o m awry Of the terr11s, conditions or re uiren�ents contained in soda Order or deterraainatiorr,. 3. Applications For Permit Renewals, 1° odifications or Transf l,s `fhe permittee inust subunit a pp ear permit renewal, modificartior�r car transfer of this separate written �� IrcGaticara to flee Department f per Mit Such applicyatiorr rntrst include any forms or supplerneratal information the Department rec uires. Any renewal, modification or transfer granted by the Department must be in writing. Submission oi" applications for permit renewal, noditication or transter°are to be submitted to Regional Permit Administrator '",SDEC ltegiora 1 Headquarters SUNY @ Stony Brook1 0 Circle lid Stony Brook, NYJ 1790 -3409 4. Submission of Renewal Application The pertnittee must submit a renewal application at least 30 slays before permit expiration for the following lacr°rnit authorizations: Tidal Wetlands, . Permit l otlificrations,Saaspeusions ,and Revocations by the Department The Department reserves the right to exercise all available artathority, to modil�, suspend or revoke this permit. The grounds for modification, suslaerasion or revocation included a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; e. exceeding the scope of the project as described in the permit application; d. newly discovered material infor•matiorr or a material change in environmental conditions, relevant technology or applicable law Or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissiorler,-, any provisions of the Flavironmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit.condition, Applications for permit transfer should be submitted prior to actual transfer of Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC Ill 1-4738-02834 0 wn ership. Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02834 NOTIFICATION OF O°I' �.�R PERMITTEE -� -.- . EE OBLI ATIONS (tern A; ll'er nrrttee Accepts legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, cxlnressly agrees to indemnify and hold harmless the fel ar'trnnerat of lwravirorn.raacrntal Cornservatiorn of"tile State ofNew Yoa ,, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and daruaages, to the extent attributable to the permittee's acts or omissions in connection with the perrnittee's undertaking of activities in connection with, or operation and maintenance of,the facility or h1cilitieS authorized by the permit whether in compliance or not in ccrrnpliarncc with the terms and conditions of the permit This indemnification does not extend to any c,lairaas, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item l3: Permittee'$ Corrtrwaetor°s to Comply rwitlr Permit 1"he perrnit:tee is responsible for informing its independent contractors, errrployees, agents and assigns of their responsibility to coanaply with this lnerrrut, including all special conditions while acting as the perrnittec's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for thep ermittee. Item C: Permittee lleslronsible for Obtaining dither Required Permits 'fhe pernnittec is responsible for obtaining any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities drat are authorized by this permit. Item D: No flight to Trespass or Interfere with Riparian flights This permit does not convey to tile permittee ally r~iglat to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor.does it authorize the impairment of any rights, title, or interest ill real or lnersonal prol)erty held or vested in a person not a party to the permit. Page 7 of 7 N. �iCc N p N 3 E i2 p > U O O _: w N I ❑ N 'E LJ.I E "a C) c E = _ C N r CU O N Q V (n E — W 73 z r V) Wan U) LO o a 3:W g CD o � -p ca c� (3) m F . c CO) (D m 0 W 0 o .E W N W U) W ❑ ❑ ❑ ,� z E O a) CL O -0 +' ca lamOCU CU L O az C N O cn ;� U o cn i U LL MC _O �" 0, C _ LLIM FQ-M (� O M O 0J C O E— CD C .0 O O O � O O o N N -C1-- z E cu � co o c U s_ co N N O ) O O 00 W U U co cm 4— is C O cu E EC N i dj E L O 0- .0 (u a .a) LC ❑ Q LC cu O O z O = 4 F-•- o = 0 x w N Tt �0l=COMMEtLCEMgN:r OF C N+ iL RUIZI RETURN THIS FORM TO: COMPLIANCE jgN Marine Habitat Protection - NYSDEC Or Fax to: 631-444.0272 SUNY at Stony Brook Or d:c.sm.RIMHP BEgi@dec.ny.gov 50 Circle Road Stony Brook. NY 11790-3409 PERMIT NUMBER: .. ......w .. ,... ._ .....,..._.. m.._..., ..-„..... _.... a...... EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS; - � � --„- -� CONTRACTOR NAME&ADDRESS: �...... ..,�,,.....,-_.�._._„�.._,ti.....�.._-,,... .,.�.,__..._�,._.__.�.._�...M.-....-,.„...�..wW._.,W�. .._ ..._.... . .....� _..� TELEPHONE: _. .m._. v.._,w..... ,..... m.......,._.. .. . ....-..,,mm.... ,_.- ... ..w. -. Dear DEC.: Pursuant to s he referenced permit,you are hereby notified that the authorized activity shall copermit ce� he special conditions of We certify that we have read the referenced ermi a mmenon nd app he authorized project and all permit conditions. We have inspected the project site and can complete the project as described in th roved plans and fully understand t permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions. The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: ..w...._ BATE CONTRACTOR: _y.. DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PROJECT AND/OR ANYASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERM SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. OF C'OMPLET'ION OF CONSTRUCTION �- . � ._ � °.