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HomeMy WebLinkAboutTR-10920 Glenn Goldsmith,President o�QS�FFU(KCOG Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 Eric Sepenoski y z P.O. Box 1179 Liz Gillooly " Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed Project complete, compliance inspection Glenn Goldsmith,President O�0S1�FF0('�-`OG Town Hall Annex A.Nicholas Krupski,Vice President �� y,� 54375 Route 25 Eric Sepenoski y a P.O.Box 1179 Liz Gillooly 0 P" Southold,NY 11971 Joseph Finora y,�o ,apl�r� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Douglas & Leslie Hirsch TO: Please be advised that your application has been reviewed by this Board at the regular meeting of February 11, 2026 and your application has been approved pending the completion of the following items checked off below. X Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) X Final Inspection Fee, ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 3bo TOTAL FEES DUE: $ 50.00 r BY: Glenn Goldsmith, President l Board of Trustees M •a°°°0°004e el'ilI/> :` .''?e�gp140,0e r6o0r/��� q,Q11°8°°i'0'IC%ji.. ...'... l°°°°pl°I°'0°Oi�mg.,,. ..`°a,�141e ,i',���®° i ,. 1a�1°1ep 9riri��S d°I°°I! r,'i°IB��. .,....Yqkq&K s5gq", ,%.Kk.... ....... ..N.l.d_.. -.:-_4•..sn.. ,,.,.:".�...,.f, ,ia,i.. uF,,..,�i ;a.e,.. a..t ..U.....,..� , ' iij�i9 "sr 3 aee9, : re _ °pb4 3. ii0'r r, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK rrr 1 PERMIT NO. 10920 DATE: JANUARY 14, 2026 ' es ISSUED TO: DOUGLAS & LESLIE HIRSCH f PROPERTY ADDRESS: 5028 NEW SUFFOLK AVENUE, MATTITUCK SCTM# 1000-115-10-2 4eoa61 -s f= elese, ,` r AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in -r accordance with the Resolution of the Board of Trustees meeting at the adopted held on January 14,2026 and £ `f p g i in consideration of application fee in the sum of$1,250.00 paid by Douglas&Leslie Hirsch and subject to the e Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits pope,; the following: -= Wetland Permit to remove 432sq.ft.wood deck,front entry stoop and trellis on(west)landward side of existing 1'/Z story dwelling with 15.1'x18.8' covered deck,remove 547sq.ft. deck and wood skirt wall on { ' r 4f (east)seaward side of dwelling; remove 88sq.ft. concrete slab for pool equipment; remove 95 linear feet y L of pool fencing, remove walkways,remove swimming pool; construct a 386sq.ft.front covered porch with entry stoop and overhang over new foundation; construct 748sq.ft. raised decking over grade on(west) ; °a;,oee landward side of pool with outdoor kitchen area and a±12' x f10.6' raised spa; for the ppe,e <` mechanical/generator area,excavate 58 cubic yards of fill,install a 116sq.ft.concrete slab, 13' long and 1a9,14 24.6' long foundation walls and steps down into area with 34 linear feet of perimeter screening consisting die/o° of concrete walls and wood fence; construct 222sq.ft.of stairs with outdoor shower and storage area on south facing side of deck; excavate 108 cubic yards of fill to construct a new 16'x40' raised gunite pool - # with 18" perimeter overflow trough over the footprint of existing pool,extending 59"to the west; install ' 81 linear feet of 6' high pool fencing with gates; and install new leaders to existing drywells; with the ;es conditions to establish and perpetually a vegetated non-turf buffer from the wetland line to top of bank pepNe gE vegetated with native vegetation, remove switchgrass and miscanthus,pool to be a saltwater pool,and all ^^ lighting to be dark skies.compliant; and as depicted on the site plan prepared by London Architecture& Design, received on February 12,2026,and stamped approved on February 19,2026. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed Y and these presents to be subscribed by a majority of the said Board as of the day and year written above. E g 1 I OgU�FOj�- N oe x r . � ' N, k l y!'"l r,( I 1 '^1 Y/1 vT i ?s -,dil r '.I r^trJ7'2 C'�F•t'! -'Ys I ti.i. �7 r✓-77.1 ti i...If I .7[h'.'$r _ ✓`i�� ��. „.a �- G -.. � L. � '� / --:\� »Z� 1, � -.� �. 'vr T °9ii°a opep,pe° : :.::;. -!aei r1°0ssl.. .:` ,,,��:,ado�i,.,+•0n1 i_; °�iosie,0,10,°. si!ed�,�e4,a:� �r00°9°0 °1,ls,b - ee,4°i, 1i,° -tea•- _., .:r _` -. ... - . � -t _ _ ..:�..ri.,.' -....:fin' :.i5"1°, .xo,:r '•...n, .'._.... TERMS AND CONDITIONS The Permittee Douglas&Leslie Hirsch, 5028 New Suffolk Avenue Mattituck New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right 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 in real or personal property held or vested in a person not a party to the permit. I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I ISSUE DATE: SO SUBMITTAL 06 0925.23 SD SUBMTTAL 07 10:02.23 PERMIT SET 01 10.01.25 SPECIAL PROVISIONS PERMIT SET 02 0 2.09.26 PROJECT DATA Division 1-General Conditions TABLE R301.2 Division 0.BID AND CONTRACT REQUIREMENTS REVISIONS: _ 1:SUMMARY OF WORK Wind 1: INSTRUCTIONS TO BIDDERS The Contractor shall include and provide for all labor,materials,equipment,transportation,taxes,etc.necessary or GROUND SEISMIC Bid prices tendered shall reflect the inclusion of everything necessary or proper for performing and completing reasonably incidental to the proper completion of the entire project unless specifically noted as being the responsibility of SNOW DESIGN the work required as described by these Plans and Specifications.Anything omitted there-from which is Others.Materials,equipment,and workmanship shall be new and of the best of their respective kind unless otherwise LOAD SPEED(mph) CATEGORY necessary for the Completion of the work or its appurtenances shall be considered a portion of the work although noted.The Contractor will be solely responsible to execute all work in such a manner as to protect the safety of the 25 psf 130 B not directly specified or shown in these Plans and Specifications. workers and the public.Any damage or disruption to preexisting surfaces,areas,and/or structures resulting from - Construction shall be repaired to original Condition by Contractor. SUBJECT TO DAMAGE FROM In each case where in specific Manufacturer is mentioned in these Plans and Specifications the Bidder shall Weathering Frost Line Depth Termite Decay base the Bid accordingly. the Bidder elects i substitute similar product for consideration the Bidder must The Contractor shall be responsible for all work including that of his Sub-Contractors. provide bath the Owner accordingly, the Architect with specifications and/or samples,and the cost differential of the substitute for approval. All dimensions and grade conditions to be verified by the Contractor prior to commencement of the work and ordering of Severe 36" Heavy To Moderate Moderate To Slight materials. Winter Design lee Shield Underla Flcod Air Freezing mp yment Hazards Index 2: AGREEMENT FORMS Te The Contractor will be required to execute a written Contract with the Owner. The Contractor shall at all times keep the premises reasonably clean and free from accumulation of waste materials and Requirement The Contractor shall indicate the Completion Date for this project and will be responsible for fulfilling the terms of rubbish. i l None None 599 the Contract by that date. At the completion of the work the Contractor must remove all waste materials,rubbish,implements,and surplus materials, ExrosuRE: a uaaaN,woao6o Elleaving the site and the building clean. Exposed and accessible surfaces to be wiped clean,floors to be waxed and (R301.2.1.4) C OPEN,COASTAL IN The Contractor shall unconditionally Guarantee all workmanship and construction for a period of one(1)year polished as specified and all glass and mirrors to be cleaned and polished.All hardware,mechanisms,and systems,shall from the date of issuance of the Certificate of Occupancy.There shall be a two(2)year Guarantee on all be Correctly adjusted to provide for proper operation with all appropriate Operation and Maintenance manuals provided for SOIL: heating,ventilation,air Conditioning,plumbing,and electrical systems including workmanship,equipment,and Owner. materials.There shall also be a six(6)year Guarantee an°material defects°.The Contractor shall supply the CLASS(CLAYEYSAND) BEARING CAPACITY 2000 psf Owner with all the Guarantees noted above upon Completion of the work and shall replace any defective work 2:ALLOWANCES BLDG: without any expense to the Owner and pay for all damage to other parts of the building Caused by the repair. Where applicable unit price,stipulated sum,or other form of pricing may be tendered by the Contractor in order to FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf The Contractor shall replace defective work within ninety(90)days of being notified of the defect. Complete a Bid and shall be clearly identified. ROOF DEAD LOAD 10 psf ROOF LIVE LOAD PO psf 3:INSURANCE 3: COORDINATION The Architect is available to the Owner and Contractor for consultation regarding the intent of these Plans and TABLE R301.5 The Contractor shall Carry Workmen's Compensation Insurance,Public Liability Insurance and any other form of Specifications and any deviation from them shall be reported to the Architect for consideration,in writing,prior to USE LWE LOADS Insurance as required by law and/or as agreed upon with the Owner.The Contractor must review his Policies Commencement of the work.Final decisions to accept nonconforming work or changes with respect to these Plans and and the Coverage Limits of those Policies with the Owner and if necessary modify those Policies to satisfy the Specifications shall be the responsibility of the Owner. ATTICS WITH LIMITED STORAGE 20 Owner. ATTIC WITHOUT STORAGE 10 - The Owner shall not be liable or responsible for any accident,injury,loss,or damage happening or occurring DO NOT SCALE DRAWINGS.DIMENSIONS GOVERN OVER SCALE.ANY QUESTIONS AND/OR DECKS 40 during the term of the performance of the work herein referred to,and in connection therewith to persons,and/ DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN THE EXTERIOR BALCONIES 60 REDUCE SCALE BY 50% Cr property.The Contractor shall fully Indemnify and protect the Owner and his Agents,including the Architect, FORM OF A WRITTEN RFI PRIOR TO CONSTRUCTION COMMENCING. FIRE ESCAPES 40 WHEN PRINTED AT 11 x17 his Consultants,and Employees,from and against the same,and agrees to save those Parties from every related expense,liability,and/or payment arising therefrom. Unauthorized alteration to these Plans and Specifications may be unlawful and may invalidate them,verify with )KAIL�a ZOO _ the Architects 8 Engineers.Any unauthorized use or alteration is a violation of the NYS Copyright law. - The Owner shall provide their own Property Damage,Fire,and other Insurances they deem necessary. These Plans and Specifications and Design are an Instrument of Bowles and are the property of the Architect. PASSENGER GARAGES TO ROOMS OTHERTHAN SLEEPING ROOMS 40 4:SITE SUPERVISION 4:REGULATORY REQUIREMENTS All construction,materials,and equipment shall conform to all State,County,and local zoning and building codes including M LOT, y!� The Contractor will provide a dedicated Foreman,whose sole responsibility will he the daily site any relevant Environmental regulations. b I AlHb r -'off supervision of their Employees and all Sub Contractors. d The Contractor shall execute all work in strict accordance to the specificatons and recommendations of all relevant Elevate0 garage nccia shall be rapa5le of supporting a 2,000.pound load applies Duero Regulatory Agencies including but not limited to:AC I,AISC,ANSI,APA,ASH RAE,ASTM,DECRR,FEMA,NFPA,NForPA, bg-square-iach area. and Underwriters Laboratories. No storage with mof slope not over 3 units in 12 unita. WASTE MANAGEMENT PLAN inelviaualadbad head,ctiang ,,ansigneo far 4Neuniformly nches.which.ed l ve load era IIImatra 03 ncenvatea loan aping over an area of 4 square inches,whimever pmaacea the erecter stresses. 9�F F I y� a. OF NE`t'l A single cancenvalea iaaa applies in any mreer n at any point along the top. 1: DEFINITIONS Athos constructed mthwood trusses shag Eedesigned in aac°m m anta with leon R802.10.1 Wood Materials I. ee Section Ill for decks,bathed to mteriorwalls. _ Construction Waste:Building d site improvement materials and other solid waste resulting from construction,remodeling, Drawing Legend: renovation or repair operations.an Construction waste includes packaging. Wood Scrap Less Than l appropriate In Length Demolition Waste:Building and site improvement materials resulting from demolition or selective demolition operations. Grind or chip into material apprapriale for mulch or erosion control --------: Well To Be Removed Wood Mare than 24" Wall To Remain Intent Pressure Treated Wood More Than 24",Plywood Sheathing Half Size or More,Particle Board Half Size or More NOTE:ALL WOOD MATERIAL THAT COMES IN CONTACT WITH Divert maximum Construction and demolition debris from disposal in landfills and incinerators.Redirect recyclable recovered CONCRETE SHALL BE PRESSURE-TREATED A.C.Q.TREATED LUMBER. New Wall resources back to the manufacturing process.Redirect reusable materials to appropriate sites. Noonation available[o"Habitat for Humanity" ® New CMU Foundation 2:ACHIEVEMENT plyood less than half size,pressure treated wood less than 24",particle board less than half size NOTE:THIS PROJECT WAS DESIGNED USING AND SHALL COMPLY New Foundation Wall WITH THE FOLLOWING CODES: Existing Foundation Contact'Habitat for Humanity of Suffolk'regarding construction waste acceptance directions. Gypsum Board -THE IBCC 2021 AND THE 2020 MECHANICAL,PLUMBING AND 9 www.habittsuffolk.org/restare.htm Clean pieces to be stacked on wood pallets and stored in a dry location for recycling,and/or reuse on-site or off-site. ELECTRICAL CODE FOR NYS. Exlg.CMU Foundation -THE 2018 IRC AND THE 2020 RESIDENTIAL CODE OF NYS - Select one of the approaches below to divert demolition waste from landfill. Clean Gypsum Board Less Than Half Size -THE 2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO -——————- Lines Above Grind scraps of clean gypsum board using small mobile chipper or hammer mill.Screen out paper after grinding. FAMILY DWELLINGS Approach One Use as inorganic soil amendment ------------ Unes Below Collect commingled demolition waste to be sorted by a recycling facility.Reports of the diverted contents of the demolition Clean Gypsum Board Half Size or Larger NOTE:TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL --------- Centertine debris are required to be provided by the recycling facility and submitted to architect. Donation available to"Habitat for Humanity" JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN moisture-damaged Approach Two OistureEamaged gypsum board COMPLIANCE WITH THE 2020 ECCC OF NYS. --------- Boundary Sort demolition waste on site by applying the directions below. 