�” X RETURN THIS FORM TO: COMPLIANCE Marine Habitat Protection-NYSDEC Or Fax to: 631-444-0272 50 Circle Road E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov Stony Brook, NY 11790-3409 PERMIT NUMBER:: ...._. ...... ...-..w .., ... .. .a....,_.............._... ..... ,.......-n EXPIRATION DATE: PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: -°- - - TELEPHONE: p tial conditions of the referenced permit, you are hereby notified that the authorized.,.__.. m I acbvi� p eted on p activity was co.-.�_, .. ._.�.._. Pursuant to se ,.We have fully complied with the terms and conditions of the permit and required) approved plans. (Both signatures PERMITTEE: DATE CONTRACTOR: DATE THIS NO7ICE, W171-I I`'HOTOGRAI�"hJ OF THE COMPLETED! tfi101 IC ANI IOF A OMI L E TED SURVE Y A MUST BE SENT TO THE ABOVE PI-1S WITHIN 30 DAYS OF C'OIIIPLETION OF THE PROJECT, S APPROPRIATE, 1 p SO O FIRMIN 6 j / ^ ,r o err, r� J g k �I w yY ti A¢ i l 1e d� P J v opy° , � r ®�,f,?� / a U , +u KJ MAX m y�"" c w y y, n Rr"a i c'>rJ r� mad a r zr cn r �e X 7Sa 4"S d';+V8, cs v Gr Cad° (n n nr 'w " Tsai•' r r (D caec rw s�'J — p o Qr � m 0 Cw a u x n v t.r C AWN L n o n m,. o r atJ x cn 9 irirrn J �, (O �Y• cer '�' ui rn d �» �'v a �f e o a a>a��e �ur m.� -�r Z '�-�'„:� � � n O 77 rw ire 4��r� J > low= , r �' m .� a c r s x Tl c r n x ,� fCl Augtl q.. �W PY'li Y1 Q'"k dvA 5:,'! fiT � lli u'JY"�.,� i.> "x7 YJ '�; ..y Fri :D C:7 Yrl C,} c3 Cl Auy Z rn� f,'9 "q A { S g, ,:� ��� is ra cr f'— o 31 itr, r) rn a D 9 ;o "moi fa„r;� � Q r f 29C°Pt O tim' w < s. rru rw a:r Wu � ' c. uy rw rc�18 J rn gj +n iii ii c� m . `n m PJ) � � yyy rJ N 'n 'n y Al S _ .. GENERAL NOTES TABLE R602.3(1) C INSTALL CROSS BRIDGING @ 8'O.C.MIN. "' 1. All work shall conform to the requirements o'the 2020 Building Code of N.Y. MIN€� VESISN DEAC LOAM* AS ' � N "f! q g FASTENER SCHEDULE FOR STRUCTURAL MEMBERS , SIMPSON STRONG TIE CS STRAP State, County and Town Department Regulations,Utility Company requirements and ,AT EACH STUD AND RIM JOIST best trade practises. LOAO s" P :: +G�riIENT j.:_. MLWWANE Atk".00111IMNiJFAG 1x31' 2. Before commencing work the Contractor shall file all documents required by the NUMBER AND Ips" SIM1FISSIMON&-To C4141141610" Building Department, pay all fees required by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS mom No.L'S91=X_4 J2IO OR permits. O - 1 L I N 6''3 IMVAU r AT EVERY 1�11F'TEf 1 TO RiDr3E C t#MTM MAI KAFTII DO NOT ALISH. 3. The Contractor shall visit the site and verify all dimensions and the existing ,///��'\�� USE 5/8"BEARING PLATES AT 6conditions affecting the work prior to construction. Any discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d 0 (EACH 5/8"DIA.x 12"ANCHOR BOLT interfere with the satisfactory completetion of the Nork described herein shall be y.�4 (BOLT SPACED 6'-0"O.C. """CAM AW..ilOMtS I4*JWAGT1AItID 43Y c5"4"�JN�I �$-{ 4.IV" '12"FROM EACH END SIMI 3OMj STRONd••TlL C.OI�riG71aiF�ri reported to the architect or property owner. Do not start work until such conditions M10M N o.LSTA24 OR APPROV!° have been examined and a course of action mutually agreed upon. Failure to notify 1"x 6"SUBFLOOR OR LESS TO EACH 2-Bd ' EL EQIIIVAL9W AT EVEFIY MAPT& TO MtIUM, the owner or architect of unsatisfactory conditions will be construed as an acceptance JOIST,FACE NAIL 2 STAPLES,1 3/4" C4M#=TION POW FLAPTINS AUON of the conditions to properly perform the required work. C: 0 V E R [ W'6 9 R N'D 'N A L".. ---•------•• WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING e All work is to conform to the drawings and specifications of the architect and _ MtI 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d AMLT 5HI 5 engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the 4- job site at all times SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d 16"O.C. ��k SHEATHING, - � 6. The drawings are not to be scaled under an'! circumstances. ..wom Ir ,I L 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d including storage and toilet facilities,protection of Existing work to remain,access to RIGID I TIOK 142-If1. work area, hours of permitted work,availabitity of water and electric power and all STUD TO SOLE PLATE,TOE NAIL 3-8d,2-16d other conditions and restrictions for this particular location in order to execute the SINCAM- LY SHEETINATEPJnWOFINS ME149RANE a:'T work in a careful and orderly manner with the least possible disturbance to the public. DOUBLE STUDS,FACE NAIL TOP PLATE 10d 24"O.C. � 8. The Contractor shall make the neccesary arrangements to utilities and services >r3ITUMIN,OUS,SMOOTH SLIRFACX 4-- TYPICAL LCCC5 CONNECTOR temporarily disconnected while performing the work as required. ° CONNECTING A 3PLY LVL AND A 3-1/2" 9. The Contractor shall provide all dimensions and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d DIAMETER STEEL COLUMN 16"O.C. NSMEMEIRANE HEADER 10. The Contractor shall provide proper shoring and bracing for all remaining structure AT BRACED WALL PANELS F L O O,R S A Irl IIS" F L o C� 4R I N I S 4`I E: 5 SIMPSON STRONG TIE HR8 prior to removal of existing structure. OR SIMILAR TYP. ( }��y 11. Plumbing, electrical, HVAC and similar work shall be performed by licensedr' I � ,�. r a I-0 '57�FFIN� M"TAIL persons who shall arrange for and obtain all required inspections.The General �✓+ ✓ 16.0 SIMPSON STONGTIE A23 OR r DOUBLE TOP PLATES MINIMUM 48"OFFSET OF 8 16d �� I�' "�f" MC�"TA4*�`�� SIMILAR @ CORNERS TYP. r Contractor shall be responsible for scheduling all other inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 12. The Contractor is solely responsible for construction safety and shall hold the 4�LC�CRINI6 "t1`T-ink owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. L.1N[ ISM OR AaSPHAI.T Til.4 il4-Iri 1.4 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d TOP PLATE,TOE NAIL '°. JB'�'I.�.+�t7#RINIL7r���. 5.0SIMPSONSTONGTIEA23OR CONSTRUCTION NOTES s SMILAR @ CORNERS TYP. RIM JOIST TO TOP PLATE,TOE NAIL 8d 8"O.C. I�I.�rC7R5.kOOD JOIST'limo plaster) I2-In" 16-1". 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. JOIST 5IZ'E5(1M Jl �}� " 04 NAILING/FASTENER SCHEDULE 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-1 Od 2X6 sl copper termite sheild. FACE NAIL RIDGE STRAPPING 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"O.C.ALONG EACH SIDE 2)410 ` r$ upon by an engineer and certificates shall be issued stating same. �. STRAPPING - WINDOW AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN 6. Unless otherwise noted all framing and structural wood components shall be CONTINUED HEADER,TWO PIECES 16d 16"O.C.ALONG EACH SIDE 2xf2 �' NOV#2 or better Douglas Fir. 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE 7. All framing techniques and methods shall be as prescriptive design based on F R A•M E P A R T U'T•'I o wS 8D COMMON @ 12"OC @ PANEL FIELD AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d HOOD C + 57W5, 1/2-Tn.IS'I . BOTH SIBS �.� 8D COMMON @ GABLE ENDWALL RAKE or as specified in R301.2.1.1 ..,--�T-:F-•.- t^ 8. All building envelope components shall comply with Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d FIR A'M E WALLS ` Conservation Code of the State of New York. - 9. Fireblocking shall be provided in all wood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d - EXTERIOR':STLO HAkILL-5- with NYS Code R 602.8 to form an effective fire barrier between stories and Q EACHPROVIDE (3) 3/8-OL ARR I BOLTS between the to story and roofs ace. 2-16d 2x4® Ib-'4wa 5'/15"Iim. O UM EACH END OF COLLAR TIES TYP. P Y P RAFTER TO PLATE,TOE NAIL •+' .,r 1/2"OM PLY@ SHEATHING 10. Protective panels shall be provided for glazed openings in accordance with INISI,JLATI ►,mflk5�-err. SII�INCa SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD NYS code R301.2.1.2 if they are required. TOP PLATES @ EACH RAFTER 11. All portions of the new structure are designed to comply with local geographic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2 - 2 STAPLES 1 3/4" 29166 a IlM7"4f#•r'rJf�"'I<1. 6'YP'SLIMr O and climatic criteria as stated in the following table. INWLATI!rr*5/b ori" 5101 NO 12.0 EQUIVAALENT"TOOTIELRIM BOARD GEOGRAPHIC & CLIMATE DESIGN CRITERIA 2-8d EXT!RIOR STLO 1N,ALL5 KITH EIR110K VENMR 45.0 TO DOUBLE PLATE TYP. 1"x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" SILL SEALER,TERMITE SHIELD GROUND SNOW LOAD 45 ps 1 WEICirH OF MASONRY INCL U;IE MORTAR 4SlJT NOT OSTM. FOR WIND SPEED 130 MPH 1/2"#4 HORIZOIJTAL REBAR AS NEEDED 4'LAsTEr.AID 5 ib/f t2 FOR EA444 4"AGE PI.ASTmmo. VAI.IJES SEISMIC DESIGN CATATGORY B 5/8" ANCHOR BOLTS @ 6'O.C.TYP. 2-8d GIM N �5ENT A�4 IN S CASK IS.A PROVIDE SIMPSON H6 WEATHERING SEVERE WIDER THAN 1"x 6"SHEATHING TO EACH 4 STAPLES 1 314" �5IVMASLE RANGE' MIGHT FOIR THE .�.A Ca, TRUroTIOW EOUIVILANT TO TIE WALLLL STUDS FROST LINE DEPTH 36" BEARING,FACE NAIL OF BOTH FLOORS TO PLATE & TERMITE THREAT MODERATE TO HEAVY 1/2"CDX PLYWOOD BAND JOIST @ 1s" OC TYP. DECAY SLIGHT TO MODERATE 2"XPS RIGID PANEL INSULATION R-13 FASTENED BY PROVIDE SIMPSON H6 OR 10D 24"O.C. 2` _ WINTER DESIGN TEMPERATURE 1 1 BUILT-UP CORNER STUDS CERTI �r p T COMPLETED D By H O EQUIVALENT TO TIE WALL STUDS R�IC�I�: tPERMANENT i..I1 t "s L."'. ��.�c �� L/VI'i���TEi! irr 1 �i"1E 8"POURED CONCRETE WALL 3/$"X 3"SCREWS WITH TO PLATE & BAND JOIST @ 16" FLOOD HAZARD AS NOTED _ WASHER @ 16"O.C. OC TYP. BUILT-UP GIRDERS AND BEAMS, NAIL EACH AT OP AND SBOTTOM WS: BUILDER OR fM6l5T I7 l x LOCATION AND POSIN 2 INCH LUMBER LAYERS STAGGERDTWONAILS ATENDS THE rrtILC� ROOM '-�.A`F�W 14ar+r'�+ATI N ]IDETHE �^ AND AT EACH SPLICE BUIL.DIN6. v IJ PLYwD. ON 6.OC IDG ELECTRIC SYMBOLS SYMBOLS 8D COMMON @ 6"OC EDGE 8D COMMON @ 12"OC FIELD2"PLANKS 2-16d AT EACH BEARING r► KEYWAY TYP. LSTA 18 UPLIFT STRAP R RECESSED CEIL. FIX. EXIST. WALL R402.2.4i ATTIC OR CSL SPACE A6CE55 - SHALL Be 4"POURED CONCRETE SLAB ROOF RAFTER TO RIDGE,VALLEY OR HIP W.AMT4 STRIP1�"ET."'r AND �t 14 TO A �L WIVALENT'TO PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION _ '* i..