6:EXECUTION AND IMPLEMENTATION: tot Door Tag 3:SORT DEMOLITION WASTE Implement waste management plan as approved by Stelle Architects and Owner.Provide handling containers,storage,signage, NO. SHEET NAME 1g1 Window Tag Transportation,and other items as required to implement waste arrangement plan during the enfire duration of the Contract The materials each source-separated Container at the collection center have value or significantly reduced disposal cost Assign a Waste Management Coordinator to be responsible for implemenfing,monitoring and reporting status of the plan. Y Section X, I only if Contamination is Controlled.Materials should be seperaletl as listed. Sheet A-XXX Demolition Waste By Category Train workers,subcontractors,and suppliers on properwaste management procedures.Distribute waste management plan To entities A-001.1_ LAN XX/X_XXX ScrapMetal" before they begin work on-site.Review plan procedures and locations established for salvage,recycling and disposal A-001.2 - ou (banding,stud trim,ductwork,piping,mbar,roofing,other thin,steel,iron,galvanized sheet A-002 x Detail Tag ferrous- s and non-fenous metals Provide Site Access and Temporary Controls:Conduct waste management operations to ensure minimum interference with roads, walks, t tree ,was, steel,stainless steel,aluminum,copper,zinc,lead,brass,and bronze) s walkways,etc. empty metal conta ners Designate a specific area on The construction site for segregated or commingled collection of the materials as following but not limited A-103 xD Elevation Tag x Wood to: A-104 solitl-sawn lumber 1-Metal 2-Woad 3-Cardboard 4-Drywall' 5-Concreto 6-Asphalt A-105 x 7-Unrecoverable mind construction waste 8-Commingled recyclable containers .. :I:1 %I:U=VAI IONS % No: %x% Interior Elevation Tag plywood,painted,primed,stained aroressure-treated wood,cement-coated foundation form boards Avoid contamination of materials.Recycling and waste bin areas are to be kept neat,and clean,and clearly marked. A-200 G all, particle boats 'Until further facilities are provided provi A-201 x Gypsum Board' A-202 stare in dry location remove nails or screws,comerbead to be recycled w/metal 7.RECORD KEEPING A-203 mot Keep records by way of a simple 3 ring binder with records,Calculations on end-of-project recycling rates,salvage rates,and landfill stare damaged gypsum A-301 _ L O N D O N rates item zed by waste material demonstrating the amount of demolition waste was recycled or salvaged and diverted from landfill.It Unrecoverable Mized Demolition Waste will on us to Complete construction the waste management diversion summary for LEER ceNfication and serve as a record of our ' ARCHITECTURE+DESIGN treated wood,plywood,roofing paper waste,cement—ated foundation form boards and sheathing joined effort in making this a green project E-100 No: Keep track of quantities and types of materials recovered and discarded b usingtables 1&table 2 attached to end of this document. PO BOX 1362 - hazardous materials,solvents,paint censrouckef,automotive lubricants, List salvaged materials To be reused. y S-100 BRIDGEHAMPTON NY 11932 List salvaged Materials for Sale:Include list of names,addresses,telephone numbers whom to be sold. S-101 Muniecycl1ple Solid Waste List salvo ed materials for donation:Include list of names,addresses and telephone numbers whom to be donated. non-recyclable plastic,stretch wrap,cement bags with plastic liners,pan-paper food packaging,stymfoam, Indicate how and where materials will be recycled:Include type of recycled materials each will accept,names,addresses and TELEPHONE:631 8076378 ax-coated cardboard,trash from an-site workers No: telephone numbers. hazardous materials Iacicate how and where materials will be disposed of.Include name,address,and telephone number of each landfill and incinerator E-MAILIL®tARCMGMLCOM Until further facilities are provided Hauling and transportation procedures:Provide a description of transportation of the recyclable materials. !t/ *Metals Can be old CONTACT INFORMATION re sold back to Gershow Recycling Facility .com 8:SUGGESTED RECYCLING AND HAULING FACILITIES COMATION . FE MLJJ;7] Salvage Demolition Waste Habitat for Humanity of Suffolk:They accept donations of any construction waste and salvaged demolition waste materials like; r�1-Cleansalvaged items. plumbing and electrical fixtures,windows and doors,appliances,etc. II,Lf�j'2-StoreItems masecure area until installation on site or transportation. www.habitafuffolk.org/restore.hlin 3-Protect items from damage during transport and storage. Tel:521 7789 Address:2111 Lakeland Ave.Ronkokoma,NY 117794:RECYCLE WASTE USED BY ONSITE WORKERS Crown Rec clip Facili The sort out and roc cle all tlemolition waste into,metal an HIRSCH Y 9 ty: r Y ( y type of metal),seep wood,concrete,asphalt, 5028 NEW SUFFOLKAVMetal,Plastic,Glass cardboard.They also provide reports of diverted materials from landfills.beverage Containers-aluminum,plastic#1 and 92,glass,fail trays,tin 865 Youngs Ave. MATTITUCK NY 71952 "°`bags,straws,untensils,cups,etc. 86 Box:215SEC:115 BLOCK:10 LOT:02 Calverton,NY 719335:RECYCLE CONSTRUCTION WASTE 631-7273939 Packaging Cardboard Norsic Sanitation:Materials have to be sorted by the contractor on site.corrugated containers,heavy brawn Kraft paper Southampton,NYNo: 637-283-0604 ,, plastic liners or wax-coated boxes '. 's Southold Town-NOTE:ALL MATERIALS REMOVED TO REMAIN WITHIN THE CONFINES OF THE PROPERTY LINES x Board of Trusteess3. PERMIT SET PERMIT SET 5208 NEW SUFFOLK AVE , MATTITUCK NEW YORK 1 1952 L O N D O N ARCHITECTURE + D E S I G N P 0 1 3 6 2 BRI DGE H A M P T O N, N Y 1 1 9 3 2 P 6 3 1 8 0 7 6 3 7 8 1 2303 JL ©2023 LONDONA+D All Rights Reserved I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 1 I I 1 I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I SHUTTER FASTENING SYSTEM TYPICAL HOLD DOWN+SHEAR CONNECTION CRITICAL PATH ISSUE DATE: PROJECT DATA FASTNER SCHED. FOR STRUCT.MEMBERS SD SUBMITTAL 06 09.25.23 TABLE R301.2 SO SUBMITTAL 07 10.02.23 iB'OR sTRUCTuRAL uemeERS SHEAR WALL NAILING PERMIT SET 01 10.01.25 Wind PERMIT SET 02 02.09.26 GROUND SEISMIC Esca vnox SpsE ncL SNOW DESIGN °u wov.Ime woF LOAD SPEED(mph) CATEGORY .s:umberwb"mualmn tan wl 1 �BDuE fi' s c° s3A6cixc sv3fi do 25 pst 130 B eaenwmlonmgimm,Naa am lxe ne 2 BD 4' S. 24• 24' SUBJECT TO DAMAGE FROM $�pM=m,pn Ml+e,xmd.Mn rve PLYWOOD"SHUTTER"ATTACHMENT ON WOOD 3 BD 3' 3' 16' 16' REVISIONS: m§pammmm.em tau FRAME OR MASONRY WALL a eD 2' 3' f6' - mieyau.meruu 5 1OD 2- 2- 12' 17 /� SEE TYPICAL Weathering Frost Line Depth Termite Decay t Nu Severe 36" Heavy To Moderate Moderate TG Slight °a""p°1aP P"' ®"`Ii0d n°� \ SECTION sd a.-N«wddlaemd wav Pe«I° 1rm�maedN Winter Design Flood AlrFreezin wawa.mwman.awa drsmw.wpmu.Iw,ua Ica Shleq Requirement ayment 9 bpi arm Temp Requirement Hazards Index e�w,g mMeen le,summmummp pbu.m.nee zwTnttrm yr Egmvlm `Vf V IE wp pue.Lae nal Wu � •aa RI�PTENSION 11 None None 599 tee,awdwmar.wr �� _ RIDGE BOARDSTAGGER E%POSURE: B URBAN,W000ED ❑ uea ls o.a OR RIDGE BEAM(R301j2.lA) C OPEN,COASTAL ® sdnta" °" RAFTER OETSHINNGPDESIGN LOADS w ol / ( ) 2�.§„SOIL: u,gloiaL up.a I��wmatene lut mu L%J.�i�V�eCLASS(CLAYEYSAND) BEARING CAPACITY ROOD psf Wh+nam j___L 1 �- F E B 12 _ BLDG: mmmnrnawa ,mCe n.0 - LRlam FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf i6 M tulN.,I M4 _ LEVEL 02 mam,g I.«w ROOF DEAD LOAD 10 psf ROOF LIVE LOAD 20 psf mmmaamenn c.,I Hotenced MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 xamw mn ee naa aamde:+ma - Vn Wintiow Hortlooi Southold Town USE LIVE LOADS mmm.naar,aao.nge mbeewN+ew,mJ -.A. N4 -2. xBRao. z�n w.�. \ : ATTICS WITH LIMITED STORAGE 20 „n.ogmera=aoeama,:anwnoerurme to° � Board of Trustees ATTIC WITHOUT STORAGE 10 DECKS 40 EXTERIORBAL 2-- em°aemm¢ ,__ 1Od NAILS-SEE SHEARWALL STRAP WHERE FIRE ESCAPES 40 p' °y ° - SCHEDULE FOR -INDICATED GUARDRAILS AND HANDRAILS 200 ® SPACING \ GUARDRAILS IN-FILL COMPONENTS 50 2t4.11m \ BLOCKALL srBpam10 r JOINTS,TYR AT _ PA N V LE ARA E a ,cm yr wiu,mnaw�eul"m e u SIMPSON HGA-10, LOOSE VERTICAL ROOMS OTHERTHAN SLEEPING ROOMS 40 T1°°I�°°"� Wood StUdWaIl N%weryWldl SEE SHEARWALL SHEATHINGTO o 12 SCHEDULE FOR AVOID BLOCKING REDUCE SCALE BY 50/o SLEEPING ROOMS 30 ° mem neuwea a°° e , SPACING DOUBLE STUDS AT WHEN PRINTED AT 11 x17 STAIRS 40 FEDERAL EYER6ENCY M11NIl6EMENr AGENCY TABLEREm AI'rnu u°nA ENDS W d sl tOtl NAILS-SEE _ SHEARWAL,JOIN Elevated garage Boors shall be capable of supporting a 2,000-pound load Bpplled overa °g SHEARWALL W/10tl NAILS @ 9" 20-sCo., nUl Brea. oul-Oi OFB °iF SCHEDULE FOR O.C.EA.SIDE OF b• meawne. TABLE R301.2.1.2 SPACING - POST No storagewdn roorslope not we, unitsth lz Mats. ut a ° WINDBORNE DEBRIS PROTECTION FASTENING + OHO ndividualste-adssball be designed mrthe umrormy distributed liveload ors Soo-pound dig nuaivuo(eieae.rl vrw SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c. \ HOLD DOWN,SEE MLO "- centretedloadactingoverenaresera square metes,whichever produces the g-ousnsses. °di°7rnadvvxaea men a 4 SIMPSON HGA-70, PLANS FOR - A„ c." snaaamhla me aaPw+so. 1. SEE SHEARWALL LOCATION,SEE Q1r O C� Asin le concenbated load applied many direction at an «p„m FASTNER SPACING(inches) - SCHEDULE FOR SCHEDULE FOR 1 9 Y Y point slang the[op. o anz a e Anumconstructed with wood bussessha0 de designed iRaacordance with Section R802.10.1 p1dtl� a, aisupe mp>"1"o, SPACING - SIZE f groaun m.am=p ngprew.a a a FASTNER 4feet 6feet See Section R502.2.1 for Eecksa0achedto extedorwans. "aa+:.n�w s a TYPE Panels n Panel span Panels an FOUNDATION PER P P 7/2'E FDN DOWEL, LEVEL 01 m SPECIFICATIONS ' �4 s ate" ;m -/=4feet -/=6(eet 4=8feet - PLAN SEE SCHEDULE .i 3 wa..trPewws SCHEDULE FOR 2-1/2'#6 Wood 16 12 9 LENGTH ANO OF NE1'1 Screws SPACING ANCHOR Dmemn3.cenmom 2-1/2'#8 Wood EMBEDMENTPER I L Den n,MmedNeaM.momaconzmmtbR swp Lompry wm me ewdme coaeR +re•ml v. rim n.awed«m e u Screws 16 16 72 SCHEDULE jI1�` Drawin Legend: p emuimmenb Fm RdnlomN E B g Lonvete Atl meG The American Convere Inatimb-Lmen Edition.Gtimam Dmign 6benpb FwM flelnlamea Cor,mete eTo Be 1-l,a2BDROD z.conoret oee Poamdl a b mimpwatme,G4o.Deg.E nfloMea lh cptdwwemnw me concrete Mmt ee - ANCHOR ROD- ________. Wall TO Be Removed FOUNDATION SEE SCHEDULE Wall To Remain Axeep Fwmelo Place,CwwTop Md SiEm Ol FwmswM lT.uCCd Tarps F«Pmtewbm Fnrm Wnd FwAMMlmpm WALL PER PLANS - FOR SIZE New Wall o13DayeM POM •..- . , ..�.................a.. . ,m..a.,m.aawae. NOTE:ALL WOOD MATERIAL THAT COMES IN CONTACT WITH New Wall F armaareemmea.Pp.idelnaplabarmT°HaiaHeaMaPm«FmmwlmF«APemoluda An ( CONCRETE SHALL BE A.C.Q.TREATED LUMBER. ® °°"don°" ico«reroaRel a+edan shall com ro Tne Follow ne smoaama-coast Emtbn. g" a....••...,.,..a�m.."C....wr.r. "...,,..rm.....,,.,r..,a�.w..,wm.mta..,...e.m..,nma New Foundation Wall admnd eem inalveMMtmct50-Troy 1. NOTE'THIS PROJECT SHALL COMPLY WITH NYS 2020 RBC AND Existing Foundation e:coop.teAgg1,,lNoAaPerA Ca3.a4•Max sae THE IRC 2018 MECHANICAL,PLUMBING AND ELECTRICAL O.WamS Beeban4Om Fm InjMI°a o.C,Oita Auae.ak°u,.SCR Ggane Matmlah8 ,°•'"• •••,`0"^^0xs,uc,a."em.xe...uaem.w....r..nnonmvre.n..,x..n.a.x.e.a„m,,,.ewmrxr,x wa' Extg.CMU Foundation we_sabnahma .w.,.nmr... „........,,e....e......a.., .. ..,.�.....�.,ea, CODE FOR NYS AND THE 2012 WOOD FRAME CONSTRUCTION U.Peln orurN Eve Snell Be lmerm bb mac New BIISI pelwmud Aa Pm ATatmIAB15,Ore°e BO. . pw...m.,. .ee.r,...a...e.,.me w.o..q.,...,wu.we er mer.m.m. .,,., MANUAL FOR ONE AND TWO FAMILY DWELLINGS STRAPPING SECTION STRAPPING ELEVATION -------- �neB Ab°Ye ea D m M spice,site BaA Mm;mam Gaa Du.m lnngm.H« Tim sits cohtwm oc.Rel.serraardx E coMGawmw a.weBea ww FabnpMPm Mbn Adz-aa Maatesa. ^_•^••°"m"••••••Hm^°^^m^•'•aP�mrmn...r..,.m,.,,,.,.,...,m.m.„,,,,ear - Lines Below F.Watmpm le- Ap 515.1fl-A. .w.sem M 4.All Concrete Snap Haw: --------- Centenine A. b E.tecRo Cent 1 i]%Pemntbn 7 FASTNER SCHEDULE FOR GYPSUM BOARD e.watmpmo MdfSolxma xlTrexpamu a-sdo loomee RaIloutNel Mere l01 Col --- '-"--- Boundary M.I F«dnga,,al C Bwm swl Per POM.a on um;awmea Mule aw or wmpamm danpwFa Haw,oA CONNECTION NAILING Mn Bearuq Cap«+ry QTwo Tom Pm sq.it MAXIMUM MAXIMUM t.JOISTTO SILL OR GIRDER,TOENAIL lad 1m Door Tag B-Covne casvxtw snap coopwate In setwgMMmm m;b.Imwb,aeevoa,Etc.b Repai,w BY Gnm THICKNESS T1°d8S OF GYPSUM ORIENTATION OF SPACING OF SPACING OF ROOF PRESSURE ZONES AND NAILING SCHEDULE T.Lego of Reim A«aalprim Stbn Be Plastic TilAea.MSr,aP Tlm olio WBp Penebat'mna Shop Be eat APPLICATION GYPSUM BOARD FASTENERS 2.BRIDGING TO JOIST,TOENAIL EACH END tad Back and GOMM SobmRacwda Mycwmlon. BOARD TO FRAMING FRAMING MEMBERS (INCHES) +tit Window Tag uwMm swo aB Pmn;brced. (INCHES) tad TABLE 3.4A RAFTERICEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION - e.AMp mRe«'mlmcemmtMeeeomam;,«,shoo der mPbp Belpre Corm,em la Ppumd MflelnloreementAM FebPo (INCHES O-C-) NAILS SCREWS sea REQUIREMENTS(PRESCRIPTION ALTERNATIVE TO TABLE 3.4) CEDAR SHINGLE 6'Co,neb P°ued on D,ouW snap ea SuppenM on Prepst BriW Or Appovea Chao Section X, uMPNMorWgBan snap Betpnrmaan F••-ptb Npted,L�ped Pw Mi318.Gam'D•.wrtn do Diamaten 21W EXPOSURE XX/X-XXX Sheet A-XXX am BentAmuM ew«mwi tz•H«w.F«Frames slam,Lap Top eanarJa span en.•ee°swpo�m Ana CEILING EITHER DEIRECNON 16 7 12 Bottom Bite a Suppo Revmm Fm FpuMaSon Mmx Sbggm SMlpm Armc%Nx Spfcef°IBanaopppvte F«m. CEILING PERPENDICULAR 24 7 12 FASTEST MILE WIND SPEED AT Pt.MSIabHDncatle mlcxnezzm sn°mnAre Mwmam Tno-xnaazm T,Be uses.IloR mAa Reganea For ore;neg° 1/2" a amawre,o,o-armat«xnm.,..,c.t rve ,,,,,Io.. 130mph x _ WALL EITHER DIRECTION 24 8 12 awawreroo°r«aow�"a.mo ,,.,,, 3/a'PLYWOOD SHEATHING Detail Tag 12EuaptMNMetl.b POM Stpw StaA Ba Tmaetlb LDnstrucl;on Jaime Masher Hero KeyaaW WALL EITHER DIRECTION ].TOP PLATE TO STUDAND NAIL a �z NUMBER OF eel COMMON NAILS wn"oaoxa Rebw.wap s«1low snap eemacetl atwwwery or witnAMmlmam Gza HBMa eeu,een i6 8 16 16d RAFTERICEILING JOIST WALL HEIGHT NUMBS OF ad COMM OINEACH Aala«m Poum. SPACING(IN.) (FT.) ZXB ROOF RAFTERS % 13.F«Donerete W.Na Pbow O2de,Vemrat ConsWc50n Jalnb Shag Be Lon[etla Maximum$pazlnp 0140 Ft,A+ CEILING EITHERDEIRECTION 16 7 12 e.MOTO SOLE PLATE RAFTER ANDIOR CEILING JOIST @ Is-O.C. Elevation Ta Least 4 Ft.Fmm My Supporting Or ulwm ,;wall 01 eutpesa Or My Will Opening Hodmnbl Cooteu-J.1,U.Will 5/8" CEILING PERPENDICULAR Z4 7 12 TO TOP PLATE CONNECTION g Not Be P-held Except where Noted On Pbna Cr Shown Mtl A«apted On Snop Drawings. WALL EITHER DIRECTION 24 B 12 9.DOUBLE STUDS,FACE NAIL roc. Id.Hprizon,at Lomtrvmion Jalnb Will Not Be Permitted Except Where Noted On Plana Or Shown MtlA«epled On 10.DOUBLED TOP PLATES,TYP FACE NAIL /1�\ WALL EITHER DIRECTION 16 V Interior Elevation Tag snop Drewmgs. 8 16 ..,a<. 12 8.10 3 � x X Divinpn s-Memle DOUBLE TOP PLATES,LAP SPLICE 8-ifid wcturd seal sndl BOMB stmlepnlorming r°Mrm Specncmions Ardavdm ee Fuetl won auntling Demnmem Sad B 3 STEEx TRA GALVANIZED x on Pmuan. 16 STEEL STRAP ANCHORED T,o 2 C.d Stml Febdnl;on.Fzemi«.nne eonnemmnsswl conrarm m La,m+au s aMama Md sP«n;n,bw n..RIMJ JOISTS TO TOP PLATE.TOENAIL 10 WITH 3 N0.B SCREW AT Ty«I,d Cl wbn Except M Notes. 12.RIM JOISTS TO TOP PLATE.TOENAIL Bel®fi'(152 mm)O.C. 4 EACM END OF EACH MI N.Golled!0 To Be a.•Dbmmm Ma 5 BrimT sslna�tlDthewim.$h,Tt o1 aztbn" Ep°w UPLIFT STRAP&LATERAL SHEAR CONNECTIONS 3.TOP PLATES,WPS AND INTERSECTIONS,FACE NAIL "So RAFTER6 M«Mtm Bdtea Or Welded All BDIb To Be Aa25 Friction Type.eonwwbna Shan Be Pw Type 1 Canammtbn Per A'« s L O N D O N se Penal Fmmm Ma Stan Be Dea;IM To Owdap a Lent FW alawabm Movement AM Shew Lap«Jry.M Pema;n;n0 B steel Te Haw Typez conrcectians A-3o78alb May Be usMl Fw M;mr epnnectiom wlren Pecep,abb Ta td.CONTINUOUS HEADER, PIECES mac 24 mc,Mal sled Fabrpmr stun submit snop Draw;rgs TO Tneacnaew Fwnppoval.Ercwion Orswazh s�ieel 2x8 DROPPED GIRDER ARCHITECTURE DESIGN SNat Proceed Ump Tire Srop Drewirrm Have Bcen Appmvetl. 15-CEILING JOISTS TO PIATE,TOENAIL 3-Bd 70 5 weld�nesmn commm roa«Me aw,sp«;Bamiow IIPI IFT STRAP CONNECTION RFT1111RFMFNTS ROOF RAFTERS OR 7RIISS TO 16.CONTINUOUS HEADER TO STUD,TOENAIL sad 1/2'GALVANIZED PO BOX 1362 sell E«ama b Dewda strap Not Be PdmN.M Steel SWIa«S Not 1.eonmm we,Do-Snau RecN.e one Shop WAI I CARRIAGE BOLTS npmovea Pa;nLAM a,m Erm;oa Ona FmM Coat Omit Prvnm Pa;nta LennonGFreld WdaaAM Hgn 17.CEIUNGJOISTS,LAPS OVER PARTITIONS,FACE NAIL Ztfitl TABLE 4.8 BRIDGEHAMPTON NY 11932 N,re�,ytn eons tome nmm snap Re«the two cwmonn emrnenbns ww Been eompinea. FOR FRAMING SPACING(16 INCHES) NAILING ZONES FOR ROOF SHEATING IN o eeameacowmR,soon ae cat eyme PlvmbimJaa,ewm;rw,ma eom,amon wtnoalMpm.atrnma wdruat to CELING JOISTSTOPARALLELRAFTERS,FACENAIL 3-,so 130m hPEAKGUST WIND ZONE FOR THE ,ABLE STRAP('ONNF('TION Tne StrvwMe Snsl Be Pmperry ewedara Braced. TELEPHONE 631 807 6378 cmM unam -ell Ana eeam eeadng TvNI,,mat soon xo MdPw.Pmwk•or court. CAS STUDY BUILDING RF(y IIRFMFNTS PmvCe loom linmh M R«uvetl Fm Openings In Mammy WNHArm Pan;pow BASIC LOCAL WIND SPEED 120(MPH) 19.RAFTER TO PLATE,TOENAIL 3atl �ovim Hplminstmp Fwepnea Bbckiry,Pare Perreo-atbnz.ftc.Demnz Stan Be snawnonsmp0m inga Fm Redew ROOF SPAN(FEET) NUMBER OF#8 SCREWS IN EACH END OF mr-ps,."ran.n rouwara°.wo w,e rxczw,t 2.ep __ ____1______________4____ IROOF TO WALL,WALL TO WALL AND E-MAIL:ILf�tARCMGMT.COM e+ e A 1-1/4'BY 33 MIL STEEL STRAP � WALL TO FOUNDATION) _ Bel-Sgnenmshaaae Prvvidnla Points Dr Reawbns I r ' z-eel Q2 FOR FRAMING SPACING(16 INCHES) .'O„€.� D-1-(i wood Md PuN im a w«n„wx rw M^mxxa,,.,nroc &ad `, 4x4 TREATE32 D amine WmlmShdll Be Gam S,ampea Douglas Fv-Laren srvwurel Oraao Npx Or eanec 23.BUILT-UP CORNER STUDS Mx led(g 24•(610 min)O.C. 1'Qj ROOF BASIC LOCAL WIND SPEED 130(MPH) POSTS Oouglm Fi,-Lamn LAC&P,1, 36 3 24.BUILT-UP :«av a2-le+0 mml oc.®rovAxO O SPAN NUMBER OF Bid COMMON NAILS IN EACH END F 875RS.1. Grade:2DE Or Behar G=I.000,000P.S.I. 4',' (FEET) OF 1-1/4'X 20 GAGE STRAP BOTTOM 4suoGEREoazaa `, `' ®ENDSAND®EACH svucE - 1 ' alsmammIPI IFT STRAP rONNF('TION RFOIIIRFMENI7S WAI 1 ASSFMRI Y TO WALL ` g Tp BeBite MRated Ex«auw 1,aa'Mln.Th;ckness m RDol:12'®Walla. al Sub-la RAld Exposure t,a4'M;n.lbickneuAll Edge,OlPlywoptl To Be SwOn$ol;a ASCFMRIY 25.t(55 mm)PUWKS 2-16dQEACH BEARING 1 STEE%TRA GALVANIZED HIRSCH NEW Ell I-Glee Ma Scww al Sn«m. STEEL NO.8 SCREWATD SORB NEW SUFFOLK AVE Al Heatlen ace•Mtl Ovm Snell Be Sup«Rea With Double Uprighb,9'-0'Ma Over Wnh Triple Uprlgmx AilHeatlen FOR FRAMING SPACING(16 INCHES) 28.WOODSTRUCTUPAL PANELSANO PARTICLEBOARD. 