� PLATE WASHER, NUT & ANCHOR W/ 4-8d COMMON NAILS @ EACH END. D DOOR �r'4�1'L OPER. SWITCH DEMO. WALL TOE NAIL 4-16d FACE NAIL 3-16d INSULATION N !TIL: Id II`�64 R�AVGr7. UJ BOLT TO TIE SILL PLATE TO E _ J 16"x 8"POURED CONCRETE FTG MASONRY FOUNDATION TYP @ O0� W/1/2"#4 HORIZONTAL REBAR 6'-0" OC FOR 1 STORY, 3'-0" FOR F REC. FAN & LIGHT NEW WALL 2 STORIES. D FROM CORNERS & R402.A:; A IR l EA ir",A. E, B rI f i►"S IN 'L"� THERMAL A t ENVELOPE-SHALL L!+E, 1 -4" 12" DIEEP AND BOLTS To BE MIN. SWITCH ADD INSUL. @ WALL RAFTERS TIES TO RAFTERS,FACE NAIL 3-8d Irl "'TMJ^. i�+4 i' T'�A TO I,Q�Lw� SI:7V 4�4✓�A f.7� 1`.r tJ�k. IR i4iA � �SJL FOUNDATION DETAIL STORM PANEL TYPICAL WALL SCONCE Ot WINDOW TYPE I-IC '-S W WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, GROUND FAULT OUTLET DOOR NUMBER AND PARTICLEBOARD WALL SHEATHING TO FRAMING ry R4C•2.4.I.I; INSTALLATION w THE COMPONENTS OF THE BUILOIIS Q SWITCH OPER. DUPLEX �- SECTION MARK 6d COMMON NAIL 11gE,?MAL ENVELC Fr_ SHALL Or: INSTALLED IN ACCORDANCE HIT'N WALL) 8 12 / B-p UNDER CAB. FIXTURE ELEVATION MARK 5/16"-1/2" (SUBFLOOR, THE ..rF�ITEI�IA LISTED IN TABLE 402.4 1.1. I0I4"4EIRE RI.JIR�+ BY 8301.2.2.f4WT6i.TlI0N OF OPENlN65. EXTERIOR CCAZIMS IN'J6!11IL.'OIN6'S LOCATE17 IN �- SD COMMON NAIL(ROOF) ?e CFFICrIAL, AN APPRt '/W THIRD PARTY SHALL IN-SPECT ALL AMDORNE DEBRIS FV61 INS EC fROTEGTIO'!7 FROM YANPOORNE} 115. APPLIANCE OUTLET MW-01 MILL WORK NUMBER COI`IFONENTS ANIS;VERIFY COMPLIANCE. 6LANIF1R�O'TBrTION F. �D f� Nl6 AN1700FOrz E7EM5 5HALL MEET THE 19/32"-1" 8d COMMON NAIL 8 12 - ■ IMIIREMEWIS OF THE LARBE MI554LE TMT OF A6TM E 14gr5 ANI?ASTM E IBM A6 � QUAD OUTLET A-01 APPLIANCE NUMBER W N i�il r ENI".5PG71dNI Solt"I�.I.ISA+ �ODOR 6 f�PPmms P1Z!?'TEGT`om IR40 4.I.2s TESTING - BUILDINfS OR Oi+�tELLIKO UNIT SHALL BE H7Z HURRICANE TIE-DOWN S SMOKE DETECTOR P 1 PLUMBING FIXTURE 1 1/8"-1 1/4" 10d COMMON NAILS OR 8 12 WII�DEBRIS SRALL MEET THE RE-MIRMOIENT5 OF AN I AGT- I'STI� 8d DEFORMED NAIL �5�� A V�IFII� t�1�1 {IAVII� i 5^61-504N �+Z41� 51 �t�llp9. STANDARD OR ANSIMASMA IIS.{SEE TABLE BM-04 C �'1lQNr SPACING OF FASTENERS CO2 DETECTOR 4INTERIOR ELEVATION TES fII`I6 BE C;ON aU TED AN APPROVED THIN PARTY." k4000 STRLCTURAL PANEG.5 KTH A THICIr:NMS OF NOT THANE](6IW-44AW A CEIL FIX. DESCRIPTION OF DESCRIPTION OF R4�Y2.4. t COMBUSTION CLOS' :'t'� - P40M S CONTAININIS S#'m OF NOT moRE iwANt 5 FST v4Aa.l.. BE PEM417TED FOR OPENING PR°0TEGTIOTL BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS I=I '.��I�',AIIi rlS AI�'LIANGES I�,IE.IIRE SPECIAL CAIS. LPT4 PANELS SEMI,.BE PRrGVT ARP ATTAC+W TO THE FRAMINIS WZROI.�+bIN6 TI E OFMIN6 GONTAJNIN5 TF4E FR 9=L10T WITH THt C LAZM OPMINa.PANELS 5HAL.L Et ABBREVIATIONSEXC TIC I: DIRECT VENT APPLIAE ES KITH BOTH INTAKE ANC1 ,'@@@DRILLED AS REO,„UD FOR,THE,IAtNChfORAM PUTHOD AND Sj}{AU BE SECIRM 12"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL 8d r ADJ ADJACENT MIN. MINIMUM EXI"IAk15T PIIS INSTALLED CONTINUOUS TO THE OUTSIDE WITH TW A1`rAeA{N-IT#ARE*4ARF PRf10151 1. /4TTAChIN�NTS�_ D!'�316NfEt3 TQ MR MOISTURE RESISTANT FIREBOARD SHEATHING MMON NAIL STAPLE 16ga 3 6 RESIST TETE C.f?Wo ET•AND GLAzn7IN&LOAM vein tINW IN Aco:.oRDANCE NITI•I ALUM. ALUMINIUM MW MILLWORK �1-01/2"LONG (7)10d x 1 1/2"NAILS TO PLATE EITHM TAdlL-RSI�(Z Olt A -1,WITH TW PM*4AN I!_I C.d :�iION-RMI5TANT APPD. APPROVED NIC NOT IN CONTRACT 8403�.2; DUCT iT O..'I�r L(N& DUCTSr AIR. HANDLERS, A FILTER (7)10d x 1 1/2"NAILS TO STUDS +» ����r,� BRD. BOARD ATTA>GI�4MENT 1-FAT�L7�1"[h4RE Pptlti/ID4'_D AND ANL�`/r'rC/r`L"�T' hTM�IRIENI'T1-Y R�TI�I-I.PL3'CJTd� OC ON CENTER -1/2"GALVANIZED ROOFING NAIL 8d RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS BUILVIN5. ATTAC+4NiT IN AI:GE�ANIC.E WITH TAME R5ol.2.I2 ISPERMIll I BRK' BRICK OS OUT SWING 1/2"STRUCTURAL CEFFULOSIC W)ES SHA ll- BOT. BOTTOM OMMON NAZI-STAPLE 16ga 3 6 O O EEWIL INISS WITNI A MEM ROOF#'EISH�T GIP 43 FIST OR,LESS"eFM THIS ULTIMATE OPG. OPENING FIREI"�4Rr)SHFATFIING r vest 1"NO 3lMIDI IS Ia0 MFN OR Lei", CL CENTER LINE I T T'ESTINCP r DUCT'S SHALL BE PI � €l+:�T D TO CLG CEILING PL. PLATE IR4C'�3'.3�E I: PLUMB. PLUMBING + ! A� COL. COLUMN PLYWD. PLYWOOD 25/3 Ir�ETL.IRMINE.AII�' I` A " rVT' TABLI� R.WI.2.I.2. KINmeImmE Lxsmis IRO'TEGTIONI FASTENINs CONC. CONCRETE SOI.MIJI-E FOR AXCo STRJC,`TURAI_ PANELS CONT CONTINUOUS PT. PRESSURE TREATED FIREtiOARU SHLA I ir- v L J rl t 6 EXCEPTION VL 'T L `1 +° E TEST IS NOT REC UIRED' Y4IHL PNT. PAINTED 1-3/4"LONG TIS 0XIT'fS AN1 :AIR HANtXERS ARE LOCATE V ENTIRELY' WITHIN PA5TENBR 5PAGIN10 CT. CERAMIC TILE PVC PO[v VINYL CHLORIDE DEMO. DEMOLISH T� E�ILE�IN� THERMAL EN�I"` ` i VVV O RCP REFLECTED CEIL. PLAN 1-1/2"GALVANIZED ROOFING NAIL 8d FASTENER TYTE 4 RDOT b �' DIA. DIAMETER @ RAFTER TO RIDGE PANEL SPAN (PANIEL SPAN < PANEL SPAN DWG. DRAWING COMMON NAIL STAPLE 16ga 4 8 GAL.ROOF STRAP DR. DOOR RM. ROOM REQ. REQUIRED 1/2"GYPSUM SHEATHING PE W OR S R4C�S.3.5t E341ILIPIN6 CAV TIES - SHALL NOT BE � E�AS FTS OR O @ RAFTER 14 F'{")QT 16 FOOT FOOT EA. ROUGH OPENING 'S' EA. EACH R� S NO. 8 WGA SGRF..W ELEC. ELECTRICAL SIM. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d O O ICE SHIELD UNDERLAYMENT BAWP ANG WITH 2 ELEV. ELEVATION SPEC. SPECIFIED 5/8"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 4 8 16 ICCa STL STEEL 4.41 .4s M'iEC"HAN46Ai. SYSTEM PIPINtS IN 1LATIM • CARRY'IN& INGIH eM5EtnqeNT LENIe5TH EQ. EQUAL +I'�a PE W ORS T�4 T & G TONGUE AND GROOVE J{DS >105*17 OR FINSU �E R""5 MIN. EXIST. EXISTING r ,.�ATO 'R-5 TELEPHONE NO. IJ POOP 5C 31 EXT. EXTERIOR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING F.P. FIREPLACE TBD TO BE DESIGNED }+ -e4,5.6t, }�CHICAL'VENTII..ATION - THE IUILDI 5 SHALL BE BASED ANC4'IC�WITH 2 16 12 C! To. TOP OF [W-,HENiP t7MENT LEt�6TH FR. FRENCH 6d DEFORMED NAIL OR 12 Pl�:'-VIDED KITH VENTILATION THAT MEETS THE REOUIREMENT'S OF TYP. TYPICAL SIMPSON H2 A HURRICANE TIE TYP. GALV. GALVANIZED 314"AND LESS 6 AT EACH RAFTER-TO-PLATE CONNECTION UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL USE 5-8D NAILS AT RAFTER Y4 GYPSUM WALL BOARD IRCi1IMG, f4 ISIC+I"I LA40 SCREW HVAC VERIFY IN FIELD AND 5-8D NAILS AT TOP PLATE ANG4#CJR HITT 2 ICT Icy Iii HVAC HEATING, VENTING & W/ WITH T MIE H ICiA VENTILATION RATESHALL �E � ��RTATER AIR CONDITIONING ISH E �W LEN" INSUL. INSULATION WD WOOD 7/8"- 1" 8d COMM N N NIAIL TE AK NT. INTERIOR WP WATER PROOF 6 12 0.0I X CPA + 15 X Ir# OF OWROCMS + la S IN SWING XPS EXTRUDED POLYSTYRENE *CFA = CONDITIONED FLOOR AREA Clr TH5 TA5LE IS 5A5W ON IBC►Mla,H IILTIMAtTE LBS POUNDS PROVIDE 8d COMMON NAILS DE516N WIND.FMD A1`0 A 53 111 MEM MN MAX. MAXIMUM 1 1/8„ 1 114„ 10d COMMON NAIL 6 12Tt43C SO� @ 4"O.C.AT EXTERIOR EDGE OF ALL I EIC+T. MO. MASONRY OPENING 8d DEFORMED NAIL .'T: EC�UIPMENT SIZING "' P AGGA MAnUEI Sr I�A5Ex7 ON SHEATHING b. IWA5MER5 54I&LL Be1145TALLI!V AT OPPOSINS MR fENCIS Or- � �,.tsa OD STR r,r APARE . TABLE 8301-5 MINIMUM UNIFORMLY OLSiRIBUTED LIVE LOADS t"ut pounds per square foot) �0A,DS C BP A A EL J• P�rASTTM 4LLV L I I ILIXIATED NOTa4.1�J., S THAN LIVE R404.I: L 16114TIN.0? - A MINIMUM OF 'M%'CF PERMANENTLY INCH MOM THE Ifs Of 7H1E PAREL. USE LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 0e,[ALLEP FIXTURES M'IUI HAVE HICSH- FICANCY LAMPS. Cr. AMICHO" SHALL PMM-•RATE 7HIRIII THE Attics with limited storageg•h 20 Ey'CTMIOR HALL C:OVERINLS NITH AN EMBEDNIIT Attics withoutstoragef 10 LOk4-VOLTA6E 1..IC HTINIS EXEMPT LENGTH OF NOT LESS THAN 2 INf elES INTO THE Deckle 40 NOTES STHD METAL STRAP TYP. WILDINS FRANS. FASTENERS SHALL BE LOC:ATEI'J Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH @ EACH JACK POST WITH JOIST Fre escapes 40 5-8d NAILS AT EACH END LENGTH NOF LE55 THAN 2 Y2 INC•HE5 MOM THE ECIZE OF T*'IE TABLE 83{)1.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBOM CONCRZTE BLOCIK OR CONCRETE, Guardrails and handrailsd 200i TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potential b HEADER d, FAINEL5 ATTACHEP TO MASONRY OR Guardrails In-fill componentsf 50' MA5ONRY/`5TUGC.O 54ALL W ATTAC-f HlW U51N& Passenger vehicle garages" 50a Negligible Moderate Severe ALLOWABLE VIERATION-4MI5TANT ANC4­lOR5 HAMNIS AN Rooms other than sleeping 40 ULTIMATE KITHDRA AL GAPAGITY OF NOT ISS rooms BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE h Si tJCTj j L MEMBER QEFLEMON THAN 11"0 I"IOI.INt�- Sleeping rooms 30 NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 fairs 4V Rafters having slopes greater than �y 7 . 1 3 . 2 0 2 3 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/12 with no finished Ceiling L/180 EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500` tta(.hed to rafters SCALE AS NOTED SIMPSON 1-1/4"WIDE 20 GA. BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL Intel for walls and partitions H/180 METAL STRAP @ EACH STUD 2'500 2,500 2,500a W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER Floors and plastered ceilings L/360 NAIL SHEATHING TO SILL PLATE _ Il l- er structural members L/240 x S NAILS T 4"O.C. FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEA THE a f a f 2x 6 SILL PLATE ACO TREATED 2,500 2,500 2,550''' 5/8"x 12"ANCHOR BOLTS @6'-0"O.C. AND GARAGE FLOOR SLABS Exterior walls with plaster or H/360 NE r W/FENDER WASHER stucco finish FOR SI 1 POUND PER SQUARE INCH=6 585 kPa Exterior walls-wind loadsa with L./240 * v r a Strength at 28 days psi finishes lr b See Table th-I1)rtrwethat is g subject to brittle f nish es c Concrete m these a-rd that is subtest to freezing and by Val during construction shall be-than ce nt or in m than re with Footnote tl brittle I[ a3[ �r d Se Sect shall 0 2for a maximum Total air content(percent by volume of wncrete)shall be not less than 5 percent or mare than 7 percent A- eSee Section 8402 2 for maximum cemenhtrous matenals Content TYPICALSHEAR CONNECTION CRITICAL PATH a For garage floorsmhasteel-f-ledhntsh,mductonofthetoWairwntent(percentbyvolumeofconcrete)tomtlessthan3percentispeimatedifthespecifedstrengthofthemncreteismcreasedtonotlessthan4000psi Exterior walls-wind loads"' with L/120 `rF�A 77006 flexible finishes '�oFEssIoNP JOAN CHAMBERS (631 )294-4214 3.. OCTOBER 20 , 2022 —7'-6z 32'-104 7'-61 ,4 LITNER RESIDENCE 1025 NORTH SEA DRIVE SOUTHOLD NY EXISTING DECK TO REMAIN -- DECK =-- EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-4- 12 ZONE R-40 PROPOSED: 425 SQ.FT. ONE STORY ADDITION IN FOOTPRINT OF EXISTING DECK. 60 SQ.FT. OF NEW DECK. 168 SQ.FT. OF INTERIOR RENOVATION. ' N EXIST. Q LIVING ROOM DINING ROOM -- -- EXIST. LIVING ROOM DINING ROOM FIREPLACE in CATH.CEILING CATH. CEILING EXIST. DECK FIREPLACE CATH CEILING NO CHANGES Z O , Y U LU LU SPIRAL STAIRS SPIRAL STAIRS z GENERAL NOTES UTILITIES TO 2ND FLOOR c0 !V `�� NEW DECK EXIST. TO 2ND FLOOR W) CL( REMOVE X ' REMOVE WALL -ADD ((21-3/4"x14"LVL W NEW RAILING ro ` 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. — _ -ER1=EEAM= — — — — ___— MATCH HEIGHT __ — — — 'IS=I A,= — — — — State, County and Town Department Regulations, Utility Company requirements and MATCH EXISTING GHT W KITCHEN BEAM CH HEI / 12'_3•' NEW 3-1/2'x3-1/2" best trade practises. 