20 rj WITH 3NO.BSCREWAT MATTITUCK,NY 11952 SmIIBeAMldmum0li-li x80rM Shown On Omwin9- vrAe eomx"D wu,x rw I......N. I Rse-I.AbrelRmvamat Sm+Pads Ja§b snml Be SuppMrea lammllyat Tire Enm By Fun-Deem sate el«kmp Not -AND LESS mm ad(5) ZDne7 Zone_ Zone3 Zone4 EACH END OF EACH DECK wlwa lst Mm)Npmmaun mmxnem:o.Branamment Toa Haaae<,Bane,aRlm Joist.or roM ROOF SPAN(FEET) NUMBER OF#8 SCREWS IN EACH NO F 19FJ2'-3M' oi(4)OR si(5) Field 8'o.e. 12o.e.3'o.e. 4"o.e. JOISTS SEC:115 BLOCK:10 Lo7:02 Aemiommgnstw;Drsmpee Gnmwue Pmyiaea wmlateal sap«d TO P,ewnt Raadan. Al-1/4'BY 33 MIL STEEL STRAP -a I• ad(s) panel Edges 4'o.c. 6'o.e. 3"o.e. 3'o.e. Exwpoom In Sdmb Design Categmba DI Md D2.tarsal Rmua;nt Shan So-ea At Each lmw-le supped. 24 2 28 2 tcwaw,wV4auw.cavaumaxu aax,rro uuwmr R.mmr 1Oi(4)OR so(5) 36 - _ = _X aragma Jdam Exceeavq a Nom;rW z By tz soon Beswvortml LateraM ey$plitl Bbdwq.Diagann 2x8 TREATED DECK Bndgk,iwNCd Cr Merail,o.AConh-l-1«hBy_Rs1Mm9y76Mm)Su;p Am NuIoJour Toe Bo6pmG 32 3 ad'AND LESS Bit is FRAMING BEYOND Jolna Per«nabatMTc Jabb at mre,.-aIa xot F�o«a;mJ a F«t a4seMml. 36 3 7/8'-r as(5) CODE NOTES t 19•-t 1/d• 10a(q OR eel(5) CARRIAGE BOLTS 1/2'GALVANIZED P9ad,� 5 swp B�P morsb Ar,a Floor BeamsMPm N.Y.S.Ccae OrMNotetlm0'0'O.°.M;n, 2T EL SIDING(TO FRAMING) ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLER301.7 CA h roo PAN Doabte Framing aoMra ap ocenmes lstbrghb,sraia E+WaMNotetl on rnaw;ng,. UPLIFT STRAP rONNFOTION RF(1111RFM NTS WAII ASSFMRLYTO 1?(13 )ORLESS Be(e) 11z2xt07REATED Al. EnNedmx�mu an uea s pZ Foast,n�wnn Rama cd anaee Meal conrr«.m,er-r«o•aapao•ea Ewd. FOUNDATION OR FOOR ASSEMBLY 5l9•(lsmm) ad I.) STRUCTURAL MEMBER ALLOWABLE O�OPPED DECK GIRDER _ at Root nalmm SMn Bo Mulled r°Th.-MA SMwtn GaManued Humrane Type Co-By T«o•or Mpmvea Equal For Nmbw P,b Foundatbna,PrwitleHwrirane GlwA,al Pedmetw JeM TO O'vder eennepiona. 28.FIBERBOARD SHEATHING rum ie�nm aR C;helodwmlmsheaeoWeymweam,TiismieawoosI'IBrMnr LinPC-OrBe-Mopeon-wee FOR FRAMING SPACING(161NCHES) trz•D3mm) Rafters having slopes edtograter than 3/12withno V180 ADJUSTABLE CHORSIMPOST ONBASE PERMIT SET j.nu io Be Trim eist Or Eauiv.M Joins,G'Waa,Md Hnaem snap Haw Dearing S,illenme Ins,mlN M Per NO.++GA(6) finished ceiling attached to rakers ANCHOR D INTO ON ET COMP. Manubmumr§Renmmenmeona.web Stiffeners Shan ea Reaaked At As Load Md Bearing Pelm°A,A MNlnam.ABASIC ea.(4) EMBEDDED INTO WET CONCRETE UP TO UT BASETOM �A-002 Sbgbla4Jobtspan ea R«a;rcaa Roo,Pemnetem.Ramona.stomgo,Ma E,«mnGcom«nenm shoo Bo ROOF SPAN(FEET) NUMBER OF#8 SCREWS ILOCAL WIND SVLLLI 1N EACH E D OF NO.18 GA.(9) Interior walls and partitions H/180 OFTHEI" UPTOTHE SOT ab Per Mawlamuran fl«ommenda6ons need ca;rmmaea Mapnlne Boluorz•o.a A 1-1/4'BY 33 MIL STEEL STRAP 202r(20 min) NO.11 GA.(8) -- PLATE-2"MINIMUMSIDE Maniple LN PmmrnTp Have 3 Rows G 12•Diamem Hol Di MBmcking TO BO Usea7wund gmnen cabinets,6ackspmsn,Shewem.Ba¢-Ina,Stalmama,rem,Ma ad(4) Floors and plastered Ceilings L/360 COVER NAILING:USE 10D Hv,Or�aib calnnp Fan Boxm. ) N0.18 GA.(9) All other structural members V240 ATTACH GALVANIZED COMMON NAILS TO 29,INTERIOR PANELING Exterior walls With plaster or stucco finish H/360 72'C.I.P.CONCRETE 36 2 1/4'(B4 MM) Ad.(10) Exterior walls-wind loads with brittle finishes V240 SONOT.CONCRETE FOOTING, 2303-JL 3f8'(9.5 Ni.) fie(11) Is-Windloads with Flexible finishes V720 T-0"BELOW GRADE MIN. ©2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I i i i i i I I ISSUE DATE: '< NO WHI Crvrvv NU WAI CruI .............. • ° 10 D,j�I I SO SUBMITTAL 06 %02,23 gq.g'TO TIE LINE 11 j p I SD SUBMITTAL 07 10.02.25 APPROVED gq.$'TO TIE LINE jp PERMIT SET 01 1001.25 N , BY h j I PERMIT SET 02 02.09.20 t 2.2' �p�rylk 1 N 12.2' N�1ryA BOARD OF i r2USTEES " i; a m - rn 32.9 ' BOARD 3T 0 m $87°17 1"W 1 $ 32.9 ' S-14.0 REVISIONS: N RWIREFENCE 306' TOWN OF SOUTHOLD S87°171 W 1 I m FENCE 3 0 o WIRE - 1�6' M 1RR D'I R l'l - � FENCE 20, 025 I 6'40'20"E I w FENCE � IRREGG� 0. '� � D 54.64' o.4'N. 97. \ c� t I o.4'N. MON. r 1 a b 54.64' 40' I i PLANr6R e'FENCE N {— \ $o O' FENLE � D' TE ` P `�(��r MON. 3 1 WALLi I NTER ( ,� v PLANTE0. Gpp rnoN. . 35.12 D I ALL ANTER , NcE v N 97 20r - N 86 420"E vl �-- G2'_ 86D4 s 55. 1 o.2's. Io LP GAS \ (n 55• a' F B 12 202. 1� G I W I nG Q L P GAS p W GARAGE I MVEL , GARAGE TAX#1000-115-10-02 j , A m ( _- H GRAVEL Itl �, 'I - DRIVEWAY °� LAND N/F OF 12 DRVEWAY DOUGLA SCHESLIE 2� p I o I I — h I --- -- i I / ��/u2 m Z �• uthold Town zar O za S � „,� , m =r __ Bo rd of Trustees oo " /O D� Q D> I r I i y r _ �Q � � SITE LOCATION(N.T.S.) m m t v A Ih h D I ____ II I , Z (7 ____Inn .________ s I I t _ � s � s A j I =-n REDUCE SCALE BY 50% a s m I a WHEN PRINTED AT 11x17 I ° v I I � In EXISTING ENTRY STOOP AND / IIQQCC / I PERGOLA TO BE REMOVED �C v I A 0 M L y�j C 1 1 x PROPOSED ENTRY STOOP AND 3 ' x iri F COVERED PORCH PER PLANS O -1 ! _��� I - TJ m Q' a EXISTING WOOD FENCE TO BE 71 REMOVED O I I ,L // i I O .,y PROPOSED WOOD FENCE wl !. I _ ,I / 1 I m CF NE`1'1 POOL-COMPLIANT GATES c N X Drawing Legend: L,— + ! EXISTING WOOD DECK TO BE ll ' i J / N, I -�+ -( REMOEDAND REPLACED I I', 1 Rl 4� STK. - - / _il _________ Wall To Be Removed - STK. I I / `o- Ill F / \ PROPOSED 600SF WOOD DECK ) I I TIDAL WETLAND BOUNDARY , \�- T Wall To Remain o I 1 \ EXPANDED IN THE LANDWARD - l O 1 - 11 AS DELINEATED eY EN-CONSULTANTS / /� New Wall o `, DIRECTION ) �^ ( MAY 4,2021 �® \[n New CMU F—daton m ,, 1 2 , ` (� ,, ► 1 2 , New Fo ndaeon Wall W EXISTING 550SF RAISED I ) ,+-- I W "-'--'^' Existing Foundation REMOVED LL VINYL POOL TO BE r I ` .I 1 1 ` 2 m `, EMg.CMU Foundation m — _ Lines Above W ^ Nn tII I N T o tot __ _ Line. Bel— o 1 T T IO _ c ta 1 DIRT PATH O RAMP W RAMP Bountla, IF �wALK PROPOSED 1X RAISED SALTWATER CAWALK _ o Ta tot I GUNITE POOL WI 18'PERIMETER I I /4•-10' Window Tag I OVERFLOW TROUGH OVER THE /fi-"N- I O FOOTPRINT OF THE EXISTING POOL- i9 '^` EXTENDED59"IN HE LANDWARD t I tl // yA��+ I I ,%- ..- Seaton zxx I j I f I >� I1 XXX ENTIRETY OF THE BANK FROM THE WETLAND LINE UP x STONE WALK TO TOP OF BANK TO BE ESTABLISHED AS A ®—I Detail Tag EXISTING 240 SF CABANA TO I 0 / TIDAL WETLAND ULTANTBOUNDARY I REMAIN(NO WORK PROPOSED) 1 I / VEGETATED NON-TURF BUFFER(NATIVE VEGETATION) "--' WELL I AS DELINEATED BY EN-CONSULTANTS I I 1:--�;WELL I AREA WITH THE REMOVAL OF ALL ' I MAY 4,2021 �'I I I I I II n MISCANTHUS/FOUNTAIN GRASSES Elevation Tag 1 OQ' I I 'NOTE:ALL MATERIALS REMOVED TO 100, I 1 �/ x�X Interior Elevation Tag I I REMAIN WITHIN THE CONFINES OF THE II o I I 1 I I PROPERTY LINES I f l I I_ N X 1 M I 'NOTE:ALL OUTDOOR LIGHTING TO BE I W I I _ III I Y I _— I DARK SKY COMPLIANT w z l z�l I ',m LONDON j ED I _ ii __—_ ARCHITECTURE+DESIGN _ LL PO BOX 362 I 1 ' 00 I I O I BRIDGEHAMPTON NY 11932 ST,. I O 11 I ,' STK.. O l i TEIERAOW 631 807637B • 11 R-'Lcj pO ICi '1`N EMP LI"CMGMTCOM y1 MOIL \ \ MOty.-._ LOT AREA \ �\ D<'N — � 74,996 SQFT(1.72 ACRES) 1 - 1 HIRSCH 1 IRE FENCE \ / �ST�, FENCE 5028 MATTIT W SUFFO1952 POSTS AREA CALCS MATTOLCK,NY 11952 \1 MO 1 S 78°47'10"\N \� MO S 78°qT 10"W ALLOWABLE MAX GFA:5100 SF+(17,347.16`.05)=5967.36 SF SEC:115 BLOCK:10 LOT:02 _FENCE NE _ CE _ EXISTING BASEMENT:771 SF 0.3S ' FEN 14,E. \\ FENCE 77, \— CS 0.3'S EXISTING 1ST FLOOR:1533 SF �tRE 440 IRE EXISTING 2N0 FLOOR:553 SF FEN FENCE G 440.77' EXISTING TOTAL GFA:2086 SF SITE PLAN COMPARISON DWELLIN 1ERl _ FENCE Scale 1250 1 1'S (us pUB`1C W A 1.1 S. ALLOWABLE MAX LOT COVERAGE:(74,996e.20)=14,999.2 SF OF TREES EXISTING LOT COVERAGE:5785 SF �TREE NIOIF US p1101F US - \ EDi(,)pRD VANS US PROPOSED LOT COVERAGE:6920 SF PERMIT SET WARD HAN W PUB`N WPTERI EXISTING RESIDENCE:1533 SF EXISTING RESIDENCE:1533 SF p ELLINc' 1ER) EXISTING GARAGE:450 SF EXISTING GARAGE:450 SF A-O O� . -.RR (USE EXISTING CABANA:240 SF EXISTING CABANA:240 SF LERR IDES PUBI�C W F EXISTING DECKS AND POOL:3562 SF PROPOSED DECKS AND POOL:4362 SF TING SITE PLAN EXISTING EXISTING TOTAL: 5785 SF PROPOSED TOTAL: 6585 SF 01 Sale.1.z50 PROPOSED SITE PLAN JL ��i.:r.2So ®2023 LONDON A+D All Rights Reserved 1 I I I I I I I I i i i i I I I I 1 I I I I 1 i i i I 1 I 1 I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 1 I I I I I I I I I ALLOWABLE MAX LOT COVERAGE:(74,996'.20)=14,999.2 SF ISSUE DATE: EXISTING LOT COVERAGE:5785 SF / SO SUBMIMITTAL 06 092523 PROPOSED LOT COVERAGE:6920 SF SD SUBTTAL 07 100223 / PERMIT SET 01 10,01.25 \/\ EXISTING RESIDENCE:1533 SF EXISTING RESIDENCE:1533 SF PERM I T SET 02 02.09.28 ---- EXISTING GARAGE:450 SF EXISTING GARAGE:450 SF EXISTING CABANA:240 SF RETAINN I EXISTING CABANA:240 SF R M 8 NG 6 SF DE GRADE REVISIONS: - EXISTING DECKS AND POOL:3562 SF PROPOSED DECKS AND POOL:4362 SF EXISTING TOTAL: 5785 SF PROPOSED TOTAL: 6585 SF � M F E B 12 2026 A Southold EXISTING STAIRS OUTDOOR SHOWER Board of Trtistee.. _ L = I REMOVED AND REPLACED PER PROPOSED PLAN I � ' n ''�r� - - i I1'U I E%ISTIO REMANISHED IL II I a I + II I, • REDUCE SCALE BY 50 'j.I f 'i'II� CABANA FOUNDATION WHEN PRINTED AT 11x17 a� TO REMAIN I II EXISTING 240 J II . CABANA ND 8FSOOL �C I - - ----------- ----------u MECHANICAL SLAB TO REMAIN �$ M LDS/� v I'' 9rnsg O • • v Drawing Legend: EXISTING 6'POOL ENCLOSURE FENCE Wall To Be Removetl AND GATE TO BE REMOVED AND f •.t�r Wall To Remain RECONFIGURED AS SHOWN - - New Wall — New CMU Foundation (E PROPOSED SITE PLAN New Foundation Wall v I Swb:t:75 Existing Foundation Fxtg.CMU Foundation ------- Lines Above e Centerline Boundary y 101 Door Tag `- LINE OF E%ISTIAND RETAININGNG 28fi SF DECK --�_--- \\----- PREVIOUS POOL TO BEWALLA tat Window Tag REMOVED I ' ` Section X. _ EXISTING DECKAND STEPS TO BE REBUILT. \\ I - Sheet A.XXX 0 om _ of w IN EXISTING FOOTPRINT I' uw n :m �\I �` XX IX_XXX __ ____________________________________A ________________________ ----�_---_ - ---------_______-______-. _ PROPOSED POOL ENCLOSURE FENCE AND POOL COMPLIANT GATE Detail Tag NE OF PROPOSED i X 40' 0 1 ,'LIPOOL VANISHING EDGE z w I \\ Elevation Tag 1 o _u�80a I \ L' J X4X Interior Elevation Tag I eoz m I - PROPOSED 4'FENCE AND POOL X I ENCLOSURE GATE \ ,/PROPOSED LOCATION FOR 1 _-__-_-_-__-_------_-_--- _ -- OUTDOOR s R LONDON �- _}� ARCHITECTURE+DESIGN �__ _._... __ _ �•• PO BOX 1362 eA - BRIDGEHAMPTON NY 11932 ,'-i- ATE - \ TELEPHONE:631 8076378 - i - I E MAlLjI_@-ARCMGMTGOM STING UNFINISHED �' I CAIBANAA FOUNDATION POUR NEW OVERHANG FOOTING UNDER 386 SF ENTRY DECK i ; To REMAIN } H 28 CH NEW TO SUPPORT PROPOSED COVERED PORCH AND — _ (, /_ 5028 NEW SUFFOLK AVE / I r I I 1I i ( MATTITUCK,NY 11952 SEC:115 BLOCK:10 LOT:02 ___________ __--____._____ I / 7-_ a I , 1- ___ _ m LINE OFNEW ENTRYOVERHANG Y` oo SITE PLAN COMPARISON ___ Scale:1:75 LINE OF EXISTING O SPOOL ENCLOSURE FENCE --"� AND GATE TO BE REMOVED AND RECONFIGURED - AS SHOWN ,_ PERMIT SET ANOP SED6'W _- OOD POOL ENCLOSURE FENCE � y OOL COMPLIANNNTATE [�7001 .2 PROP EXISTING 32'_7" PA(RE OCATEDONTAINED S`^r .t LRbP05EDSITEPLAN FON NEW OOTINGS�MINGAND ®2023LONDONA+D �/ PROPOSED 800 SF NEW DECK 2303-JL All Rights Reserved I I I I I I I I 1 I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I 1 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I O1IR-tot ISSUE DATE: SD SUBMITTAAL 06 09.25.23 _ a PRIMARv KITCHEN - DINING LIVING ROOM .I j. 07 10.02.25 I -� .CRAWL SPACE ___ PER M T SET 01 10.01.25 o -- _ '� LAUN RY ' � PERMIT SET 02 0209.28 T REVISIONS: 1 I' hat STORAGE {; { I F t - i. C --- ---- ------- ---- ---- --- ---- -- ------ -------- - __ 11 I 1 II I Jul FEB 1 2 2026 `-- ----- --------- t------ - - --- - --------- II :, Southold Town EXISTING BASEMENT ENTRYWAY W/ Board of Trustees STEPS AND BILCO DOOR TO BE -- - -- - - - --- II REMOVED I I� I II EXISTING O EDAND DECK FTGS -- -------------------REM ----------------�� - TO BE REMOVED AND REPLACED -- ------------------- ----'---'------- WITH CON'T REINFORCED C.I.P. BEAM PER PLANS _ I REDUCE SCALE BY 50% I WHEN PRINTED AT 11x17 a ApC MLo y�l` � ,, 'yo° Ana / 4�SEMENT DEMOLITION R 't 9T 0356 O �OF NE`r'�A Drawing Legend: II ________. Wall To Be Removed I - Wall To Remain New Wall — New CMU Foundatan --------]=WINDOWWELL F New Foundation Wall Extg.MU Foundation _____ _______ ___ -__ ______ _____, ;____ ____ — — , ________________________TT_______ -- —_ Lines Above �• n aon - �---- 4. -wnst - ------ ------ --- ' ' -- Lines Below Centerline Boundary tot Door Tag Window Tag •#, I I ' ` Section X, r I XX/X-XXX Sneed A-XXX BEDROOM iotae,BATH -y j Detail Tag CRAWL SPACE LAUNDRY 1 •`. I /�jJ11\ Elevation Tag X(%AOX Inlenor Elevation Tag. STORAGE Doer I t' I :I LPOHNDOa +oeslcnl MECHANICAL -E I z _ - --- _____________________________ I I I SJ PO BOX 1362 ' _ �_ �____________ _____7_____________________R- _ BRIDGEHAMPMPTON NY 11932 r TEIFPHONE.631 W76378 I I 1 I I 1 1 I I C MAIL JL9t Hi-,MTC'.. I' I I •„ I; _ PROPOSED IT REINFORCED CI P I I CONC.BEAM w/24"X 12"FTG.PER - - HIRSCH S-SERIES DETAILS I I NEW SUFFOLKAVE MAT I I I I I I ' 1 ' I' MATTRUCK,NY 71952 I I '____________________________________ I' SEC:115 BLOCK:10 LO11',02 L-- — ---- r I I I I ' ^t----------- ' PROPOSEDSCOPE OFWORKAT E%ISTING FOUNDATION ENTRY FOUNDATION PLAN - Scale'.114"=1'O" R t 8 �e 6-111 1/2" 2Y-8112" — o PERMIT SET �-_l 0 3 [� OY BASEMENT PROPOSED Snb:'14' t•df' a 2303-JL ® 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I 1 I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 I I I I I I i I I I I I i i I i I I I I I I I I I I 1 I I I I I I I I I I e1lA-alt ISSUE DATE: SO SUBMITTAL 06 09.25.23 SO SUBMITTAL 07 10,02.23 A I PERMIT SET 01 10,01.25 --T- I PERMIT SET 02 02.09.28 REVISIONS: I/ r Tr7 I II F E B 12 2026 I II Southold Town �•"� 6z�.. EXISTING 1670 SOFT WOOD DECK TO BE REMOVED,REPLACED AND Boo rd of Trustees EXPANED BY 150 SOFT PER PLAN I I I 1 II EXISTIISToB OOD REMOVESTS AND _ -- ------------------- ----------------_/� TRELLIS TO BE REMOVED EXISTING 200 SOFTWOOD ENTRY STEPS AND SONO-TUBE FTGS,TO BE REMOVED AND REPLACED REDUCE SCALE BY 50% EXISTING 6'POOL-COMPLIANT WHEN PRINTED AT 11x17 WOOD FENCE AND GATES TO BE REMOVEDAND REPLACED PER PLAN __ _ ____ ____ ____ ___ _.-_____ ,_. MIL 1 1ST FLOOR DEMOLITION I • t Scala.lu•=ro• SS Q EXISTING DECK HANDRAILS TO FOF NE`N,l REMAIN REMOVE EXISTING 12'z 40 GUNITE Drawing Legend: POOLAND REPLACE w/16'z 40'NEW I GUNITE POOL•POOL SURROUND Wall To Be Removed n TO BE MOVED FURTHER FROM Wall To Remain --_ THE TOP OF BLUFF F SETBACK New Wall I New CMU Foundation PROPOSED 4'POOL-COMPLIANT .._ New Foundation Wall GATE AND FENCE - Existing Foundation f-- E tg.CMU Foundation ______-_ Lines Above - Lines Below I ----- Centenine Boundary ..or Tag I Window Teg section X, 1 /X-XXX Sheet A-XXX X Detail Tag 1 -_.... I Elevation Tag 1 X4X Inlenor Elevation Tag - X 1 - fl I LONDON ARCHITECTURE+DESIGN I -- PO BOX 1362 -.- - _ __ ____________�----�� _ BRIDGEHAMPTON NY 11932 TELEPHONE 631 807 6378 EMAL ftgtARCMGMTCOM __ ________ _ 4— I II LINE OF EXISTING DECK I I� PROPOSED_ DECK EXPANSION 1 _ PROPOSED ENTRY DECK w7 II MASONRY STEPS PROPOSED 41 POOL-COMPLIANT _ I� GATE AND FENCE I I I: '. HIRSCH 5028 NEW a I MATTITUCKUNY011952LK� m Y I SEC:115 BLOCK:10 LOT:02 L- LINE - OF PROPOSED OVERHANG PROPOSED OUTDOOR KITCHEN-- ENTRY I,ST FLOOR PLAN EXTEND EXISTING C.I.LP LINE w/ Scale:1/4•=V-V LOCAL SHUT-OFF TO ACCOMMODATE GRILL . IN Y R PROPOSED 8'WOOD POOL______________- 2 ENCLOSURE FENCE r$,rz 24!-81rz• a PERMIT SET 1St FLOOR PROPOSEDr � ,k - \ 37 2 " F 2303-JL ®2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I 1 I I 1 1 I I I ov ISSUE DATE: R SO SUBMITTAL AL 006 7 I 09.25.23 O 100,23 o' I PERMIT SETT 0107 10.01,25 I PERMT SET 02 02.09.26 77= P IMA Y H E � H - Fr R //yam+ IMAM '/ FEB 20W I � Sout old Town �- Board f Trustees -- - -- - ,, W,',.. — — —— — —— HEN PRINTED AT 11 x17 REDUCE SCALE B .. '"-oir'r( }iirXir'nir}'nir'l �i�=�inr -t. { �C,yi rdT M L O IT �\ ENTRY TRE-0LL1S DEMO PLAN $c IImm `b to0 a i I1I.�1� Air l'i�-i•i��i�i•i•-�i�t•'r�i�l,l�i•i•-1•i��i�l•i .YJ.0 JL YJIUJI UJI YJu T�r"r T-r,r} I EXISTING 210 SOFTWOOD I' O TRELLIS AND SUPPORTS TO BE 8 REMOVED REPLACED T O 0 ED AND t I F OF NE`II 2T-1 12 - I Dnwing Legend: i ________: Wall To Be Removed — Wall To Remain i New Wall — New CM U Foundation New Foundation Wall I In " Existing Foundation Extg.CMU Foundation II I ------_ Lines Above II'lll I'IIII I III li!�I�' 1��I I,, �II i ': I II - Lines Below ------ — Centerline I _-----.—.- Boundary Door Tag - tOt Window Tag -17, Bethdn X. XX/X-XXX Sheet A-XXX 1 X Detail Tag Elevation Tag .- X4z Inlenor Elevation Tag X LONDON ARCHITECTURE+DESIGN 1 PO BOX 1362 I j II --- BRIDGEHAMPTON NY 11932 TELERiONE:631 807 6378 EMNLI�IARCMGNTCOM _ 11 �. H28 CH NEW SUFFOLKAVE MATTrtUCK NY 11952 _-----------.------------- SEC:115 BLOCK:10 LOT:02 EPDM WATERPROOF ROOF i PITCHED TO C I DRAINS LEADERS TO DRYWELLS i 19 ENTRY ROOF PLAN zo Style:1/4"=1'0" PROPOSED 410 SOFT ENTRY OVERHANG AND PORCH- ROOF PERMIT SET i - 37'-3. A-105 ^.t`PROPOSED ENTRY OVERHANG 2303-JL ®2023 LONDON A+D All Rights Re ae rved I I I I I I I I I I ISSUE DATE: SO SUBMITTAL 06 09.25.23 SO SUBMITTAL 07 10.02.23 PERMIT SET 01 too 1.25 PERMIT SET 02 02.09.26 -. REVISIONS: p [� W E F E 12 2026 So ithold Town § Boai d of Trustees FN1.ac F1 4 _ REDUCE SCALE BY 50% WHEN PRINTED AT 11x17 L I 1ST FLOOR FIN. e^ <�M 1. Sid, canoe _ _ r O - —-—- _ - —-—-— - - -- 9r�OFNE'r'ry0 Drawing Legend: -------_. Wall To Be Removed _MST ELEVATION 01 t/�-t d III To WeRlemain — New CMU Foundation — New Foundation Wall Ei isUrg Foundation Ext9.CMU Foundation ------- Lines Above ____________ Lines Below --------- Centedina ------- Boundary p p tot Door Tag window Tag Sam-X, XX/X-XXX Sheet A-XXX X Detail Tag b .�1 Elevation Tag X4' Imianor Elevation Tag X -- _ — —-—-—-—-— — —-—-—-— —-—-— -— - ---- — - LONDON 17 J ARCHITECTURE+DESIGN � a PO BOX 1362 FIN cLc r? PROPOSED ENTRY OVERHANG ► _ - - BRIDGEHAMPTON NY 11932 TELEPHONE ALJL@.63 G 6378 PROPOSED POOL ENCLOSURE E-NNL�I�IARCMGI-ir�cOM AND CODE-COMPLIANT GATEto Fi t�FL00R FlN. - .. -. _ ._ __—_ _ - _ HIRSCH MAT NEW SUFF LKAVE MATTITUCK NY11952 11952 - - —i SEC:115 BLOCK:10 LOT:02 EXISTING POOL CABANA TLR-EMAIN ► ELEVATIONS LLL---III Scale.1/d-1-0' 02 SOb:UTH 1,_' 1 ELEVATION So ' PERMIT SET A-200 2303-JL a 2023LONDONA+O All Rights Reserved I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I ISSUE DATE: ED SUBMITTAL 06 0925.23 SO SUBMITTAL 07 10.02.23 PERMIT SET Ot 10.01.25 PERMIT SET 02 02.09.26 —_—___—_—_ REVISIONS: 4 p C c F E B 1 2 2026 --------------- - - --- Southold Town 4 — — — --- --------- _-_ _— --- --- --- — — - -_ _ -- - - — - - - -- Board of Trustees - a - - — 0 REDUCE SCALE BY 50% -- WHEN PRINTED AT 11x17 4, - * ,► m� t cluoe --------------------------- - - - --- - - ------------- - - 9 SB 'g --_ - rF0 NE`Ny0 Drawing Legend: -------_- Wall To Be Removed 81 EAST ELEVATION Wall To Remain Scab:1/4"= A New Wall — New CMU Fountlation — New Foundation Wall Existing Foundation Extg,CMU Foundation -------- Lines Above Lilies Below Centerline ------- Boundary 101 Door Tag —__ -_.._.. __ --_—__ _—_—_ ___—_—_—_—_—_—_ _- /01 Window Tag Section X, XX/X-XXX Sheet A-XXX x Detail Tag b ,�x Elevation Tag X/\X Imenor Elevation Tag i _ LONDON N � ARCHITECTURE+DESIGN a n — ., _—_ _ _ _ ___.- _ —_-_ _-.._ ___—_—_—_—_ _—_— PO BOX 1362 BRIDGEHAMPTON NY 11932 - PROPOSED ENTRY OVERHANG TElEPF10NE-.631 9076378 -- EXISTING POOL CABANA TO REMAIN E-MAIL:II®tMCMGMTGon q - PROPOSED POOL ENCLOSURE '- --�' AND CODE-COMPLIANT GATE ------ HIRSCH AVE MAT NEWK NY 11 52 MATTRUCK NY 11952 -- SEC:115 BLOCK:10 LOT:02 —_____—_—_-- _________ ----_ ELEVATIONS Sple:114"=1'-0" 0.2 NORTH EL1'11'EVATION Salo:1/4'= PERMIT SET -201 2303-JL ®2023 LONDON A+D All Rights Reserved 1 I I I I I I I I I 1 I I I 1 I 1 I I I 1 I I I I 1 I I I I I I I I I I I I I I I I 1 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I ISSUE DATE: SO SUBMITTAL 06 09,25.23 SO SUBMITTAL 07 10.02.23 PERMIT SET 01 10,01,25 PERMIT SET 02 02.09.26 o y REVISIONS: �I''^u, ppM 12r _ D _ F E B 1 2 2026 - - Southold Town --------------------- ------- ---- -------- 1 � --I-- ---------------------------------- Board of T usteeS EXISTING POOL CABANA - TO REMAIN REDUCE SCALE BY 50% z _ s� > AR LL - C D ti -- PROPOSED SALTWATER GUNITE POOL- PROPOSED POOL ENCLOSURE,OUTDO.R01 9 JS GMDE®BANK TOP �F SHOWER,AND DECK STAIR TlC NE`N (�SOb:UTH 1/s'ELEV1'-0'ATION Sca Drawing Legend: Wall To Be Removed — Wall To Remain — New Wall — New CMU Foundation — New Foundation Wall Existing Foundation Ext%CMU Foundation --_____ Lines Above ____________ Lines Below __—_—___—_—_—_—_—_—_— __—_—_—_—____--____ -.-.-.-.- Centerline -----.- Boundary tOt Door Tag 7 ^t Ot Window Tag Section X. U/X_XXX sneer A-XXX �o x Detail Tag / Elevation Tag --- ----- -------- ------------------ x4x Intenor Elevation Tag 21 x ---------- -------------------- LONDON -- -..,.. - -- ARCHITECTURE+DESIGN 1 EXISTING POOL CABANA PO BOX 1362 ---- -- TO REMAIN BRIDGEHAMPTON NY 11932 --- --- § TELEPHONE.631 807 6378 E-MNL.IL®IARCMGMTCOM — --- -- - -- -- - - - ---- - PROPOSED POOL ENCLOSURE w/ - ODE-COMPLIANT GATES PER PLAN -- § - h _—_—_—_—_ --_—_—_—_—_—_—_---_—_—_ �®ORNEWAY HIRSCH I? 5026 NEW SUFFOLKAVE MATTITUCK,NY 11952 -------------___________________�___-----------___ GIUOE�BNIKTOP __-. _ _ _- SEC:1158LOCK:IO LOT.02 02 �RTHE U6'•LEVATION1' b: CABANA ELEVATIONS Scab:114"=1'.0" PERMIT SET A-202 7 2303-JL m 2023 LONDON A+D All Rigbta Reserved I I 1 I I I 1 I I I I I I I i I i 1 1 I I I I I I I I I I I I I I I I 1 I I 1 I I I 1 I I 1 I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I ISSUE DATE: SO SUBMITTAL 06 09,25.23 SO SUBMITTAL 07 10,02,23 PERMIT SET 01 10,01.25 PERMIT SET 02 02.09.26 REVISIONS: _—_----------------- EXISTING POOL CABANA TO REMAIN REDUCE SCALE BY 50% WHEN PRINTED AT 11x17 LL --------- _ - _ L PROPOSED POOL ENCLOSURE,OUTDOORy,�F GR�oE®orOVENwY h SHOWER,AND DECK STAIR I �� F # PROPOSED SALTWATER GUNITE POOL - Se O �cRAOE®IY.NK Tor_ IcOFNE`�'�,l O1 nk T ELEVATION yr= Drawing Legend: Wall To Be Removed — Wall To Remain — New Wall — New CMU Foundalion — New Foundation Wall Existing Foundation Extg.CMU Foundation _—__—__ - Lines Above ------------ Lines Below -- - -- --------- Centerline ------- Boundary tot Door Tag /tort Window Tag Section X, %%/%-XXX Sheet A-XX% x Detail Tag Elevation Tag R X4x Intenor Elevation Tag X - - _ ------- - -- -- LONDON - ARCHITECTURE t DESIGN PO BOX 1362 EX STING POOL CABANA BRIDGEHAMPTON NY 11932 TOI REMAIN _ § TELEPHONE:631 807 6378 E-MAI1-1L�AaCMGMTCOM ".-- PROPOSED POOL ---- ------- - ENCLOSURE w/ CODE-COMPLIANT GATES N HIRSCH f7 5028 NEW SUFFOLK AVE MATTITUCK,NY 11952 —-— -. -._ 0nw 0® KTor y■ SEC:115 BLOCK:IO LOT:02 02 WEST ELEVATION l _MST FD— '1(I'�rV1 I'�f7�- ���((J/] CABANA ELEVATIONS L7 PERMIT SET 0 s-"1" _ FEB 12 2026 L-203 2303-JL SOUthOId Town ®2023 LONDON A+D I B and Of Trustees '' All agnla Reserved I I 1 I I I I I I I 1 1 I I I I I I 1 I I 1 I 1 I I I 1 I I I 1 I I i I I I I ISSUE DATE: SO SUBMITTAL 06 09.25,23 SO SUBMITTAL 07 10.02,23 PERMIT SET 01 10.01.25 PERMIT SET 02 02,09.26 REVISIONS: CAST IRON ROOF DRAIN TO - _ � ALUMINUM LEADER FLASH OVER FA RETURN FLASHING RING BEHIEHI ND RAINSCREEN.SEAL SECTION @ EXISTING FLASHING TO w SELFAD ERNGM ROOF VYCOR REDUCE SCALE BY SO RESIDENCE-TO REMAIN FLASHING TAPE WHEN PRINTED AT 11x17 VG CLEAR CEDAR FASICA - - QAR BOARDS./GLUED al M L y�P WEATHER JOINT STAINED TO MATCH EXISTING HOU E I' SIDING MOUNT OVER I VERTICAL BATTENS AN6ICE V S WATER SHIELD I, SLOPED DRIP EDGE AT I I,I' I m� BASE OF RAINSCREEN CAVITY-CLAD w/ALUMINUM — LEI 358 yQ FLASHING AND SEAL./ _ - - QF NE� SELF-ADHERING VYCOR - FLASHING TAPE I - e vd --� Drawing Legend: p ___ ___ _: Wall To Be Removed —_—_—_—_—_—_—___—_—_—_—_—_—_—_—_—_—_ _—_ _ _ _____—___—_—_—_—_—_—_—_—_—_—_—_— Wall To Remain — New Wall SECTION EXISTING New CMU FouMation RESIDENCE-TO REMAIN New Fountlaeon Wall Existing Foundation Extg,CMU Foundation \ PROPOSED LEADER RUN _ BELOWDECKANOTIE - - ► _____--_ Lures Above i INTO EXTG.DRYWELL j PROPOSED IPE DECK w/ ......... -.- Lines Below \ CONCEALED FASTENERS — Centedine Boundary / _.. - tOt Door Tag L Window Tag -—-—-— ----------------------- VG CLEAR CEDAR SKIRT SECURE A BOARDS STAINED TO PRESSURE-TREATED '` Section X, MATCH EXISTING HOUSE LEDGER BOARD TO ,S /X XXX Sheet A-XXX PROPOSED ENTRYAT EXISTING RESIDENCE SIDING EXISTING RIMJOIST w/ ' GALVANIZED LAG BOLTS SET LEDGER----- i SHEATHING BOFF OF Y MIN,1/2' Iawei Detail Tag ____—___ _____.____—____--__ --_—__ �.. _ _—_—_ -_. --_ __ Elevation Tag X/,,%x Interior Elevation Tag 02 \Vx SECTION EXISTING RESIDENCE-TO REMAIN' �1 LONDON 03 , I , I ARCHITECTURE+DESIGN : PO BOX 1362 —_—_—_—_ BRIDGEHAMPTON NY 11932 - _ NEW C.I.P.CONCRETE FTG � TEU:R101JE 631 8076378 _—_—_—_—_—_—__ _ ' EYISTING CRAWLSPACE E-MAIL IL®IARCMCMTCOM L70�7,. �--._._ t -- - . '.1. Y ._. /nor ••..' "_'__J 1I HIRSCH 5028 NEW SUFFOLKAVE _ .. MATTTTUCK,NY/1952 SEC:115 BLOCK:10 LOT:02 SECTION SECTION O,� SECTION 01 Scab 112"=1'-0" 02 SoM:11r2"=1'-0' Sub:1/t"=1'-0' D E ^I'`'1JY. E SECTIONS U �} Scale'.1/4"=1'-0" PERMIT SET F F 8 2 2026 A-300 Y[ Southold Town 2303-JL fr ®2023 LONDON A+D Board of Trustees All Rights Reserved I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I 1 I I I I I FIXTURE SCHEDULE: ® HALO H991CAT 4•RECESSED =__= LED STRIP LIGHT-SPEC.PER HOUSING W/TRIM PER E-001 LOCATION MULT-POINT TRIM(2-SPOTS) SURFACE MOUNTED FIXTURE SOX -- L.QT LINE. EX STING OPERABLE DOORS MULT-POINT TRIM(3-SPOTS) VOLTAGE PARES-nE 1TEEAN SCODE COMPLIANT III IN WALL STEP LIGHT-SPEC PER OF THE DOCOOE-COMPLCUNT EQTG.SWRCN -- - -- POOL BARRIER TO BE EOUIPED 5---_ �bNvvdRLAR coMPLwrJr I K�_ EXTERIOR WALL SCONCE LOCATION ' I Lh g �I ► I ——————————————J 'Y WALL SCONCE SP FLUSH MOUNT SPEAKER DDNEW QT LINE VOLTAGE WIRE-TIE_. —. _._ _._,_. I] _._. _ I O DECK UPLIGHT SP IN-WALL SPEAKER INTO EXTG.SVATCN — — 1��.—._T —. .—.—.—.— _. ELECTRICAL LEGEND LANDSCAPE WELL UPLIGHT IN-WALL SUBWOOFER _ I _XLINE OF EXISTING DECK______ _ K4 LUTRON HOMEWORKS I WIRELESS ————— - l PROPOSED DECK EXPANSION _ KErPAo LocAnoN w. ourvoen SOUND BAR $ SINGLE POLE SWITCH - CEIUNb.FAN i I I 3 THREE WlY SNATCH JAMB SWITCH $R ELECTRIC RADLWT KEYPAD SNOM 0 SP CONTROL YNRELE58 SHADE -_ "'" -TQ ELECTRICAL NOTES: FAN TIMER L____ __ — _ u I -SWITCHES TO BE INSTALLED AT 44"TO � DUPLEX RECEPTACLE OUTLET 8-9 1_ 3_-9114^ CENTER LINE OF SWITCH A.F.F.OR AS NOTED ON ELEVATIONS-SEE SHEET E-001 FOR DO LQRECEPTACLESVATCHEO — ALIGNMENT FOR ALL OUTLET _ 8'-11• l� g'-23/4' e'-21/4^ V-21/4^ 6'-e3/4^ p SWITCHES/T-STATS/OUTLETS/PANELS ./- - -OUTLETS TO BE INSTALLED HORIZONTALLY IN MVRECEPTACLECUTLET F- CENTER OF BASEBOARD PER A-600 DETAILS eR GFI DUPLEX RECEPTACLE OUTLET „I -ALL SWITCH PLATES AND ELECTRICAL =w WEATHERPROOF DUPLEX COVERS TO BE MATTE SNOW;MAESTRO SwF RECEPTACLE OUTLET zl SERIES SWITCHES/DIMMERS W/CLARO c SWITCH PLATE COVERS. ® DU�q Wn ACLE i ET -SEE ELECTRICAL SCHEDULE E-001I002 FOR FyPROPOSED COVERED PORCH ELECTRICAL QI TRIMIBAFFLE SPECIFICATION.IF NOT VISIBLE, _*OW 0 DLETTED LINE RECEPTACLE .SroM:t/4•=r-0^ CONTACT ARCHITECT -DIMMERS AT ALL LIGHTS LOCATIONS; II —FAN HALL MouNT EXCEPT CLOSETS. 0 BATH FAN CLG.MOUNT -IC BOXES TO BE USED FOR INTERIOR TELEPHONE JACK APPLICATIONS WHERE INSULATION 13 WITHIN 3"OF UNIT HOUSING FEZ TVLAtAA,W HOMI -ALL BATH FANS SHALL BE SUPPLIED WITH ER NETY.oRKETRERNET IN-LINE FANS-DUCTED AND VENTED TO THE cK BUILDING EXTERIOR PER M1505.2 THERMOSTAT -ALL LAUNDRY AND WET LOCATION 125V-250V tl\ TEMP SENSOR RECEPTACLES SUPPLIED BY SINGLE-PHASE IL`J BRANCH CIRCUITS RATED 15OV OR LESS TO SMOKE DETECTOR GROUND SHALL HAVE GFCI PROTECTION. 0 -ALL RECEPTACLES TO BE PLACED AND O CARBON MONOXIDE DETECTOR WIRED PER ES01.2.1.ANY DISCREPANCY MUST OM BE BROUGHT TO THE ATTENTION OF THE ® CARBON MONOXIDE DETECTOR ARCHITECT DURING INSTALLATION I{J I JANDY SNATCH TO POOL EQUIP PROVIDE CARBON MONOXIDE ALARMS ON �/ EACH LEVEL AND IN THE BASEMENT(IF CENTRALVAC APPLICABLE).POSITION ALARMS NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. SMOKE DETECTORS ARE REQUIRED IN EACH Security Legend: BEDROOM AND ON EACH LEVEL OF DWELLING W/LOCATION AND SPACING AS REQUIRED BY ❑K -Alarm Keypad THE NEW YORK STATE BUILDING CODE. MUD -Motion Detector(Wall Mounted) ANY ALTERATION,REPAIR,ADDITION TO OR M-D. -Motion Detector(Ceiling CONVERSION OF AN EXISTING DWELLING Mounted) REOUIRING A BUILDING PERMIT NOW O.C. -Door Contact REQUIRES THAT ALL SLEEPING ROOMS IN THE -Heat Detector(Ceiling HOUSE BE UPGRADED WITH HARD-WIRED AND Mounted) INTERCONNECTED SMOKE ALARMS. -Security Camera(Soffit/ Wall mount 365'Mobility) LONDON ARCHITECTURE+DESIGN PO BOX 1362 BRIDGEHAMPTON NY 11932 TELEPHONE 631 8076378 D E MPILIL®LP.RCMGMTCOM r E B 1 2 2026 HIRSCH 502E NEW EUFFOLKAVE MATTITUCK,NY 11952 YY SEC:175 BLOCK:IO LOT.02 Southold Town Board of Trustees PROPOSED ELECTRICAL Scale:AS NOTED '�°y�� F� PERMIT SET a t E-100 [� m9T o35g< O ROP Ne`$ 2303-JL ®2023 LONDON A+D All Rights Res a rved I I I I I I I I I I 1 I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I i I i I I I I 1 1 I I I I I I I I I I I I 1 1 1 I I I I 1 I I I I I I I I I I ISSUE DATE: SO SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10-02.23 �----------------------------� PERMIT SET 01 10.01.25 _ PERMIT SET02 02.09.26 ' EXISTING DECK STAIRS TO t____________. F _________________jam BE REMOVED AND REPLACED ---. ____________________R EXISTING DECK FRAME ________________________________________________________________________________ REVISIONS: ______ AND HANDRAILS TO BE _______ ____________________________________________________F________—____—_______�________________ REMOVED AND REPLACED _______---------------___________________________________________________________,,, --------------- EXISTING 12'x40'RAISED STEEL-WALL VINYL POOL w/WOO r. _= SURROUND TO BE REMOVED AND ��yII1II REPLACED w/16'x 40'NEW GUNITE POOL'POOL SURROUND TO BE MOVED 53"FURTHER FROM THE TOP OF BLUFF SETBACK Ba PRIMARY ----------- FEB 1 2 2026 ----------------------------- - - = -- -- w �— -- PRIMARY KITCHEN DINING LINNG ROOM c ,t}a, PRIMARY EXISTING DECK BENCH AND STAIR _ Southold Town -w c _ TO BE REMOVED AND REPACED Board of Trustees PER PLAN -� REDUCE SCALE BY 50% 7 WHEN PRINTED AT 11x17 EXISTING PLUMBING WAST LIN If FROM CABANA TO EXISTING' EXISTING UNFINISHED CABANA FOUNDATION LINE OF EXISTING DECK SANITARY SYSTEM TO REMAIN TO REMAIN M LINE OF EXISTING GARDEN II C' I II * # rFOF ExrG.FULL fliTIK 1ST FLOOR DEMOLITION Drawing Legend: Sale:3/16"-1'-0" - _______ Wall To Be Removed ______ ---- ----------__------------------- -__`___`_------ - ------ ---------------_ -- ------------------ ---- ---- --- """`__'---------_------- e<n�....w.�..� Wall To Remain f f New Wall EXISTING C I.P CONC.SLAB AND New CMU Foundation POOL CABANA TO REMAIN.P EXISTING 6'WOOD FENCE TO BE EOUIPMENT TO BE UPGRADEOD OL FOR New Foundation Wall REMOVED AND REPLACED PER NEW POOL Exisb g Foundation PLANS EMg.CMU FouMalon 24'A 3/4' t'-S'/ 8'-0" 1'6" B'-0" 1'41' 8'-0" 7'-6" 5'-37/4" 1'-0" 6'-11" 1'6" 10'-412" _----___ Lines Above .T On.S Bel- 9 `, -------- Centerline, Boundary 8 Door Tag Window Tag Section X, XX/X-XXX Sheet A-XXX \ x Detail Tag .. �._ ___ ___ ___ r� __ ________ __ - _ _ a c 3.5• Elevation Tag x/,,,,fix vInterior Elevation Tag X'.,. f \\\\\ TT h 1. \� �\ LONDON A BEDROOM BATH EXISTING C.I BOVER PCONC - ARCHITECTURE+DESIGN SIA PIERS TO REMAIN j LAUNDRY CRAWL SPACE 't PO BOX 1362 •t 1 �� i4 BRIDGEHAMPTON NY 11932 �µ^ TELEPHONE.631 807 6370 x STORAGE x 4"IRE DECKING wl E MNLWJI$LPRCMGFfTCOM _ _ CONCEALED. �_ AL I FASTENERS_ ((�� - o DECK LOCAT70N8 , MECHANICAL -y an ' _____- NG UNFINISH 11 HIRSCH __ ____ ____ ' 0_ G Iar ANO REMAIN TI 1 - 5028 NEW SUFFOLKAVE -__-_----_. _- - MATTITUCK,NY 11952 CAB ON 5 1/4"x 11 7W PSL I -- OPPED GI Ip SEC:115 BLOCK:10 LOT:02 W I I , I , i -------------- -------- --- I --------------- 72 -, T--- -_ ______--_ __ C �m CONC FTG.w/8 CIPE I I 1 I I - ANDM STRRU S tro. 1 1 L--�--------' 1 PERMIT SET R 25 491 5' S 1 p0 C0PROPOSED DECK FRAMING l.J Sale:3n6• 2303-JL I_ 5'-S 1/4• 11'A"I, 5'-7" 2 -6"I. 9'-71Q" �7'-W� V-B 1/2' I7'-6'I- 5'-11 1/2" I, Y-O' I. T-11' 3-0" �.1 � ®All 2023 LO NDON A+D '( I 1 I I I '( Reserved I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMTTAL 07 10.02.23 PERMITSET01 10.01.25 PERM SET02 02.09.26 .Q Q L REVISIONS: y\h y^\� u I I ^\b+ I ^\a+ I yQ? i y0/ 1 — —————————————— aQ aQy ® C33 tr yap' `lu'lll o`' I E C E It— ————————————————— -- I J FEB 1 2 2026 211 112x 18'k 8"STL 1/2"ANGLE_ �yy��? ay yQ� yyy0/ ice#` AWE, REDRILLEDSTAGGEREDHOLES OO GO V `Z'O Southold Town Board of Trustees 11'-11 3/4" 11'-11 3/4" 12'-4 3/4" 36'-4 1/4" REDUCE SCALE BY 50% 1 PROPOSED ENTRY FRAMING 1^ e WHEN PRINTED A 11X17 scale: P-o" �OFNENy Drawing Legend: __ Wall To Be Removed Wall To Remain — New Wall � New CMU Foundation New Foundation Wall Existing Foundation Edg.CMU Foundation -——————- UnesAbove ------------ Lines Below --------- Centerline _ ------- Boundary 1a1 Daor Tag /101 Window Tag Section X, XX/X-XXX Sheet A-XXX x Detail Tag DElevation Tag X4X Interior Elevation Tag x LONDON ARCHITECTURE+DESIGN PO BOX 1362 BRIDGEHAMPTON NY 11932 NOTES: USE METAL JOIST HANGERS FOR ALL TELEPHONE:631 8076378 APPROPRIATE FLUSH CONNECTIONS- - SIMPSON OR APPROV.EQUIV. E-Ml:1L®LARCMGNcc0M 2"CLEARANCE @ ALL LVL HEADERS OVER INTERIOR POCKET DOORS TO ACCOMMODATE RECESSED TRACK —ALL STRUCTURAL STEEL CONNECTIONS TO BE WELDED** NOTE:ALL ROUGH CARPENTRY AND WOOD HIRSCH 5028 EWSUFFOK STRUCTURAL FRAMING SUBCONTRACTORS SHALL MATTIITUCK,NY 11 52VE COORDINATE JOIST LOCATIONS WITH ELECTRICAL sec:116 BLOCK: Lor,oz FIXTURE LOCATIONS PER CONSTRUCTION SHEETS:E-100-102. INSTALLING STRUCTURAL HEADERS TO ACCOMODATE FIXTURES AS POSITIONED IN THE PROPOSED E-SERIES CONSTRUCTION DOCUMENTS SHOULD BE INCLUDED IN THE AGREED UPON ROUGH-CARPENTRY SCOPE.