1 — CEIL. — I STEEL COL.T°SOLID 2. Before p ommencing work the Contractor shall file all documents required by the 2 CLOSET (— FRAMIfIG BELOW EN CLOSET B EXIST.WAL EXIST.WALL EXIST.WALL ANGES ---""---- I" TO REMAIN TO REMAIN Building Department, pay all fees required by local agencies and obtain all required . o permits. I' • •' I 1-3/4"%11-1/2"LVL HEADER 7Y P. Ll EXIST.WALL ( REMOVE Ewsr, 3. The Contractor shall visit the site and verifyall dimensions and the existing S - '-- I TO REMAIN I I W&D S g CLOSET KITCHEN --- -- -- NEW 2x4 @ 16"OC INT. PARTITION KITCHEN conditions affecting the work prior to construction. Any discrepancies which would CEIL I i NO CHANGES + ; BEDROOM #1 ADD WALL interfere with the satisfactory completetion of the work described herein shall be I' I a-o CEIL I _ '_ Z'_8" 3' 1' reported to the architect or property owner. Do not start work until such conditions BATHROOM #, I r W&D BATHROOM #1 have been examined and a course of action mutually agreed upon. Failure to notify 8'-0" CEIL. o the owner or architect of unsatisfactory conditions will be construed as an acceptance J•' 2X8 RAFTERS @ 16"OC �� I I 'E 3' I WALK-IN p 3 CATH. CEILING CLOSET TORAGE of the conditions to properly perform the required work. z'-s" 7'-0" ,z'-z-" 4. All work is to conform to the drawings and specifications of the architect and 4 I-IARDWOOD FLOORIN�', •_�.'. 'r i I',' „',, ( EXIST.JWAO g p - POCKET Y' , ,• i 1OLINEN TO REengineer consultants. •',,;,': I s'-D" CEIL. 5. The Contractor is to maintain a complete and up to date set of plans on the ',I :,i: ,. .-.' ,i'. ', •' '' �•O —_- ______ 8'-0 site + O BEDROOM A 6b The adrawintimes are not to be scaled under any circumstances. EXIST. EXIST. +r. I a O HARDWOOD FLOORING , HALLWAY CATH. CEIL 7. It shall be the Contractor's m HARDWOOD FLOORING responsibility to ascertain all prevailing procedures o I —_--_... including storage and toilet facilities,protection of existing work to remain,access to ' EXISTING DECK TO REMAIN s-o'VANITY work area, hours of permitted work,availability of water and electric power and all L_ LL — - other conditions and restrictions for this particular location in order to execute the L 3 a LI-I-LLL work In a careful and orderly manner with the least possible disturbance to the public. •a ''.''"•' I'. °,,;.;'f;`,`;,` ' ' ------ ----------- ----- ---- — --- -- --- -- --- ��P ° s R L�_LL LLLLLL LLLLL the neccesary arrangements to utilities and services 8 The Contractor shall make tem oraril disconnected while + e p y performing the work as required. L�-i�LLLLLLLLLLLL_ _ IZLLBATHROOM.LLLI_L _ I 9. The Contractor shall provide all dimensions and cut-outs for other trades. CATH.cEll_ ( 10. The Contractor shall provide proper shoring and bracing for all remaining structure LLLLLLL IuLL LLLLi _ I ` ,� f„ prior to removal of existing structure. o o ti LLLLLLLIV ± CELLiI`tE LLLLL �/I (IrC� L Lt _IQ I N L L�_L L 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed L LN L s-o"rue L �1 L I srnl.�'-'� persons who shall arrange for and obtain all required inspections. The General �(�L �e Contractor shall be responsible for scheduling all other inspections as required. + I 4 2 3 m J7 12. The Contractor is solely responsible for construction safety and shall hold the J ,�••;° I " — — — — — — — — —— — — — — — — — — — I gout of the Contractors failure to 01 owner and architect harmless from litigation arising 2 4 4 provide construction safety means and methods. CONSTRUCTION NOTES + ' EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - � copper termite sheild. O — — —O — — — — —O 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance + ( I I with the New York State Building Code and manufacturers specifications. .! 2X10 RIM JOISTS TYP. 2X10 RIM JOISTS NP. (22 2x10 GIRDERS ANCHORED TO a I (2> 2X10 GIRDERS ANCHORED TO a I 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 14" DIA COLIC. PIERS TO 36'• BELOW GRADE I I 14" DIA COLIC. PIERS TO 36" BELOW GRADE I I �'' on by an engineer and certificates shall be issued stating same. up 6. Unless otherwise noted all framing and structural wood components shall be o I I q I I #2 or better Douglas Fir. I U O o I I o I ( 7. All framing techniques and methods shall be as prescriptive design based on EXISTING DECK TO REMAIN i I AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy I I I Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and _ _ _ _ _ _ ru — — —O — — — — + I between the top story and roof space. I — — — — — I I I 