*FIXTURE POSITIONS SHOULD BE COORDINATED PRIOR TO FRAMING COMPLETION TO AVOID REVISIONS. PERMIT SET �S-1 01 2303-JL ©2023LONDONA+D All Rights Reserved I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I Glenn Goldsmith, President ®f S0 Town Hall Annex 54375 Route 25 Nicholas Krupski, Vice President O� ®� � ® P.O. Box 1179 Eric Sepenoski J�S Southold, New York 11971 Liz Gillooly css Telephone(631) 765-1892 Joseph Finora � a� Fax (631) 765-6641 COUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 25, 2026 Douglas & Leslie Hirsch 35 Kettlepond Road Jericho, NY 11753 RE: DOUGLAS & LESLIE HIRSCH 5028 NEW SUFFOLK AVENUE, MATTITUCK SCTM# 1000-115-10-2 Dear Mr. & Mrs. Hirsch: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 14, 2026 regarding the above matter: WHEREAS, DOUGLAS & LESLIE HIRSCH 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 October 24, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: establish and perpetually a vegetated non-turf buffer from the wetland line to top of bank vegetated with native vegetation; removal of switchgrass and miscanthus; pool to be a saltwater pool; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 14, 2026, 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, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the project 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 DOUGLAS & LESLIE HIRSCH to remove 432sq.ft. wood deck, front entry stoop and trellis on (west) landward side of existing 1-'/Z story dwelling with 15.1'x18.8' covered deck, remove 547sq.ft. deck and wood skirt wall on (east) seaward side of dwelling; remove 88sq.ft. concrete slab for pool equipment; remove 95 linear feet of pool fencing, remove walkways, remove swimming pool; construct a 386sq.ft. front covered porch with entry stoop and overhang over new foundation; construct 748sq.ft. raised decking over grade on (west) landward side of pool with outdoor kitchen area and a ±12' x ±10.6' raised spa; for the mechanical/generator area, excavate 58 cubic yards of fill, install a 116sq.ft. concrete slab, 13' long and 24.6' long foundation walls and steps down into area with 34 linear feet of perimeter screening consisting of concrete walls and wood fence; construct 222sq.ft. of stairs with outdoor shower and storage area on south facing side of deck; excavate 108 cubic yards of fill to construct a new 16'x40' raised gunite pool with 18" perimeter overflow trough over the footprint of existing pool, extending 59" to the west; install 81 linear feet of 6' high pool fencing with gates; and install new leaders to existing drywells; with the conditions to establish and perpetually a vegetated non-turf buffer from the wetland line to top of bank vegetated with native vegetation, remove switchgrass and miscanthus, pool to be a saltwater pool, and all lighting to be dark skies compliant; and as depicted on the site plan prepared by London Architecture & Design, received on February 12, 2026, and stamped approved on February 19, 2026. Permit to construct and complete project will expire three 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, 4 Glenn Goldsmith President, Board of Trustees _� Y _ ,_ 77 OL :EI U , � x t. ,{ e' e , # s _ TIe s S-0 sss , , ,u , , r 'A a . TH1S >N�OTI�CE+tVlUST BE fDlSPLAYED DURING CO,NSTRUCT,ION N t a ..",S%, TOWN TR'U TEES OFFICE,T0WN, QF S40'UTHOL�D �. SOUTH {N.Y. 11971 T . E , r , _ , { EJ LONDON A+D rEfEIB E 0 U 12 23 Attn: Elizabeth Cantrell Town of Southold Board of Trustees '� Southold TOYM :: .,. 4 Southold Town Hall Annex Board of Trust 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 Good Afternoon: Per your communication with Douglas Hirsch regarding the submitted permit applications for: 5028 New Suffolk Avenue, Mattituck, NY 11952 sctm#115-10-02 We are respectfully submitting the following documentation: (4)sets of 11 x 17 printed plans, revised per Review Board comments -A revised written project description(included below) You may contact us with any questions at the number below Remove and replace 95 if of 6'pool fence and gate w/81 If 6'wood pool fence and gates per plan landward fence. Remove 432 sf wood deck on landward(west)side of residence,547 sf deck and wood skirt wall on(east) water-facing side of residence. Construct 222 sf stairs w/outdoor shower at grade on south-facing side of deck over existing footprint,800 sf raised decking over grade on the(west)landward side of the pool Construct new 386 sf covered porch with entry stoop and overhang-over footprint of existing stoop and deck w/new leaders tying into existing drywells. Remove 550 sf raised steel-wall vinyl pool and excavate 71 cu yds fill below.Construct new 16x40 raised gunite pool w/18"perimeter overflow trough over the footprint of the existing pool-extended 59"in the landward (west)direction. Thank you, Jared London,AIA,LEED AP® u S LONDON ARCHITECTURE+ DESIGN P.O. 1362 Bridgehampton,NY 11932 JL@Iarcmomt.com c.631.807.6378 LONDON A+D P.O.1362 Bridgehampton NY 11932 o. 516.349.1234 c. 631.807.6378 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, February 4, 2026 11:42 AM To: 'Douglas Hirsch' Cc: jl@larcmgmt.com Subject: RE: Hirsch Wetland Permit Mr. Hirsch, Regarding your project yes you will need to submit two sets of revised stamped plans with the following changes/additions: • All plan pages that show the pool house/cabana have a call-out stating that the existing pool house/cabana to remain and not be modified. • The entirety of the bank from the wetland line up to top of bank be established (call out throughout bank) as a vegetated non-turf buffer area with the removal of all Miscanthus/fountain grasses and revegetate using native vegetation. • A call-out stating any materials removed to remain within the confines of the property lines. • A call-out that the pool be a saltwater pool. • And a call-out that all outdoor lighting be Dark Sky compliant. There would also be a$50.00 final inspection fee due prior to the issuance of your permit,when it is ready to be issued. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Douglas Hirsch<dhirsch@sadis.com> Sent:Tuesday, February 3, 2026 12:21 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc:jl@larcmgmt.com Subject: Hirsch Wetland Permit Hi Elizabeth, hope all is well. I have decided not to seek a permit to rebuild the pool cabana and would like to go forward with the permit that was approved at the hearing. In other words, we are_not going to make any changes to the pool cabana and will simply be installing a new deck and pool as set forth in the plans. Questions: 1. Do we have to submit new plans showing no work or changes to the pool cabana? 2. What do you need from me to issue the wetland permit that was approved at the hearing? Ty. Douglas R.Hirsch,Partner I Bio 1 Sadis&Goldberg LLP 551 Fifth Avenue,21st Floor New York,NY 10176 dhirsch(o)sadis.com Phone:212.573.6670 Fax:212.947.3796 sadis.com LO SAD IS Confidentiality Statement: This email is sent from a law firm and may contain information that is privileged or confidential. If you received this email in error, please notify the sender by reply email and delete the message and any attachments, if consistent with legal requirements. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 FROM: Tami Loeffler, 535 Luptons Point Road, MattituckNY I t952 -. CONCERNING: Wetland Permit for 5028 New Suffolk Avenue, Mattituck NY „� I apologize for not being there in person this evening to read this letter, I had planned on it, but my mother had to undergo unscheduled emergency surgery this afternoon. Thank you for reading this letter on our behalf. We are deeply concerned about the effects of the proposed changes on both the environment and the surrounding neighborhood as a result of the Wetland Permit Application for 5028 New Suffolk Avenue, Mattituck NY. My father, an Air Force veteran and retired SCPD detective, and my mother, a retired schoolteacher who taught in Laurel and Cutchogue East, built their home in 1972. I have been staying with them since losing my federal job as a result of the DOGE cuts. My father suffers from dementia and Parkinson's disease, and my mother is his full-time caregiver. (I bring this up because it is relevant to our ability to buffer the proposed changes with landscaping as we are on a fixed income). Long before my parents built our home, the land behind it has been active farmland. Until this past summer, our view was entirely of open agricultural land. That changed when the property owner removed trees and wild grasses and replaced them with a manicured lawn. During the summer drought, when the SCWA asked residents to reduce water usage, the property owner watered newly planted grass twice daily, every day, for weeks. This resulted in large stagnant puddles and runoff onto Lupton's Point. As a result of the removal of the grasses and trees, our family now looks directly at the neighboring house. We do not have the financial means available to install extensive landscaping to block the house or its lighting. The property has increasingly been treated as a private recreational space, with little apparent consideration for impacts on the natural environment or nearby residents. Most notably, extensive lighting has been installed that is ostentatious and out of scale with the rural character of the North Fork—more reminiscent of Las Vegas than a farming community. This lighting negatively impacts birds and sea life and, even if deemed compliant with Town Code, is not Dark Sky—compliant and provides no benefit to the neighborhood. Compounding this concern, the electrical work was initially completed without the required permits. Lupton's Point has no streetlights. Marratooka has none along that stretch, and New Suffolk Avenue has very few. IN a stark departure from the rest of the neighborhood, multiple 30-foot light poles were installed on the property in a manner that is highly disrespectful to neighboring homes. These lights are routinely left on, along with excessive interior and exterior lighting at the house, even when no one is present. When this issue was raised with the landowner, he sent a photo of the solar fairy lights on our fence, as if to say that the two were equivalent and then threatened to take us to court. We are deeply worried about the cumulative impacts of this new development and the effects not only on nearby residents but also wildlife and the natural landscape. The property owner has also frequently and vocally complained about the farmer who works the neighboring land. This reflects a troubling lack of understanding that farming, and the people who do that work - is what defines the North Fork. Farms are not decorative; they require equipment and active use. We would far rather see a tractor, a boat, or tools of the trade than luxury vehicles and excessive lighting. The property owner has used their wealth and status as an attorney to threaten litigation when challenged. This pattern of behavior reflects a disregard for the community, for farmers, for neighbors, and for local regulations. Additional expansion is now proposed, including replacing a perfectly functional pool with a larger one, adding a spa and outdoor kitchen, and moving development even closer to our property. Given the property owner's previous behavior, we fear the inevitable increase in lighting, noise, and disruption that will follow. We do not seek to prevent the property owner from realizing their plans. We simply ask the Trustees to halt the ongoing Hampton ifi cation of the North Fork. This is not the Hamptons. It is not Nassau County. This is our home. It is not a backdrop for someone else's extravagance. These actions devalue not only our property but the very character of the North Fork. Preservation is meaningless if preserved land is permitted to function as a private estate, illuminated day and night, without restraint or respect. I respectfully ask that this ongoing pattern of behavior be taken seriously and that the Trustees protect what makes the North Fork special, ensuring that no one individual is permitted to permanently alter a community and a landscape that has existed long before them. Thank you for your time and consideration. Tami Loeffler Glenn Goldsmith,President �o�OcoGy� Town Hall Annex A.Nicholas Krupski,Vice President <�a 54375 Route 25 0 Eric Sepenoski o ,a P.O. Box 1179 Liz Gillooly y • 0� Southold,NY 11971 Elizabeth Peeples ��l Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 11-712L Completed in field by: . Card sM DOUGLAS & LESLIE HIRSCH request a Wetland Permit to remove 432sq.ft. wood deck, front entry stoop and trellis on (west) landward side of existing 1-'/z story dwelling with 15.1'x18.8' covered deck, remove 547sq.ft. deck and wood skirt wall on (east) seaward side of dwelling; remove 88sq.ft. concrete slab for pool equipment; remove 95 linear feet of pool fencing, remove walkways, remove swimming pool and cabana; construct a 386sq.ft. front covered porch with entry stoop and overhang over new foundation; construct 748sq.ft. raised decking over grade on (west) landward side of pool with outdoor kitchen area and a ±12' x±10.6' raised spa; construct a 389sq.ft. cabana with bath on a raised foundation with walk-in basement; for the mechanical/generator area, excavate 58 cubic yards of fill, install a 116sq.ft. concrete slab, 13' long and 24.6' long foundation walls and steps down into area with 34 linear feet of perimeter screening consisting of concrete walls and wood fence; construct 222sq.ft. of stairs with outdoor shower and storage area on south facing side of deck; excavate 108 cubic yards of fill to construct a new 16'x40' raised gunite pool with 18" perimeter overflow trough over the footprint of existing pool, extending 59" to the west; install 81 linear feet of 6' high pool fencing with gates; and install new leaders to existing drywells. Located: 5028 New Suffolk Avenue, Mattituck. SCTM# 1000-115-10-2 T7of area to be impacted: Saltwater Wetland Freshwater Wetland Sound f Bay Part of Town Code proposed work fails under: ✓ Chapt. 275 Chapt. 111 other Type of Application: J Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: n�b(o ll r:. �o���tct�S c�.bDv�' P_XGn�/a��on So Gl©sue �o •�-oQ cjt ��� Present Were: __I/G. G Idsmith ,/ N. Kru ki /E. Sepenoski YL. Gillooly VE_P-eoples I I I I I I I I I I I I I I 1 I I I ► I I I I I I I I I I I 1 I I 1 I I 1 I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.0115 SPECIAL PROVISIONS PROJECT DATA Division 0-BID AND CONTRACT REQUIREMENTS Division 1-General Conditions TABLE R301.2 Wind REVISIONS: 1: INSTRUCTIONS TO BIDDERS 1: SUMMARY OF WORK GROUND SEISMIC The Contractor shall include and provide for all labor, materials, equipment, transportation, taxes, etc. necessary or DESIGN Bid prices tendered shall reflect the inclusion of everything necessary or proper for performing and completing reasonably incidental to the proper completion of the entire project unless specifically noted as being the responsibility of LOAD SPEED(mph) CATEGORY SD REVISION 01 01.09.24 the work required as described by these Plans and Specifications. Anything omitted there-from which is Others. Materials, equipment, and workmanship shall be new and of the best of their respective kind unless otherwise SD CABANA 08.17.24 necessary for the completion of the work or its appurtenances shall be considered a portion of the work although noted. The Contractor will be solely responsible to execute all work in such a manner as to protect the safety of the 25 psf 130 B not directly specified or shown in these Plans and Specifications. workers and the public. Any damage or disruption to preexisting surfaces, areas, and/or structures resulting from 4"VENT THRu ROOF SUBJECT TO DAMAGE FROM construction shall be repaired to original condition by Contractor. In each case where a specific Manufacturer is mentioned in these Plans and Specifications the Bidder shall Weathering Frost Line Depth Termite Decay base the Bid accordingly. If the Bidder elects to substitute a similar product for consideration the Bidder must The Contractor shall be responsible for all work including that of his Sub-Contractors. r provide both the Owner and the Architect with specifications and/or samples, and the cost differential of the1/2" 2" Severe 36" Heav To Moderate Moderate To Sli lit substitute for approval. All dimensions and grade conditions to be verified by the Contractor prior to commencement of the work and ordering of SHOLER FET9 y g 2: AGREEMENT FORMS materials. 4:. 1,2" Winter Design Ice Shield Underlayment Flood Air Freezing Temp Requirement Hazards Index Re The Contractor will be required to execute a written Contract with the Owner. The Contractor shall at all times keep the premises reasonably clean and free from accumulation of waste materials and U------_ _L� q rubbish. I 11 None None 599 The Contractor shall indicate the Completion Date for this project and will be responsible for fulfilling the terms of the Contract by that date. At the completion of the work the Contractor must remove all waste materials, rubbish, implements, and surplus materials, EXPOSURE: B URBAN,WOODED ❑ leaving the site and the building clean. Exposed and accessible surfaces to be wiped clean, floors to be waxed and (R301.2.1.4) C OPEN,COASTAL The Contractor shall unconditional) Guarantee all workmanship and construction for period of one 1 year c.o. F.A.I. Y P p O Y polished as specified and all glass and mirrors to be cleaned and polished. All hardware, mechanisms, and systems, shall from the date of issuance of the Certificate of Occupancy. There shall be a two(2)year Guarantee on all be correctly adjusted to provide for proper operation with all appropriate Operation and Maintenance manuals provided for a°MAIN wa TE uNE SOIL: heating, ventilation, air conditioning, plumbing, and electrical systems including workmanship, equipment, and Owner. SLOPE 1/4"PER.FT. CONNECT TO CLASS(CLAYEYSAND) BEARING CAPACITY 2000 psf materials. There shall also be a six(6) year Guarantee on "material defects". The Contractor shall supply the - PROPOSED IA1OwrS Owner with all the Guarantees noted above upon completion of the work and shall replace an defective work SANITARY SYSTEM p p p Y 2: ALLOWANCES BLDG: without any expense to the Owner and pay for all damage to other parts of the building caused by the repair. Where applicable unit price, stipulated sum, or other form of pricing may be tendered by the Contractor in order to PROPOSED CABANA PLUMBING RISER DIAGRAM FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf The Contractor shall replace defective work within ninety (90)days of being notified of the defect. complete a Bid and shall be clearly identified. SCALE: N.T.S. ROOF DEAD LOAD 10 psf ROOF LIVE LOAD 20 psf 3: INSURANCE 3: COORDINATION TABLE II Contractor shall carry Workmen's Compensation Insurance, Public Liability Insurance and any other form of The Architect is available to the Owner and Contractor for consultation regarding the intent of these Plans and Specifications and any deviation from them shall be reported to the Architect for consideration, in writing, prior to USE LIVE LOADS Insurance as required by law and/or as agreed upon with the Owner. The Contractor must review his Policies commencement of the work. Final decisions to accept non-conforming work or changes with respect to these Plans and and the Coverage Limits of those Policies with the Owner and if necessary modify those Policies to satisfy the ATTICS WITH LIMITED STORAGE 20 g Y Y fy Specifications shall be the responsibility of the Owner. Owner. ATTIC WITHOUT STORAGE 10 The Owner shall not be liable responsible for any accident, injury, loss, or damage happening or occurring during the term of the performance work NOT SCALE DRAWINGS.DIMENSIONS GOVERN OVER SCALE. ANY QUESTIONS AND/OR DECKS 40 of the ork herein referred to, and in connection therewith to persons, and/ DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN THE EXTERIOR BALCONIES 60 or property. The Contractor shall fully Indemnify and protect the Owner and his Agents, including the Architect, FORM OF A WRITTEN RFI PRIOR TO CONSTRUCTION COMMENCING. FIRE ESCAPES 40 his Consultants, and Employees, from and against the same, and agrees to save those Parties from every GUARDRAILS AND HANDRAILS related expense, liability, and/or payment arising therefrom. Unauthorized alteration to these Plans and Specifications may be unlawful and may invalidate them, verify with GUARDRAILS IN-FILL COMPONENTS 50 the Architects&Engineers.Any unauthorized use or alteration is a violation of the NYS Copyright law. PASSENGER VEHICLE GARAGES a 50 The Owner shall provide their own Property Damage, Fire, and other Insurances they deem necessary. These Plans and Specifications and Design are an Instrument of Service and are the property of the Architect. ROOMS OTHERTHAN SLEEPING ROOMS 40 4: SITE SUPERVISION 4: REGULATORY REQUIREMENTS �"«v' M LO `'y1 All construction, materials, and equipment shall conform to all State, County, and local zoning and building codes including S I AIRS 40 ` r{,i, The Contractor will provide a dedicated)Foreman, whose sole responsibility will be the daily site any relevant Environmental regulations. `'p — supervision of their Employees and all Sub Contractors. a, The Contractor shall execute all work in strict accordance to the specifications and recommendations of all relevant Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a Regulatory Agencies including but not limited to:ACI,AISC ANSI,APA ASHRAE ASTM DECRR FEMA NFPA NForPA, 20-square-inch area. b. and Underwriters Laboratories. No storage with roof slope not over 3 units in 12 Units. CAC. . _ WASTE PLAN Individual stair treads shall be designed for the uniformly distributed live load or a greater stresses. '�� 0$5$ 00 0 dconcentrated load acting over an area of 4 square inches,whichever produces the greater stresses. �O ,$ A single concentrated load applied in any direction at any point along the top. F N�' 1: DEFINITIONS e' Wood Materials Attics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 f. and See Section R502.2.1 for decks attached to exterior walls. Drawing Legend: renovationtior�re air op a atiions. Construction uction waste includes materials acka packaging. solid waste resulting from construction, remodr;ing' Wood Scrap Less Than 24"in Length p p p g g . Wall To Be Removed Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. .Grind or chip into material appropriate for mulch or erosion control Wall To Remain NOTE:ALL WOOD MATERIAL THAT COMES IN CONTACT WITH R _®� New Wall Intent Wood More than 24"Pressure Treated Wood More Than 24", Plywood Sheathing Half Size or More, Particle Board Half Size or More New CMU Foundation Divert maximum construction and demolition debris from disposal in landfills and incinerators, Redirect recyclable recovered Donation available to'Habitat for Humanity' CONCRETE SHALL BE PRESSURE-TREATED A.C.Q.TREATED LUMBER._ resources back to the manufacturing process. Redirect reusable materials to appropriate sites. No: NOTE: THIS PROJECT WAS DESIGNED USING AND SHALL COMPLY New Foundation Wall 2: ACHIEVEMENT plyood less than half size, pressure treated wood less than 24",particle board less than half size WITH THE FOLLOWING CODES: Gypsum Board -THE IBCC 2021 AND THE 2020 MECHANICAL PLUMBING AND .. Existing Foundation Contact"Habitat for Humanity of Suffolk" regarding construction waste acceptance directions. www.habitatsuffolk.org/restore.htm Clean pieces to be stacked on wood pallets and stored in a dry location for recycling,and/or reuse on-site or off-site. ELECTRICAL CODE FOR NYS. 177V 77\7�777 7 Extg. CMU Foundation Select one of the approaches below to divert demolition waste from landfill, -THE 2018 IRC AND THE 2020 RESIDENTIAL CODE OF NYS. Clean Gypsum Board Less Than Half Size -THE 2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO '_————— _ Lines Above Grind scraps of clean gypsum board using small mobile chipper or hammer mill. Screen out paper after grinding. FAMILY DWELLINGS ____________ Lines Below Approach One Use as inorganic soil amendment Collect commingled demolition waste to be sorted by a recycling facility. Reports of the diverted contents of the demolition Clean Gypsum Board Half Size or Larger NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF,AND PROFESSIONAL --------- Centerline debris are required to be provided by the recycling facility and submitted to architect. Donation available to"Habitat for Humanity" JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN _ _ _ COMPLIANCE WITH THE 2020 ECCC OF NYS. Boundary No: 101 Door Tag Approach Two moisture-damaged gypsum board Sort demolition waste on site by applying the directions below. 6. EXECUTION AND IMPLEMENTATION: 3: SORT DEMOLITION WASTE Implement waste management plan as approved by Stelae Architects and Owner. Provide handling containers, storage, signage, 101 Window Tag transportation,and other items as required to implement waste amangement plan during the entire duration of the Contract. — The materials in each source-separated container at the collection center have value or significantly reduced disposal cost � Section X, only if contamination is controlled. Materials should be seperated as listed. Assign a Waste Management Coordinator to be responsible for implementing, monitoring and reporting status of the plan. XX/X-XXX Sheet A-XXX Demolition Waste By Category Train workers, subcontractors,and suppliers on proper waste management procedures. Distribute waste management plan to entities _ NO. SHEET NAME r Detail Tag before they begin work on-site. Review plan procedures and locations established for salvage, recycling and disposal, +. Scrap Metal** �• x� xx ferrous and non-ferrous metals(banding, stud trim, ductwork, piping, rebar, roofing, other trim, steel, iron, galvanized sheet Provide Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, HE ----' steel, stainless steel, aluminum, copper,zinc, lead, brass, and bronze) streets,walks,walkways, etc. k`: x empty metal containers f.+.w, ., t .. _,:',, a X Designate a specific area on the construction site for segregated or commingled collection of the materials as following but not limited A-001.1 I PLAN b X Elevation Tag Wood to: �+ A-001,2 _ _. r�,. solid-sawn lumber 1-Metal 2-Wood 3-Cardboard 4-Drywall* 5-Concrete 6-Asphalt A-002 CODE SHEET x No: 7-Unrecoverable mixed construction waste 8-Commingled recyclable containers ,, ,, w� � � XXX)( x Interior Elevation Tag plywood, painted, primed,stained or pressure-treated wood, cement-coated foundation form boards or sheathing particle board Avoid contamination of materials. Recycling and waste bin areas are to be kept neat, and clean,and clearly marked. A 004 I X * Until further facilities are provided Gypsum Board* A-100 GABANA FOUNDATION store in dry location remove nails or screws,cornerbead to be recycled w/metal 7. RECORD KEEPING A-101 CABANA 1 ST FLOOR No: A-1 22 CABANA ROOF moisture damaged gypsum Keep records by way of a simple 3-ring binder with records, calculations on end-of-project recycling rates,salvage rates,and landfill L O N D O N rates itemized by waste material, demonstrating the amount of demolition waste was recycled or salvaged and diverted from landfill. It A-103 N R UN A I N ARCHITECTURE + [DESIGN Unrecoverable Mixed Demolition Waste will enable us to complete construction the waste management diversion summary for LEED certification and serve as a record of our A-104 ENTRY PLAN treated wood, plywood, roofing paper waste, cement-coated foundation form boards and sheathing joined effort in making this a green project. A-105 ENT No: PO BOX 1362 hazardous materials, solvents, paint cans/buckets, automotive lubricants, Keep track of quantities and types of materials recovered and discarded by using tables 1 &table 2 attached to end of this document. A-200 ELEVATIONSBRIDGEHAMPTON I\IY 11932 List salvaged materials to be reused. T Municiple Solid Waste List salvaged Materials for Sale: Include list of names,addresses,telephone numbers whom to be sold. A-201 EL IONS non-recyclable List salvaged materials for donation: Include list of names, addresses and telephone numbers whom to be donated. A-202 A N TELEPHONE:631 807 6378 cable plastic, stretch wrap, y p t ap, cement bags with plastic liners, non-paper food packaging, styrofoam, 9 p `� wax-coated cardboard,trash from on-site workers Indicate how and where materials will be recycled: Include type ofs recycled materials each will accept, names,addresses and A 203 BANA I No: telephone numbers. %e *i E-MAIL hazardous materials Indicate how and where materials will be disposed of. Include name, address,and telephone number of each landfill and incinerator A-301 SECTIONS -,s- v D s,rarlcarnN>Afu!HE PROP,_. oNDoN .. . facility. � ; � 'as `( � I. ..„:.. - � ILL Wi11 1,C_.,.�_Cr r0:�,IS NtOEC.I. * a..•.. f .,.., . ..., ._,�,„-,,a ,.: _ LUD ON AND ARC S-0R 15r.SO Until further facilities are provided Hauling au in and transportation ;* ,;,(�r�z� p s ortation procedures: Provide a description 9 d sc tion of transportation of the recyclable I I � ,,.: , ., ,.,..... m. .� ,.. . , , � ...: ..:;�,. �, i -----�-��--4=- "'+ ** .. p p p p e e cab a materials. �.,;.�s �.,.. �, ��...,.., � t��� Y .: Metals can be sold back to G r _ A e show Recycling Facility E 100 P T;;E Y 9 Y `> i � _ ��::,- �,� ► LONDON a+D u.c.sHAu cal DFrs�if D Tir I+AUTHOR n�vD�r ralN N.1 , L ,. ,•;- COAM00,h LAW RSE ED PoC7-{S,IV FlDDrIION TO CO YrUUI- www.gershowrec clan .com 8. SUGGESTED RECYCLING : E COV�CU UUFIJC vrD Y 9 AND HAULING FACILITIES CONTACT �� rt DEs,<,.NSHOU✓N�s,Rof�alF�aarn�vDa,Nnor3 ;�` �y,,n', ,� T 4 I1 ';, � '�;°4=tr. ,+.�-�`�r�., �fi^;y���j �J" OR COIy?N:ERQALLY EXPLOITED IN WHOLE OR IN PaRI'A/ilr10JT TI-iE . S-100 TURALPLANS r, J 7 ,t, , :`- I��': _. 4= z` .w; " .; ,;. WfLTrBNAUH0MzAFf0NOFLONDONA,-DUC_ Salvage Demolition Waste Habitat for Humanity of Suffolk:The accept— y y pt donations of any construction waste and salvaged demolition waste materials like; STRUCTURAL L 1-Clean salvaged items. plumbing S-101 9 _ p bang and electrical fixtures,windows and doors,appliances, etc. �z "' Y t *�}�YY � ..r� �_.".;'.,a ,rt t c':' � r:r 1 -;--""' :w. ".;.. +' :>b, • ,, 2-Store items in a secure area until Installation on site or transportation. www.habitatsuffolk.org/restore.htm �, w 3-Protect items from damage during transport and storage. Tel: 521 7789 4; RECYCLE WASTE USED BY ON-SITE WORKERS Address:2111 Lakeland Ave. Ronkokoma, NY 11779 HIRSCH 5000111111111111112 r_ Crown Recycling Facility:They sort out and recycle all demolition waste into, metal(any type of metal), scrap wood,concrete, asphalt, > 5028 NEW SUFFOLK AVE Metal,Plastic, Glass cardboard.They also provide reports of diverted materials from landfills. MATTITUCK,NY 11952 SEC: 115 BLOCK: 1U LOT: 02 beverage containers-aluminum, plastic#1 and#2, glass,foil trays, tin No: 865 Youngs Ave. �� bags, straws, untensils, cups, etc. PO Box:215 Calverton, NY 11933 5: RECYCLE CONSTRUCTION WASTE 631-727 3939 Packaging Cardboard Norsic Sanitation: Materials have to be sorted by the contractor on site. corrugated containers, heavy brown kraft paper Southampton, NY No: 631-283-0604 l plastic liners or wax-coated boxes s� NOV 1 7 2025 Southold Town PERMIT SET Board of Trustees PERMIT SET 5208 NEW SUFFOLK AVE , MATTITUCK NEWYORK I 1952 L 0 N D 0 N ARCHITECTURE + DESI G N P 0 I 3 6 2 B R I D G E H A M P T 0 N , N Y 1 1 9 3 2 P 6 3 I 8 0 7 6 3 7 8 1 2303-J L © 2023 LONDON A+D All Rights Reserved I I I I I I I f I I I I t I I I I I I I I I I I I I I I I I I I l I I I I I I i i I I I I ► I ► I I I I I ► I ► ► I I I I I ► I I I I ► I I ► I I I ► I I ► I I I ISSUE DATE: GJ l I O ..� H Crv�,vv .,.-...•.. Iv � o � (� -4 O SD SUBMITTAL 06 09.25.23 /�i .r. SD SUBMITTAL 07 10.02.23 94 8'TO TIE LINE II I 94 8'-(O TIE LIN ry PERMIT SET 01 10.01.25 � r. r No 12.2' 0� I No 12.2' ^���1k oD� I m .� N aDa m _ ., - Oo W 37.06p„� tk�O I o W_ 3� �2p„W p�° - 6 32.9 a as S74o502 II 6 32.9 1" W S1Qo50 ' : REVISIONS: 1 m S 87 17 1 W m S 87 1 1 WIRE FENCE 3A 761 1 s WIRE FENCE 3�•76' SD REVISION 01 01.09.24 ,� I IRREGULAR p•2'S• / „ I P o IRREGULAR p / SD CABANA 01*17.24 - N 86040120 E I FENCE I N 86040120 E I FENCE � ILTI 0.4 N. � �` E I I � I cn 0.4'N. � �, '� I I 54.64 MON. N °40 30 I I 54.64 MON• N °40 30 , I LANTER I PLANTER q E FENCE �, 7 v 1 \ LL LANTE2 I PLANTERglOOD N ?