10. Protective panels shall be provided for glazed openings in accordance with EXISTING PILING EXISTING PILINGS NYS code R301.2.1.2 If they are required. . ' - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - I 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. I I I I I I I I I I I GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 o I WIND SPEED 130 MPH ° I I o Z I I SEISMIC DESIGN CATATGORY B E.KIST. O a EXISTING EXIST. ° MASONRY Z I Z w I I MASONRY F I ( I WEATHERING SEVERE w I X o �7 9 X I I I FROST LINE DEPTH 36" 6X8 POSTS TYP TERMITE THREAT MODERATE TO HEAVY Z w o �. _ _ _ sxa PCSTS TYP. Z Z I DECAY — —� SLIGHT TO MODERATE o ° NEw (z 2x12 Aco GIRDER II J I I 2 I I WINTER DESIGN TEMPERATURE 1 1 Z ANCHORED TO 14'DIA. I I I Cr I I FLOOD HAZARD AS NOTED CON. PIERS. Exlsr I wr NEW DECK Exlsr. II I O Y O - y0 O I ABOVE C, UTILITY SHED , Ow I U UTILITY£HED O W IABOVE - - - - - - - - - "' - - - - - - _ _ - - - - - — � - - - - - - - - - `� - - - - - - - - - - - - - - - - - 2X12 ACO LEDGER N ZD - „•' ( 1 I �— —EXISTING PILINGS wF SCREWEn TO HOUSE I EXIST, &PILINGS �— G' FRAMIf'. p 12.-3" I X i FOUNDATION & FLOOR PLANS 24.. -6" 6q-— J Z W NEW L ABOVE— —— X I I �• �' 1' / I NEW 3X12 ACO GIRDER ON NEW 14"DIA COLIC.PIERS Iw I0 w I I 311 0 ° IX I I I I JII 10 I I NE IJ - - - - - - - - - - - - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - - - - - - — — — — — — — II II (_I, 'I{ . ,• I \L —EXISTING PILINGS AGI yIl (\/�/� r EXIST BEAMS& PILINGS 0— — — �.L - - - - - - — — — — — — � I r NEW PIER SEXIST. PIER f' ', XIST. PIER EXIST. PIER NEW PIER EXIST. PIER - - - - - - - - - - - -r N¢ 3, 3 LOVE EXSTDER ADD NEW 3X32 ACO 1 �- 77006 24,. _44., _6Z,. _84.. 12., 24., 'r P REMOVE EXISTING ( 'r"O�C JJ�O� o s G DECK EXISTING DECK TO REMAIN EXISTING DEC TO REMAIN i'` •,J, I EXIST. PIER J II - - - - - - - - - - -- - - - - - - - � - -I - - - - - - - - - - - - - - - - - - - —I - - - - - - - — - - — — - - - - - - - — II X � I res,.' 4''',, V ,� \ /// I NEW 3X12 ACC GIRDER ON NEW 14" DIA CONC. PIERS ��°• �/ 1AR 24" -14" -24" -24" -2" 24" permits drafting, expediting -, JOAN CHAMBERS PO BOX 49 EXISTING FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN 631-29 NY 11971 631-294--4241 WINDOW SCHEDULE \• c: TYPE RO NOTES NEW OANDERSON 400 SERIES (3) CXW CASEMENTS 3'-0-1/2"x5'-0-3/8 EA. WHITE W/ SCREENS ANDERSON 400 SERIES X NEW O C13 CASEMENT 2'-0-5/8"x3'-0-1/2" WHITE W/ SCREENS �} NEW 3 ANDERSON 400 SERIES 6'-0"x5'-0" RO TEMPERED GLASS EXISTING DECK TO REMAIN O G 65 SLIDING WIND. WHITE W/SCREENS NEW ® ANDERSON A 3535 VERIFY ON SITE 2ND FL BEDRM. AWNING 3'-5-3/8"x3'-5-1/4" O ANDERSON 400 SERIES 2'-0-5/8"x4'-0-1/2" EXIST. C 14 CASEMENT LTV. RM SOUTHWEST a� ' T ANDERSON 400 SERIES 0 EXIST. © CXW24 CASEMENTS 6'-0-1/8"x4'-0-1/2" 2ND FL. BEDRM. /+\ EXIST. O ANDERSON 400 SERIES 6'-0-1/8"x4--0-1/2" 2ND FL. BEDRM. CXW24 CASEMENTS 1ANDERSON 400 SERIES G F E EXIST. ® C13 CASEMENT 2'-0-5/8"x3'-0-1/2" BATHROOM -H ANDERSON 400 SERIES "— EXIST. O C13 CASEMENT 2'-0-5/8"x3'-0-1/2" KITCHEN EXIST. EXIST. EXIST. ANDERSON 400 SERIES 2'-11-15/16"x6'-0-3/8" KITCHEN EXIST. 0 PA 3060 FIXED/AWNING (u ANDERSON 40 ERIE 3'-4-15/16"x6'-0-3/8" 2ND FL. BEDROOM EXIST. PA 3560 FIXED/AWNING �J x ANDERSON CUSTOM L(' EXIST. FIXED GLASS DINING RM. ANDERSON 400 SERIES 8'-0"x4'-0" EST. DINING RM. EXIST. CASEMENT/PICTURE I I I I I W D I EXIST. FIREPLACE z DOOR SCHEDULE EXIST. DECK L — _ _J L - - I Q LIVING ROOM DINING ROOM � TYPE UNIT NOTES CATH. CEILING NO CHANGES O NEWQ� EXTFULL DOOR LITE 2'-6"x6'-8" PROVIDE HINGED SCREEN YNEW WITH SCREENS _ o © ANDERSON 200 SERIES 6'-0-3/4"x PS61611R 6'-10-7/8" HARDWARE - OWNER'S CHOICE EXIST. C3 SPIRAL STAIRS x O EXTERIORXMETAL. SOUTHWEST UTILITY SHED EXIST. C Q T0N -NEW DECK EXIST. TO 2ND FLOOR w x 3'-0"X6'-8" HALF GLASS W/ UTILITY CLOSET w EXIST. D EXTERIOR ENTRY DOOR STORM/SCREEN DOOR NEW RAILING TO REMOVE WALL - ADD (2) 1-3/4"x14" LVL 27 EXISTING — — — MATCH HEIGHT W/ KITCHEN BEAM — — — — - 'x '- - — — — 8'-0" CEIL. NEW 3-1/2 x3-1/z" EXIST. SLID. GL. DR. DINING ROOM O 12'-3" O 8'-0"x6'-8" STEEL COL. TO SOLID �— — — — — — — — FRAMING BELOW EXIST. CLOSET EXIST. F SLID. GL. DR. LIVING ROOM B EXIST. WALL EXIST. WALL NO CHANGES EXIST. WALL _ 1 8'- "X6'-$" TO REMAIN x EXIST. LIVING ROOM TO REMAIN .._.__. _........ ..... w SLID. GL. DR. 1-3/4"x11-1/2" LVL HEADER TYP. EXIST. WALL `:. REMOVE EXIST. TO REMAIN W&D S NEW 2X4 @ 16" OC INT. PARTITION CLOSET KITCHEN I NO CHANGES O ADD WALL BATHROOM #1 2X8 RAFTERS @ 16" OC rvEarmau aooa n ` > I WALK-IN ( CATH. CEILING I I wnreanc„Trusn rm 1HAR WOODCLOSETFLOORINt TORAGE I w EXIST. L POC ET & DR (OLINEN TO REMAIN I� \ 8'-0” CEIL. v EXIST. (EXIST) / \ — 8'-O_CEIL. BATH a)) / \ \ ry o 1 I BEDROOM I HALLWAY a O 8 9 I I \1 HARDWOOD FLOORING I I CATH. CEIL r�Mr,U Q N I I ih „ HARDWOOD FLOORING / wATEa EXISTING DECK TO REMAIN 6'-0" VANITY rl r IBATH#1 1 KITCHEN BATH#3 I0 0 (EXIST.) /' J (EXIST) Lp � I P z 12'-5" \QJ -10 0 Ak SIR () - z BATHROOM w CATH. CEIL. co U CERAMIC TILE I �I 77 t 3:Q ww I- 0N - 0 Q NYu an�noau 9TTMDMNo RVU 6•-0" TUBExrscrp.µ" -1- IAc o I n)EXIST SEPi1L SYSTEM O PLUMBING RISER DIAGRAM ( 2 EXIST. HOUSE ADDITION3 J - - - -- - - - - - - - z i 14'-Oz., ,-7 •. '-7 .