$ MON. 35.12' 0 2 E 86°4 '20" E N g� '20 \\ 2' MON. 35.12' A' 86°4 g7 .2 \\ a o.2's• N 55 8� N \ o.2's• 8' \ C o \ 1. , 10 O L.P.GAS \ O 10 O L.P.GAS p \ p O W © Iz I i Iz I I a s - h N TAX#1000-115-10-02 I a _ _ J, GARAGE 1 j O� GROVEL ` GARAGE ,- GRAVEL \ �? I 1 , m 1 - O in I 1 -P m 1 DRIVEWAY LAND N/F OF I�� = - = 1 , r - DRILEWAY DOUGLAS & LESLIE /� rn 0 1 a z I<v= m 23.7 G) HIRSCH //�� y rn 1 23.7' m a_ o .0 I i O 3, O T _ rp 1 D / p > t 1 m _ �O y r �O y SITE LOCATION (N.T.S.)� m J � m / 1 i / ----- tl I' I I Z _ __- ---- ---- I , Z -------- 1 ---- I I �,' 3.5' I I I -"I 0) 1 D - " 1 D 1 •--I / ,ram/ _ - 3 1 - - 1 1 I — _ - 1 1 ED i Z 1 r // I > v L '�'�► t r/ 7 CD 1 r 5' r ► m �c/� °aoo pp f ; / m O I , ❑ I -, i N O / / ►v — 6� O I , O �• O J II I I r/ ', i O '9j. a3ss IpQ' cOOp qF110 X-D 1 r to r N.� ` NN N� Drawing Legend: M STK 1 I 1 36' 41 il' 1 / ���� STK. t __ _� - I / w0� r11 - - - - - - - -• Wall To Be Removed i �i I TIDAL WETLAND BOUNDARY / , , , _ _,- _ I I TIDAL WETLAND BOUNDARY J `, \c3` Wall To Remain AS DELINEATED BY EN-CONSULTANTS i 4` I = i1 AS DELINEATED BY EN-CONSULTANTS o \ 1 "" " """'°"'"""3 New Wall O _.,!_ - -_.= MAY 4,2021 MAY 4,2021 , I , , ' ` \ (n O o , ,O New CMU Foundation / O 00 z 1 z `LIJ , / '; I J Z ' ) ,77. New Foundation Wall / 1 Op O m WOOD I / 1 I : '.-+,t< Existing Foundation O c9 DECK POOL I Y 1 , 1 1 / 1 O I O I ,1 // 1 1 I I ¢ `�` Extg.CMU Foundation I O o I Co 11 T / 1 t 1 1 1 1 m 1 --------- Lines Above LU , I / 1 _ ------------ Lines Below - \ I I W N o L' B 1 Cy O r u, ( ,y 1 LL 1 D v r `� 1 0� ' I '' Centerline / I I — .— r _ _ _ ------ DIRT PATH O , ' RAMP '1 h---- 1 ` I) DIRT PATH I LL1 , 1►-- � o o / �` --- � - / �i RAMP o S DOOrBoundary ary1 I _ ... .7• CATWALK g / I CATWALK i-- o 3• I 1 '1 ° I := / _A`---,I`. 3'x3 I �1 101 Window Tag 1 QyE WOOD I ', I EXISTING 240 SF POOL CABANA TO BE EXPANDED LANDWARD ' 1 ' as / v� WOOD 1 _ STEPS I 1 / yaQ STEPS xx/X-XXX Section Sheet A-X-XXX I I I I. I 1 _ STONE WALK Detail Tag 1 1 I 1 1 II I 1 IIIII L------- -i J � ..... X D Elevation Tag OWELL OWELL D N x ��' I X 0 x100 Interior Elevation ion Tag 1 I I 1 .►- I ► I.- I �., co X Z 1 I � i I f i Wi 1 I W Q j I 1510 Q j LONDON I m . 1 m ', E'—, -- '- -- c — -- ARCHITECTURE + DESIGN r .= LL I ; I i ,, ! ` f�`,.� � PO BOX 1362 I. I 1 O I I 1 p I,' - ,' �r_i �;� jd BRIDGEHAMPTON NY 11932 I I a 1 I it STK. o I i ; 1 STK. o NOV 1 7 2025 I TELEPHONE:631 807 6378 I 00 I ' I.—___f I MOI"_li E-MAIL:)L@IARCMGMT.COM R-25•O \ , N I R��S•0 \ - `, N `-- r. c, r T a THESEDRAWNCS AND TFOPCAiIONS ARE THEPROPERTYOFLONDON II 37 •g^ / \\ .� II 3� •g31 \ , J A+E>LLCON AND ARE FOR USE SOMY DEEMED RESPECT A THIS PROJECT. VS J Coo LONDON A+D TLC,SHALL EE DEEMED THE AUTI i0R AND RLT11N ALL O \ COMMON LAN RESEYAI D PoGI ITS.IN ADDITION TO COPIRICHT THE �` DESJGN SHOWN IS PROPRIETARY AND CANNOT BE_COPIED,DUPUCATID, \ •� I \ •(}> > OR COMMERCIALLY EXPLOII'D IN WITOLE OR IN PART WITHOUT 111E \\ N I \\ C3? N WPo'71ENA!J7H0RII-M0N0TI ONDONA+D LLC I MOB \ m MOB' LOT AREA , \ \ 128 32 74,996 SQFT (1.72 ACRES) \ \ FENCE \ CE F5 HIRSCH POST \ I 1RE \ �►`POST�1REFEN AREA CALCS 5028 NEW MATT TUCK FO AVE 2 \ i �� \\ MON CE S 7804TA p \ MON E S 7847'10 ALLOWABLE MAX GFA: 5100 SF + (17,347.16*.05) = 5967.36 SF SEC: 115 BLOCK: 10 LOT, 02 FE FENC 1 EXISTING BASEMENT: 771 SF \� 0.3• A 4'E \ ().,Ss. 4,E EXISTING 1ST FLOOR: 1533 SF 77��4o.'�'j" � WI[�E 440• EXISTING 2ND FLOOR: 553 SF - FENCE: ��,'v WATER) FENCE EXISTING TOTAL GFA: 2086 SF SITE PLAN COMPARISON 1,s Dill G _ �,s Scale: 1:250 F TREES (USEs PUB OF TREES EX SOWA E MAX CO LOT CO E: 5785 E: (74,996*.20) = 14,999.2 SF Aso HANIJS NRp HANDS PROPOSED LOT COVERAGE: 6920 SF EOWA EpWA PERMIT SET EXISTING RESIDENCE: 1533 SF EXISTING RESIDENCE: 1533 SF Zs A ��L1.-\NGATER� EXISTING GARAGE: 450 SF EXISTING GARAGE: 450 SF 0 ,�w 001 . 1 PUBS" I`ERR (USES PUgL EXISTING CABANA: 240 SF PROPOSED CABANA: 389 SF EXISTING DECKS AND POOL: 3562 SF PROPOSED DECKS AND POOL: 4548 SF EXISTING TOTAL: 5785 SF PROPOSED TOTAL: 6920 SF EXISTING SITE PLAN _ @)_PROPOSED SITE PLAN 2303-JL soale: T250e: 150 — C 2023 LONDON A+D All Rights Reserved I I I I I I 1 I I 1 I I I I I I I I I I 1 I I I I I I I I 1 I I I I 1 1 I I I I i I I I I I I I I I 1 1 I I I I I I I I 1 I I I I 1 t I I I I I I 1 I I I I I I I ALLOWABLE MAX LOT COVERAGE: (74,996*.20) = 14,999.2 SF \ \ � � ISSUE DATE: EXISTING LOT COVERAGE: 5785 SF SD SUBMITTAL 06 09.25.23 PROPOSED LOT COVERAGE: 6920 SF SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.01.25 EXISTING RESIDENCE: 1533 SF EXISTING RESIDENCE: 1533 SF EXISTING GARAGE: 450 SF EXISTING GARAGE: 450 SF -� REMOVE 286 SF DECK AND ZETAINING WALLAT GRADE EXISTING CABANA: 240 SF F PROPOSED CABANA: 389 S — --� �- -- --^-- - - - - - REV EXISTING DECKS AND POOL: 3662 SF PROPOSED DECKS AND POOL: 4548 SF _-_____- ---�-- --1--- I I Ns: EXISTING TOTAL.: 5785 SF PROPOSED TOTAL: 6920 SF SD REVISION 01 01.09.24 SD CABANA 08.17.24 I i I ! I I ' I I I :, �•� I I I 'I II I I { I: i t II I I ' ! If I II, \ I li I I ? 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II IiIIIIIIiI,II ,I1`:!iI:IIiI'iI1I ii �I,IIIi',III _ IIIIIII,,!II:II'IIII I( ��II!II1''IIII —II IIII�IIIi.,IiI!II�!i!IIIIII 't{!!III1IiI 'ry1I!,!III k,i�!!''jIi'!I'IIIIIiIIII�IIIIi1 I lI}II II!I �I?-LI I.lYaII�iIII�III1IIIIi --1,'l�IIiIIIIi'I, i�L�L11L#`t�N- �_I@IiII!f-,II;iI' ,I'iI'iIlIi,I!IIItI , ��,•..I;�',i' 'IIIIII, ;IIIIIIII II13 i 1 °IiI•,;\I I!IIIIII'I lIIiIsi \;,•Ia'lf;,.'II I IiI�iIIII ' \ � \ ----------— SUITE KITCHEN DNIN L IIIIIIII, III \� MEUG1ENM._0AETPFltA0P _N[,IL1O R.1R E .oE. ,�- wA. T. R EXISTING STAIRS AN D bsUH RR REMOVED AND REPLACED OUTDOOR SHOWER TO BE PER PROPOSED PLAN I POOLE GIPAIN,rEXISTING 88 SF MECHANICAL A L SLAB REMOVED AND REPLACED INSUNKEN ENCLOSURE!�_- FULL BATH T1�111111� ED (p "x",��C�����•-`-"p 12'.6" -O"°- F PROPOSED 149 SF EXPANSION OF EXISTING CABANA FOOTPRINT Drawing Legend: - - - - - - - - - - - - - - - - - - - - - W • °a� l'l4 1pIT 'oL O�B�� Fe � . � R� e m ove d Wall To Remain New Wall 7""777 New CMU Foundation 7 New Foundation Wall PROPOSED SITE PLAN Scale:1:75 Existing Foundation Extg.CMU Foundation -------- Lines Above ------------ Lines Below Centerline Boundary 101 Door Tag LINE OF EXISTING 286 SF DECK AND RETAINING WALL WindowTag PREVIOUS POOL TO BE REMOVED U> Section X, an Uj Sheet A-XXXXISTING DECK AND STEPS TO BE REBUILT � XX XXXIN EXISTING FOOTPRINT W I ---PROPOSED POOL ENCLOSURE FENCE AND POOL -- IiI'iiII','I;:I Ii'I{I IlII,II 1II:,.,III';,,''!III;II1;!,iI'::.,l,II''iIII,'I':iI:l.('i''I 1III@,.I:EEs,`!I@3il,•III'I'IIIII!'III l''i —-._-I_.-!-I--f I------I!@I---.-I_--_-I--._fI--.--.-_-._-_--_-I—__-I------_._iIi_i,__--tY',,"---,�.��-1-J;-{i.I I1 i II_--r-r`-I•�.---'-i.r}'-----_'-li!rtII-'-!I---,--kd"-f!{!I-='I,,--�-f-_Y--�S-i:-.„-_1l,.-kll,Y--.-I9;�_-.�_�✓r,y�--_-j'-�-"-.-r_L1tt!'�IIn,_�_A--_-y_1-1(l;•!II:•IlI-�'_.-`'-S,J�-�ytf��(',lIf�"�r- ---7{�l---.-Y_--Ii--_-_-f--II---+--__Jy.-I--I-L-----_--{-.___----,--�I-_-_------�._—�II_-:-�.--I✓---�-�II-__-}d t?---_-"-y..-.�4�---.-Y._--_-II-�/-_''),.I-0`F`r_ -- {{--- _- -" � if�-_'--.-�,tl.—"--r-�-_-_---@-1%-A m�-d---{,I—_e,'f�Q r----»t'-Ir•,-`-�,-�°•4.x---r"tIi I!`r;-t! -II+16::r?III',ifIfi!!fI:II!I,, 'sIIf.I.IIii!I �!,iI;IIijII'!�I�i�,{I'iI IIiI(I�1Ii!,le'i'i!:I,1liI�I�+I(NlI!,I''•'i1I,IIIlII!''I!�I•,I•iiII,"'lIIIli!i! ii!iI-bI iiI I'Iii i.I I4 IIII�-11II,III,,•I I!!III II!I-1'IIII—-I{I-II��I -Ir,II1rRRII� -I,IiIfiIffIi!i t•-IIII;-I;I:,;I:ii:�'jIl'1, ��'@(',If!,E{I@s• ooJaW!1II -aoQ>ygLU4Iii,I" -IItIII(I Xt-iI'_-J I�IIQYoomWm II,'IiIIII - :'i''f:Ii,I;1:s:-It!IIIII?II•-i. III!?,II(I!II1I� iI!l�Ii IIIIIlI.Iil -IIlfI!III.i ?IIIi!II! !)-i:i.JIiI!i{II:(II• !)IIIII, f���/@III1IIiIIl!�f{11Ai/ /�Iii,iII@IipPicI�, I/��—,i�`►�', 1IIiffIi\Il11I;'tI;'I:'IIiII A vsflI,,IfIII,,:,II:\ !�I .11•c1iI'E IIIl II'IIII li!IIIIII1,I (+1IEIII,'II \ �'♦� " P"r♦'I .♦_IIItI� a Y I tI111l f1'��1 - o"- E �- i - IPRT� ♦ 11i1 1 t1t1 1 I ` -\ W2'I IE N AU 7 H OR IZA T IO N OFL O_ND OD e t a il CT agCOMPLIANT GATE 01 LINE OF PROPOSED 16"X 40' xPOOL w/VANISHING EDGE W xD Elevation T aI goUo X 00 g oZ X ------- -- W X XXX Interior ElevatioLu n.' I T ._ a .- g W(0------ OP 4,FENCE AND POOL X LOSURE GATENC n w PROPOSED LOCATIONFOR OUTDOOR SHOWER LONDON ARCHITECTURE + DESIGN PROPOSED STEPS TO SUNKEN----------- MECHANICAL AREAWAY w/ PO BOX 1362 WOOD SCREEN ENCLOSURE BRIDGEHAMPTON NY 11932 PROPOSED 76 SF MECHANICAL TELEPHONE.631 807 6378 SLAB AND RELOCATED E0UIP, E AIL.jL LARCM MTCOM THES DRA�,vNcsAN.�,rEan�A110NSARt_i1 CPROPG 1Yn,�LON ON A DLLcAnD ARE FOR USE SOLELY RESPFC7 TO iH5 PROJECT Y LONDN A U.C.LC.Sf-AL[E DEE ED THE AUTHOR AND RETAIN ALL 0 LA�RBE �D WGH IN ADDITION U C. YRK T THE DEGN,!I WN t5 PROPRFiARYA D CA N07BE COPDDUPLICAIID dJ U W �RP �a OR COMhrRCAl1Y EXILOI7TD IN WHOLE OR IN PART W10UE THE NA+DLI [ABA POUR NEW FOOTING UNDER 386 SF ENTRY DECK y HIRSCH TO SUPPORT PROPOSED COVERED PORCH AND ' 5028 NEW SUFFOLK AVE MATT UCK NY 11952 w0VERHANG . -_P_OV ...[._ .-. - , 1,,-.- 7, t SEC. 115 BLOCK: 10 LOT:02 z I, N{ to _j - __ _ LINE OF NEW ENTRY OVERHANG SITE PLAN COMPARISON; Scale: 1:75 LINE OF EXISTING UPOOL ENOUREFENCE PROPO EDLANDWARD EXPANSION OF POOLHOU AND GATE TO BE REMOVED AND RECONFIGURED FOOTPRT SSHOWN PROPOSED 149 SF EXPANSION PERMIT SET CABANA PROPOSED 6'WOOD POOL ENCLOSURE FENCE FOOTPRINT AND POOL COMPLIANT GATE 5'4 1/2" OF EXISTING A-001 . 2 T-6 1/4" � 24'-6 3/4" EXISTING SELF-CONTAINED 32'-1 SPA(RELOCATED) PROPOSED SITE PLAN PROPOSED 748 SF NEW DECK 2303 O NEW FRAMING AND Scale: FOOTINGS © 2023 LONDON A+D All Rights Reserved - pF`t.�I�. /IP - � I I I I I I I I 1 I t 1 I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I i I I i I PROJECT DATA FASTNER SCHED. FOR STRUCT. MEMBERS SHUTTER FASTENING SYSTEM TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ISSUE DATE: TABLE R301.2 TABLE R602.3(1) SD SUBMITTAL 06 09.25.23SD SUBMITTAL 07 10.02.23 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SHEAR WALL NAILING PERMIT SET 01 10.01.25 _ Wind NUMBER AND TYPE OF GROUND SEISMIC DESCRIPTION OF BUILDING ELEMENTS FASTENERS a.n,<,a SPACING OF FASTENERS SHEAR WALL EDGE NAIL SOLE NAIL HG10A FDN DOWEL SNOW DESIGN Joist to sill girder,toe nail 3-8d TYPE NAIL SIZE SPACING SPACING SPACING SPACING LOAD SPEED(mph) CATEGORY V x 6"subfloor or less to each joist,face nail 2-8d 1 8D 6" 7" 36" 36" 2 staples,1 314 25 psf 130 B 2"subfloor tojoistorgirder,blind and face nail 2-16d - "SHUTTER" 2 8D 4" 5" 24" 24" Soleplaletojolistorgirder, ind nail 16d 16"G0. PLYWOOD SHUTTER ATTACHMENT ON WOOD 3 8D T 3" 16" 16" SUBJECT TO DAMAGE FROMblocking, 4 8D 2" 3" 16" 16" REVISIONS: Top or sole plate to stud,end nail 2-16d - FRAME OR MASONRY WALL Stud to sole plate,toe nail 3-8d or 2-16d 5 10D 2" 2" 12" 12" Weathering Frost Line Depth Termite Decay SEE TYPICAL Double studs,face nail 10d 24"o.c, - ___ SHEARWALL SD REVISION 01 01.09.24 <0� Double top plates,face nail 10d 24"o c. Permanent Severe 3611 Heavy To Moderate Moderate To Slight Sole plate to joist or blocking at braced wall panels 3-16d 16"o.c. AnchorDouble SECTION SD CABANA 08.17.24 Winter Design Flood Air Freezing lapped area fates,minimum 48-inch offset of end joints,face nail in Ins8-16d - Continuous Masonryled g Ice Shield Untierlayment Trim r`xa• � Temp Requirement Hazards Index Blocking between joists or rafters to top plate,toe nail 3-8d 2x4g 5/8'Expansion Rim joist to top plate,toe nail 8d 6"D.C. SpacinBolt at 24•o.c. RIDGE TENSION 1 1 None None 599 Top plates,laps at corners and Intersections,face nail 2-1Od F�W- 15/32* STRAP -- - Built-up header,two piece with 1/2"spacer 16d 16"D.C.along each edge Lag Screw RIDGE BOARD j EXPOSURE: B URBAN,WOODED ❑ Continued header,two piece 16d 16"D.C.along each edge - at 18"o.c. OR RIDGE BEAM STAGGER (R301.2.1.4) C OPEN COASTAL [� Minimum Ceiling joist to plate,toe nail 3-8d SHEATHING DESIGN LOADS Continuous header to stud,toe nail 4-8d imum RAFTER JOINTS(TYP) SOIL: Ceiling joist,laps over partitions,face nail 3-1Od Plywood 15/32" CLASS (CLAYEYSAND) BEARING CAPACITY 2000 psf Ceiling joist to parallel rafters,face nail 3-10d Minimum Plywood Rafter to plate,toe nail 2-16d Window-*,_ Minimum --- --- -- =- --- _ - BLDG: r 2-8d Glass'brace to each stud and plate,face nail 2 staples,1 3/4 FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf 1"x 6"sheathing to each bearing,face nail 2-8d LEVEL 02 ROOF DEAD LOAD 10 psf ROOF LIVE LOAD 20 psf 2 staples,1 3/4 - - - 1"x 8"sheathing to each bearing,face nail 2-8d Horizontal Horizontal MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 3 staples,1 3/4 and and Vertical Wider than 1"X 8"sheathing to each bearing,face nail 2-8d Vertical Window 2•x4' _ _--- USE LIVE LOADS 4 staples,1 3/4 2•x4• Glass Stiffeners --- - - _ Built-up comer studs 10d 24"o.c. Window Stiffeners Window ATTICS WITH LIMITED STORAGE 20 Built-up girders and beams,2-inch lumber layers toil Nail each layer as follows Sill Siil Caulk ATTIC WITHOUT STORAGE 10 32"o c.at top and botto,and staggered two nails at ends 6' DECKS 40 and at each splice Minimum - EXTERIOR BALCONIES 60 2"planks 2-16d At each bearing = i== - -- 10d NAILS-SEE FIRE ESCAPES 40 oeneiltersto ridge,valley or hip rafters 4-16d SCHEDULE FOR SHEARWALL STRAP WHERE GUARDRAILS AND HANDRAILS 200 face nail 3-16d Continuous SPACING INDICATED Rafter lies to rafters,face 3-8d 2'x4'Trim BLOCK ALL GUARDRAILS IN-FILL COMPONENTS 50 Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wail sheathing to framing for Spacing JOINTS,TYP.AT PASSENGER VEHICLE GA 1A E 0 5/16"to 1/2' 6dcommom nail(subfloor,wall) 6 12 Sd commo LOOSE VERTICAL SIMPSON HGA-10, - � - m nail(roof)f i ROOMS OTHERTHAN SLEEPING ROOMS 40 Wood Stud Wall Masonry Wall SEE SHEARWALL SHEATHING TO SLEEPING ROOMS 30 1 118"t o 1" 1 d co mom nail(roof) 6 12 SCHEDULE FOR AVOID BLOCKING 11/8"to11l4" 10dcommomnailor8ddeformed 6 1z SPACING STAIRS 40 hell FEDERAL EMERGENCY MANAGEMENT AGENCY DOUBLE STUDS AT TABLE R602.3(1)-continued ENDS OF a. FASTENER SCHEDULE FORSTRUCTURALMEMBERS 10d NAILS-SEE SHEARWAL,JOIN Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a DESCRIPTION OF BUILDING DESCRIPTION OF SPACING OF FASTENERS SHEARWALL w/10d NAILS @ 9" 20-square-inch area. MATERIALS FASTENERS a,b,c,d EDGES(Inchas) INTERMEDIATE SUPPORTS(Inches) SCHEDULE FOR O.C. EA. SIDE OF b' Other wall sheathing° TABLE R301.2.1.2 SPACING F===- - - -- - -- -- No storage with roof slope not over 3 units in 12 units. WINDBORNE DEBRIS PROTECTION FASTENING -- --- - - - POSTIII ED C. 1/2"regular cellulosic 1 1/2"galvanized roofing nail 6d 3 6 Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound fiberboard sheathing com.nail staple 16 ga,1 1/2"Ig SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c. HOLD DOWN, SEE j e�'L� M LO C�►j� concentrated load acting over an area of 4 square inches,whichever produces the greater stresses. 1/2"structural cellulosic 1 1/2"galvanized roofing nail 6d 3 6 SIMPSON HGA-10, PLANS FOR d, fiberboard sheathing com.nail staple 16 ge,1 1/2"Ig SEE SHEARWALL LOCATION, SEE A single concentrated load applied in any direction at any point along the top. 25l32"structural cellulosic 1 1/4"galvanized roofing nail 6d 3 6 FASTNER SPACING(inches) SCHEDULE FOR -- SCHEDULE FOR +� e• fiberboard sheathing com.nod staple 16 ga,1 1/2"Ig SIZE *� Attics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 FASTNER SPACING a f• 1/2"gypsum sheathing 1 1/2"galvanized roofing nail 6d 4 8 4 feet 6 feet i See Section R502.2.1 for decks attached to exterior walls. com.nail staple galy.1 1/2"Ig, TYPE 11/4"screws,type WorS Panel span Panel span Panel span 1/2"O FDN DOWEL, LEVEL01LL FOUNDATION PERCP 5/a" 4=4 feet 4=6 feet 4=8 feet SEE SHEARWALL ` _-'--__--- - ---- -_-_ _- -- PLAN 04? gypsum sheathing 1 3/4"galvanized roofing nail 8d 4 8 SPECIFICATIONS com.nail staplegaiv.1 /B"Ig, SCHEDULE FOR '9�F k6 y0 1 5/8"screws,type W or S LENGTH AND Wood structural panels,combonation subfloor und Screws edayment #6 Wood 16 12 9 SPACING OF NE`N Sc _ 3/4"and less 6d deformed nail or 8d com.nail 6 12 ANCHOR Division 3-Concrete 7/8"to 1" ad deformed nail or 8d com.nail 6 12 2-1/2' #8 Wood EMBEDMENT PER 11/8"to1114" 1Odcommom nail or8ddeformed 6 12 Screws 16 16 12 SCHEDULE 1.Design,Materials&Methods Of Construction Shall Comply With The Building Code Requirements For Reinforced nail Drawing Legend: Concrete Acj 318 Of The American Concrete Institute-Latest Edition.Ultimate Design Strength For All Reinforced I I I I Iii Concrete Shall Be 4000 Psi.At 28 Days. Forst;1"-2s.4mm,i foot-3048mm,1 mile per hour-1S09kmn ANCHOR ROD- - - _ - _ - - -. Wall To Be Removed 2.Concrete To Be Poured In Ambient Temperatures Of 40+De F.If Poured In Colder Weather The Concrete Must Be a.All nabs ere smooth-common,box or deformed shanks except where otherwise stated. P 9• b.Staples are 16 gage wire and have a minimum 7/164nch on diameter crown width. "� Wall To Remain Protected From Freezing For A Period Of 14 Days. c Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. FOUNDATION SEE SCHEDULE d.Fearifeetffhas-feet or!,nctoat-bdedinetPar istableshash. baappted�aTat'r le WALL PER PLANS FOR SIZE ''^± g New Wall A.Keep Forms ln Place,Cover Top And SiciesOf Forms With Insulated TapsFor Protection From Wind For AMinimum e.Spaangoffastenersnotincludedm this tabeshallbe based onTableR802.3(1) NOTE: ALL WOOD MATERIAL THAT COMES IN CONTACT WITH "" °""""" Of 3 Days After Pour. t.For regions having basic wind speed of 110 mph or greater,Bd deformed nails shall be used for attaching plywood and wood structural panel roof sheathing training to CONCRETE SHALL BE A.C.Q. TREATED LUMBER. 