•_ 25'-3" Lo I 1 C) ® CV o PROPOSED FIRST FLOOR PLAN C) o 1 /4" = V-0" 7. 13.2 3 r' EXIST. WINDOW EXISTING BEDROOM ASPALT/FIBERGLASS SHINGLES TO MATCH EXIST. ROOFING FELT 1/2" CDX PLYWD. 2X8 @ 16" OC ROOF RAFTERS R-28 INSULATION W/ BAFFLES. 1/2" GYP. BD. @ CEILING. HALLWAY FASCIA AND SOFFIT DETAILS TO MATCH EXIST. VENT SOFFIT 4" ALUM. GUTTERS TO LEADERS & DRYWELL. FULL FLOOR YOXT.E oR VERTICAL CEDAR SIDING TO MATCH EXIST. 0 o TYVEK HOUSE WRAP OR EQUIVALENT PLAN LIVING ROOM WALK-IN CLOSET BATHROOM o0 1/2" PLYWD. SHEATHING 2X4 @ 16" OC EXTERIOR WALL R-15 INSULATION 7 . 13 . 2023 1/2" GYP. BD. INTERIOR. FINISHED HARDWOOD FLOORING TO MATCH EXIST. 3/4" PLYWD. SUBFLOOR SCALE AS NOTED 2X12 @ 16" OC FLOOR JOISTS FIN. FL TO ALIGN W/ EXIST. R-38 INSUL. 3/4" MARINE GRADE PLYWD. @ OUTSIDE OF JOISTS. EXISTING DECK & EXISTING HOUSE & NEW 3X12 ACQ GIRDER DECK STRUCTURE HOUSE STRUCTURE ON 14" DIA CONC. PIERS NO CHANGES NO CHANGES I I I I I I I I I NE L_ J I r 1 I— —I L_ __J � Z 77006 '�OFESSIONP SECTION # 1 JOAN CHAMBER (631)294-4214 j WINDOW SCHEDULE TYPE RO NOTES ",.; „•. NEW OANDERSON 400 SERIES (3) CXW CASEMENTS 3'-0-1/2"x5'-0-3/8 EA. WHITE W/ SCREENS ANDERSON 4 'J 1/2' :. '..:.a.. Q} 00 SERIES NEW O 2'-0-5/8"x3'-0- WHITE W/ SCREENS C13 CASEMENT NEW OANDERSON 400 SERIES 6'-0"x5'-0" RO WHITE W/SCREENS X G 65 SLIDING WIND. NEW ® ANDERSON A 3535 VERIFY ON SITE 2ND FL BEDRM. AWNING 3'-5-3/8"x3'-5-1/4" ,. ..' EXIST. O ANDERSON 400 SERIES 2'-0-5/8"x4'-0-1/2" LIV. RM SOUTHWEST C 14 CASEMENT EXIST. ANDERSON 400 SERIES 6 CXW24 CASEMENTS 6'-0-1/8"x4'-0-1/2" 2ND FL. BEDRM. O TOP OF EXIST. ROOF EXIST. ANDERSON 400 SERIES 6'-0-1/8"x4'-0-1/2" 2ND FL. BEDRM. TV CXW24 CASEMENTS ANDERSON 400 SERIES EXIST. ® C13 CASEMENT 2'-0-5/8"x3'-0-1/2" BATHROOM ANDERSON 400 SERIES EXIST. O C13 CASEMENT 2'-0-5/8"x3'-0-1/2" KITCHEN W..... ANDERSON 400 SERIES �+�— EXISTING ROOF- NO CHANGES EXIST. PA 3060 FIXED/AWNING 2'-1 1-15/16"x6'-0-3/8" KITCHEN — ANDERSON 400 SERIES EXIST. PA 3560 FIXED/AWNING 3'-4-15/16"x6'-0-3/8" 2ND FL. BEDROOM 5... ANDERSON CUSTOM EXIST. FIXED GLASS DINING RM. ANDERSON 400 SERIES • ,, EXIST. � CASEMENT/PICTURE 8'-0"x4'-0" EST. DINING RM. —EXISTING SKYL GHTS ;• TOP OF NEW ROOF DOOR SCHEDULE f; ' r TYPE UNIT NOTES FULL LITE PROVIDE HINGED SCREEN c� NEW EXT. DOOR 2'-6"x6'-8" �i NEW © PS6161OR 200 SERIES 66;_00-7/8x, HARDWARE - OWNER'S CHOICE WITH SCREENS NEW ADDITION �, '.• ';,:!,' , ' UTILITY (2) 2'-6"x6'-8" FLUSH PANEL SHED EXIST. © EXTERIOR METAL. SOUTHWEST UTILITY SHED 3'-0"x6'-8" HALF GLASS W/ R ENTRY DOOR STORM/SCREEN DOOR EXIST. EXTERIOR EXIST. EXIST. EXIST. -0„x6,- Q EXISTING DECK & OO EXIST. DE SLID. GL. DR. DINING ROOM RAILING NO CHANGES 8'-0"x6'-8.. EXIST. OF SLID. GL. DR. LIVING ROOM ?`f['%4 r'y,i ,'' 8'-0"x6'-8" LIVING ROOM O EXIST. '4� �y. '" '. ., � SLID. 13.2' GL. DR. 11 1 IL TOP OF EXIST. FIN. FLOOR ,TO ,OF EXIST. DECK EXIST. DECK EXISTING DECK NEW DECK EXISTING GRADE AS PER SURVEY BY 9.0' EXISTING LATTICE @ DECK SKIRT LATTICE 9.01 EXISTING GRADE AS PER SURVEY BY 'r�',t PECONIC SURVEYORS JUNE 5, 2023 PECONIC SURVEYORS JUNE 5, 2023 NORTHWEST ELEVATION ( WATERSIDE - FRONT ) 1 /4” = V-0" 7. 13 2 3 uiui j V J ; ` TOP OF EXIST. ROOF `' ' EXISTING ROOF- NO CHANGES Lo o C) o EXIST. \\ �XIST. \\ TOP OF NEW ROOF ROOF ;a,i •'� ?'il ASP ALT S INGLES LL r , v EXIST. EXIST. EXTERIOR OR EXISTING DECK & RAILING NO CHANGES E L EVAT I O N VERTICAL SIDING TO MATCH EXISTING ,? NE 7 . 13 . 2 0 2 3 jGa•; 13.2' 13 0' o 'Plj� SCALE AS NOTED TOP OF EXIST. FIN. FLOOR TOP OF EXIST. DECK EXIST. DECK n 9.0' 9.0' EXISTING GRADE AS PER SURVEY BY EXISTING GRADE AS PER SURVEY BY �`� 77006 PECONIC SURVEYORS JUNE 5, 2023 LATTICE LATTICE PECONIC SURVEYORS JUNE 5, 2023 ESSION�� 3 SOUTH EAST ELEVATION ( REAR ) 1 /4" = 1'-0" 7. 13.2 3 JOAN CHAMBER (631)294-4214 y :.. cy Al rig,'I 11111 1- cyTOP OF EXIST. ROOF 4 i' 4- Arl (n i' iJ .h r l•I�� ' , r 1 EXIST. HOUSE '� I EXIST. TOP OF NEW ROOF EXIST. NEW ROOF @ ADDITION / \ ASPHALT/FIBERGLASS ;! T SHINGLES TO MATCH EXIST. I EXIST. EXIST./ / \ NEW I ADDITION EXIST. \ ' EXISTING DECK & \ / r I v RAILING NO CHANGES . 13.2' \ 13.0'Jill o ' TOP OF EXIST. FIN. FLOOR - - - TOP OF EXIST. DECK 9.0' 9.0' ' EXISTING GRADE AS PER SURVEY BY EXISTING GRADE AS PER SURVEY BY PECONIC SURVEYORS JUNE 5, 2023 LATTICE OVER PIERS EXISTING LATTICE @ DECK SKIRT PECONIC SURVEYORS JUNE 5, 2023 NORTH EAST ELEVATION ( SIDE ) 1 /4" = V-0" 7. 13.2 3 j. uj Tt I' t:,�'1,,1'�'1.11+ �'.I;•"�I rn?'1, Y�. ^r.,r�'� I ' �,�",I; �,�' ' r• " 1, '" ,. .. TOP OF EXIST. ROOF �L�1i 1.4'111.4'•d���'� :�,�' it EXISTING HOUSE BEYOND ' n V/ � O o TOP OF NEW ROOF Y — NEW ROOF OVER ADDITION- EXIST. DITION EXIST. SHED BEYOND t d N EXIST. EXISTING CHIMNEY /EXIST. / EXTERIOR J NEW ADDITION 13. \\ /' 13.2' ELEVATION TOP OF EXIST. DECK TOP OF EXIST. FIN. FLOOR { ' EXIST. DECK NEW DECK / . 1 3 . 2 O 2 3 9.0' 9.0' NE ' EXISTING GRADE AS PER SURVEY BY EXISTING GRADE AS PER SURVEY BY PECONIC SURVEYORS JUNE 5, 2023 LATTICE OVER PIERS PECONIC SURVEYORS JUNE 5, 2023 ,p�'�� SCALE AS NOTED 11 SOUTH WEST ELEVATION ( SIDE ) 7006 1 /4" = V-0" 7. 13.2 3 SSION j�4'r_ll"}•�'? IST i, I, JOAN CHAMBER (631)294-4214