11777" "'1 New CMU Foundation B.After Forms Are Removed,Provide Insulated Tarps To Hold Heat And Protect From Wind For A Period Of 14 Days After within minimum 48-inch distance from gable end walls,Ifni roof height is more than 25 feet,up to 35 teat maximum. POUL For regions having basicwind speed of 100mph or less,nails for attachingwood structural panel roof sheathing to gable endwall framing shall be spaced For regions 77 New Foundation Wall 3.Concrete&ReinforcingMaterial150--Type mToTheFollowingStandards-LatestEditiOn, oncerfor enbesicwndapeedisgreaterlhan80mph,naikforattachingpanelroofsheathingtointermediatesupportsshallbespaced6lncheson NOTE: THIS PROJECT SHALL COMPLY WITH NYS 2020 RBC AND -" -`A.Portland Cement As Per Astm C150-Type I. center for minimum 48heat distance from ridges, and gable end walls;and 4lnches on center to gable end wall Framing. - "1`• Existing Foundation or THE IRC 2018 MECHANICAL, PLUMBING AND ELECTRICAL B.Concrete Aggregates As Per Astm C33,3/4"Max.SI2e. h Gypsum sheathing shall contormtc ASTMS 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shag conformto eitherAHA 194 1 C.Water Shall Be Clean&Free From Injurious Amount Of Oils,Acids,Alkalis,Salt,Organic Materials& ASTMC208. CODE FOR NYS AND THE 2012 WOOD FRAME CONSTRUCTION u 7'/�' u { Extg. CMU Foundation Deleterious Substances. 1.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by/ramingmembers and at all Floor perimeters only.Spacing of D.Reinforcing Bars Shall Be Intermediate Grade New Billet Steel,Deformed As PerAstmA615,Grade60. roofsershi MANUAL FOR ONE AND TWO FAMILY DWELLINGS STRAPPING SE -------- Lines Above 9 roof sheathing panel edges applies to panel edges supported by framingmembers end et all roof plane perimeters Blocking of roof or Floor sheathing panel C T I O N STRAPPING ELEVATION All Splices Shall Be A Minimum Of 40 Dia.In Length.Hooks And Ties Shall Conform To C.R.S.i.Standards. edges E.COId Drawn Wire Or Welded Wire Fabric As Per Astm A82-84 And A185-84. erpendicular to the framingmembers shall not be required except at Intersection of adjacent roof planes.Floor and roof perimeter shall be supported by ------------ Lines Below F.Waterproofing As Per Aci 515.1 R-79. f aming members or solid blocking. 4.All Concrete Shall Have: A.Air Entrainment(5-7%Retention) ---•--- - Centerline B.Waterproofing Admixture Xypex Admix C-500(Dosage Rate 2-3%)(Where Specified) FASTNER SCHEDULE FOR GYPSUM BOARD CONNECTION NAILING - - - - oundary 5.All Footings And Structural Slabs Shall Be Poured On Undisturbed Virgin Soil Or Compacted Granular Fill Having A B Minimum Bearing Capacity Of Two Tons Per Sq.Ft. Ta MAXIMUM MAXIMUM 1. JOIST TO SILL OR GIRDER,TOENAIL 3-8d 101 Door 6.The Concrete Contractor Shall Cooperate In Setting All Anchor Bolts,Inserts,Sleeves,Etc.As Required By Other THICKNESS g Trades. OF GYPSUM ORIENTATION D SPACING OF SPACING OF ROOF PRESSURE ZONES AND NAILING SCHEDULE APPLICATION 2. BRIDGING TO JOIST,TOENAIL EACH END 2-Sri 7.Legs Of Reber Accessories Shall Be Plastic Tipped.All Snap Ties And Wall Penetrations Shall Be Out GYPSUM BOARD FRAMING FASTENERS BOARD 101 Window Tag Back Admixtures GrsContaoAsThlorid sShall Be Prohibited. TO FRAMING MEMBERS (INCHES) 3 1"X6"(25mmXt52mm)SUBFLOORORLESSTOJOIS7,FACENAIL 2-Sri TABLE 3.4A RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION B.Admixtures Containing Chlorides Shall Bte Prohibited. (INCHES) 9.All Reinforcement Shall Be Tied In Place(Before Concrete Is Poured.All Reinforcement And Fabric (INCHES O.C.) REQUIREMENTS (PRESCRIPTION ALTERNATIVE TO TABLE 3.4 Supported On Precast Bricks Or A NAILS SCREWS 4 WIDER THAN 1"X 8"(25 min X 203 min)SUSFLOOR TO EACH JOIST,FACE NAIL 3-8d For Concrete Poured On Ground Shall Be Su Approved Chair CEDAR SHINGLE 6" Section X, 10.All Reinforcing Bars Shall Be Continuous Except As Noted,Lapped Per Ad 318,Class"C',With 40 Diameters 5 2"(51 mm)SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-16d EXPOSURE Sheet A-XXX Minimum,Bent Around Corners W/12'Hocks.For Framed Slabs,Lap Top Bars At Mid Span Between Supports And CEILING EITHER DEIRECTION 16 7 12 XX/X-XXX Bottom Bars At Supports,Reverse For Foundation Mats.Stagger Splices And Offset Splices Of Bars At Opposite Faces. CEILING PERPENDICULAR 24 7 12 6,SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL led @ 16"(400 mm)O C FASTEST MILE WIND SPEED AT 11.All Slapb-On-Grade Thicknesses Shown Are Minimum Thicknesses To Be Used.Increase As Required For Drainage 1/2 130m h r••••.. WALL EITHER DIRECTION 24 8 12 SOLE PLATE TO JOIST OR BLOCKING,@ BRACED WALL PANELS 3.16d PER 16"(406ram) p \ 3/4"PLYWOOD SHEATHING X Detail Tag 12.Except As Noted,All Pour Stops Shall Be Treated As Construction Joints And Shall Have Keys And WALL EITHER DIRECTION ---- --- NUMBER OF 8d COMMON NAILS \Continuous Reber.Wall Sections Shall Be Placed Alternatively Or With A Minimum Of 24 Hours Between 16 8 16 7. TOP PLATE TO STUD AND NAIL 2-16d RAFTER/CEILING JOIST WALL HEIGHT ••••• Adjacent Pours. - SPACING IN. (TOENAILED)REQUIRED IN EACH X CEILING EITHER DEIRECTION 16 ( ) (FT.) 2X8 ROOF RAFTERS X 13.For Concrete Walls Above Grade,Vertical Construction Joints Shall Be Located At Maximum Spacing Of 40 Ft.,At 7 1 2 8. STUD TO SOLE PLATE 4 Bd,TOENAIL OR 2-18d,END NAIL RAFTER AND/OR CEILING JOIST X Least 4 Ft.From Any Supporting Or Intersecting Wall Or Buttress,Or Any Wall Opening Horizontal Construction Joints Will 5/prr CEILING PERPENDICULAR 24 7 12 ----- - TO TOP PLATE CONNECTION _ @ 16"O.C. xD Elevation Tag Not Be Permitted Except Where Noted On Plans Or Shown And Accepted On Shop Drawings. O WALL EITHER DIRECTION 24 8 12 9. DOUBLE STUDS,FACE NAIL 16d 24"(610 min)O.C. X 14.Horizontal Construction Joints Will Not Be Permitted Except Where Noted On Plans Or Shown And Accepted On WALL EITHER DIRECTION 12 8-10 X Shop Drawings. 16 $ 16 10. DOUBLED TOP PLATES,TYP FACE NAIL led 16"(408 min)O.0 3 X XXX X Interior Elevation Ta Division 5-Metals DOUBLE TOP PLATES,LAP SPLICE 8-16d g All Structural Steel Shall Be A36 Steel Conforming To Astm Specifications.Affidavit To Be Filed With Building Department 8 3 1-1/4"x 33mm GALVANIZED X Upon Request. 11.BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 3-Bd 16 STEEL STRAP ANCHORED All Structural Steel Fabrication,Erection,And Connections Shall Conform o Latest Aisc Standards And Specifications WITH 3 N0.8 SCREW R 12. RIM JOISTS TO TOP PLATE,TOENAIL ad 6" 152 min O.C. 10 EACH END OF EACH Type 2 Construction Except As Noted. @ ( ) 4 All Field Connections To Be 3/4"Diameter Machine Bolts Unless Indicated Otherwise.Shop Connections To Be Either UPLIFT STRAP& LATERAL SHEAR CONNECTIONS 13, TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d RAFTERS Machine Bolted Or Welded.All Bolts To Be,A-325 Friction Type.Connectiols Shall Be Per Type 1 Construction Per Aisc For Portal Frames And Shall Be Detailed To Develop At Least Full Allowable Movement And Shear Capacity.All Remaining 14. CONTINUOUS HEADER,TWO PIECES 16d@16"(406 mm)0 C.ALONG EACH EDGE $ 5 L O N D O N Steel To Have Type 2 Connections.A-307 Bolts May Be Used For Minor Connections When Acceptable To Engineer. 24 ARCHITECTURE + DESIGN The Structural Steel Fabricator Shall Submit Shop Drawings To The Architect For Approval.Erection Of Structural Steel 15. CEILING JOISTS TO PLATE,TOENAIL 3-8d 10 5 2x8 DROPPED GIRDER Shall Not Proceed Until The Shop Drawings Have Been Approved. I IPI IFT STRAP CONNECTION RFC)111RFMFNTS ROOF RAFTERS OR TRI IOC Tfl All Welding Shall Conform To Aisc And Aws Specifications. Steel Encased In Concrete Shall Not Be Pai'1ted.All Steel Surfaces Not In Contact With Concrete Shall Receive One Shop WQI L 16. CONTINUOUS HEADER TO STUD,TOENAIL 4-8d 1/2"GALVANIZED PO BOX 1362 Coat Of Approved Paint,And After Erection,One Field Coat.Omit Primer Paint At Location Of Field Welds And High CARRIAGE BOLTS BRI DG EHAM PTON NY 1 1932 _ -- ---Strength Bolts,These Areas Shall Receive Two Coats Once Connections Have Been Completed. FOR FRAMING SPACING 16 INCHES 17. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d TABLE 4.8 -"! 9 P ( ) I NAILING ZONES FOR ROOF SHEATING IN _ !. No Beams Or Columns Shall Be Cut By The Plumbing Or Air Conditioning Contractors Without Approval Of The Architect. 18. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d 130m h PEAK GUST WIND ZONE FOR THE _ The Structure Shall Be Properly Guyed And Braced. p UPLIFT IFT STRAP CONNECTION Grout Under All Column And Beam Bearing Plates.Grout Shall Non-Shrink,"Propak"Or Equal. CASE STUDY BUILDING REQUIREMENTS TELEPHONE:631 807 6378 F' Provide Loose Lintels As Required For Openings In Masonry Walls And Partitions. BASIC LOCAL WIND SPEED 1 20(MPH) 19. RAFTER TO PLATE,TOENAIL 3-8d Provide Holes In Shop For Bolted Blocking,Pipe Penetrations,Etc.Details Shall Be Shown On Shop Drawings For Review ROOF SPAN(FEET) A 1MB/4 BY 33 MIL STEEL STRAP ER OF#8 SCREWS IN EACH ND OF 20.1"(25 mm)BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d l --;____ 1 -------------- 4 WALOL TO FOUNDATION)F TO AWALL TO WALL AND E-MAIL:)L@LARCMGMT.COM p NOV 1 7 By Architect. Beam Web Stiffeners Shall Be Provided At Points Of Reactions. I , I PgE5E DRAWINGSA^1D SPFCPCAPONS ARE T4 Pf'(WRTI OF LONDnp/ 21 lN6"(25 mm X 205 mm)SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-8d P ♦` O A+D H C AND ARI.FOR USE Sot ELY WITH IV SPECT 70 THIS PgnIECT j l•` ,� ail FOR FRAMING SPACING (16 INCHES) LONDONAiDIIC.sF,'ALLBEDELMEDmFA'AHoR AND RETAINALL t 28 22.WIDER THAN 1"x8"(25 min X 203 min)TO EACH BEARING,FACE NAIL 3-8d 1 ` i COMMON LAW WSEWI D i iiS,IN ADDITION TO COV>;tn l IT THE " Division 6-Wood And Plastics I 4x4 TREATED DEsrGN SHOWN Is PRoi'RILTARr,wD GANrn>7 BE corlFD,D(,'rucATFD, 23. BUILT-UP CORNER STUDS 16d @ 24"(610 min)O.C. 1 O `< ' ,' I ROOF BASIC LOCAL WIND SPEED 130(MPH) POSTS oa conaMERCI LYExPIonD IN A1rInLE OP.IN aARTwm!o ` All Framing Lumber Shall Be Grade Stamped Douglas Fir-Larch Structural Grade No.2 Or Better. 3632 3 3 ` i wP1 EN yJ7110RZATIONOF LONDOfJA+D L<. Douglas Fir-Larch Lvls&Pals - - -- I `, I SPAN NUMBER OF 8d COMMON NAILS IN EACH END Fb=875 P.S.I. Grade:2.0E Or Better 24. BUILT-UP GIRDER&BEAMS 20d 32"(813 mm)O.C. TOP AND I i ,� O I E=1,600,000 P.S.I. BOTTOM&STAGGERED 2-2od 4 l�' �.� `,i (FEET) OF 1-1/4' X 20 GAGE STRAP UPI-IFT STRAP CONNECTION RFOL IIRFMFNTS WALL ASSFMRI Y TO WAI I @ENDS AND @EACH SPLICE t I All Sheathing To Be Apa Rated Exposure 1,5/8"Min.Thickness�Roof;1!2"@ Walls. _ _�__________ _____............ I All Subfloorin To Be A a Rated Sturd-I-FIODr,Exposure 1,3/4"Min.Thickness.All Edges Of g p p g Plywood To Be Set On Solid ASSFMRI Y 25. 2"(55 min)PLANKS 2-16d @EACH BEARING 1 12 4 Blocking.Glue And Screw All Sheets. - 16 5 1-1/4"x 33mm GALVANIZED HIRSCH All Headers 6'-0"And Over Shall Be Supported With Double Uprights,9'-0"And Over With Triple Uprights.All Headers FOR FRAMING SPACING 0 6 INCHES) 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. STEEL STRAP ANCHORED 5028 NEW SUFFOLK AVE Shall Be A Minimum Of 2-2 X 8 Or As Shown On Drawing. 2 0 5 WITH 3 NO.8 SCREW AT MATTITUCK,NY 11952 SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(1"=254 min) EACH END OF EACH DECK 1/2"AND LESS 6d 5 Zone 1 Zone 2 Zone 3 Zone 424 6 R502.7 Lateral Restraint At Supports.Joists Shall Be Supported Laterally At The Ends By Full-Depth Solid Blocking Not ROOF SPAN (FEET) INUMBER OF #8 SCREWS IN EACH ND F ( ) , JOISTS SEC: 115 BLOCK: 10 LOT: 02 Less Than 2 Inches(51 li Nominal In Thickness;Or By Attachment To AHeader,Band,Or Rim Joist,Or To An 19/32"-3/4" 88dd((4)OR 6d(5) Field 811 O.C. 12"O.C. 3'"O.C. 4ii O.C. Adjoining Stud;Or Shall Be Otherwise Provided With Lateral Support To Prevent Roation. A 1-1/4' BY 33 MIL STEEL STRAP Panel Edges 4 D.C. 6' o.c. 3"D.C. 3 O.C. 1 1/8"-1 1/4" 1od 4 OR 8d 5 > Exception:In Seismic Design Categories D 1 And D2,Lateral Restraint Shall Be Provided At Each Intermediate Support. 24 ( ) ( )28 2 COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMINGk1"=25 4 min) 36 I I 2x8 TREATED DECK R502.7.1 Bridging.Joists Exceeding A Nominal 2 By 12 Shall Be Supported Laterally By Solid Blocking,Diagonsl 32 3 3/4"AND LESS 6d (5) i FRAMING BEYOND Bridging(Wood Or Metal),Or A Continuous 1-Inch By 3-Inch(25.4Mm By 76Mm)Strip Nailed Across The Bottom Of 3 6 3 3/4"-N 8d (5) Joists Perpendicular To Joists At Intervals Not Exceeding 8 Feet(2438Mm), i CODE NOTES 1 1/8"-1 1/4" 10d(4)OR 8d(5) l 1/2"GALVANIZED Solid Blocking Shall Be Provided For All Joists And Floor Beams As Per N.Y.S.Code Or As Noted @ 8'-0"O.C.Min„ - CARRIAGE BOLTS Provide 2"Space For Air Circulation In Roof. 27. PANEL SIDING(TO FRAMING) ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 2 2 Double Framing Around All Openings(Skylights,stairs Etc.)or As Noted on Drawings. UPLIFT STRAP rONNFCTION RFQI IIRFMFNTS WALL ASSFMRI Y TO 1/2"(13 mm)OR LESS sd (6) All Flush Wood Connections Shall Be Fastened With Rated Galvanized Metal Connectors By"Teco"Or Approved Equal. Q (2)2X10 TREATED An Exterior Nails Shan Be Hot Dipped Galvanized. FOUNDATION OR FLOOR ASS MR Y 5/8"(16 min) 8d (6) STRUCTURAL MEMBER ALLOWABLE DROPPED DECK GIRDER All Roof Rafters Shall Be Attached To The Plate And Stud With Galvanized Hurricane Type Connectors By"Teco"Or DEFLECTION Approved Equal.For Timber Pile Foundations,Provide Hurricane Clips At All Perimeter Joist To Girder Connections. 28. FIBERBOARD SHEATHING All Pre-Engineered Lumber Shall Be Weyerhaeuser Tji Series Wood I"I Beams'And Lvl Products Or Equal.All Opeen-Web FOR FRAMING SPACING (16 INCHES) 1/2"(13 min) Rafters having slopes grater than 3/12 with no ," ,e ADJUSTABLE POST BASE Joists To Be Trim oist Or Equiv.All Joists,Girders,And Headers Shall Have Bearing Stiffeners Installed As Per NO.11 GA. (6) L/1 80 ANCHOR SIMPSON OR COMP. PERMIT SET 7 finished ceiling attached to rafters Manufacturer's Recommendations.Web Stiffeners Shall Be Required At All Load And Bearing Points At A Minimum.A 6d EMBEDDED INTO WET. (4) .� CONCRETE UP TO THE BOTTOM Single 1 3/4"Rim Joist Shall Be Required At Floor Perimeters.Handling,Storage,And Erection Of Components Shall Be ROOF SPAN (FEET) NUMBER OF #8 SCREWS IN EACH END OF NO.16 GA. (9) Interior walls and partitions pp As Per Manufacturers Recommendations. i p H/1 80 OF THE 1' STANDOUT BASE O O _ All Multiple Lvl Products To Have 2 Rows Of 1/2"Diameter Hot Dipped Galvanized Machine Bolts @ 12"O.C. A 1-1/4' BY 33 MIL STEEL STRAP 20/32"(20 mm) NO.11 GA. (8) PLATE-2"MINIMUM SIDE Adequate Blocking To Be Used Around Kitchen Cabinets,Backsplash,Showers,Built-Ins,Staircases,Trim,And 24 1 8d (4) Floors and plastered ceilings L/360 : . COVER NAILING:USE 1 OD Handrails Ceiling Fan Boxes. 2 1 NO.16 GA. (9) :;:; GALVANIZED COMMON NAILS TO _ All other structural members L/240 ATTACH 2 2 1 29.INTERIOR PANELING Exterior walls with plaster or stucco finish H/360 36 2 1/4"(6.4 MM) 4 d. (10) .tl 12"C.I.P.CONCRETE Exterior walls-wind loads with brittle finishes L/240 SONOTUBE DECK FOOTING, L2303-JL 3/8"(9.5 MM) sd (11) Exterior walls-wind loads with flexible finishes L/120 T-0"BELOW GRADE MIN. © 2023 LONDON A+D I I I I 1 I I I 1 I i I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I All Rights Reserved I i I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.01.25 REVISIONS: SD REVISION 01 01.09.24 W500 W501 W502 W503 W504 SD CABANA 08.17.24 ji N0. MANUFACTURER OPERATION UNIT DIM. (W x H) R.O. (W x H) U VALUE MAX. U PERFORMANCE SOLAR HEAT CERTIFIED AIR MAX ALLOWABLE RATINGIN��EFF. IL. INFIL. GLASS SWING ACTION REMARKS r - T 500 ANDERSEN A-SERIES 2'-11 1/4"x 4'-11 1/4" PER MANUFACTURER 0.33 0.4 DP 50 0,32 0.1 0.3 SB72 SUPPLYw/(1)SCREEN 501 ANDERSEN A-SERIES 2'-11 1/4"x 4'-11 1/4" PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 SB72 SUPPLY w/(1)SCREEN 502 ANDERSEN A-SERIES 2'-11 1/4"z 1'-7 1/4" PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 SB72 SUPPLY w/(1)SCREEN 503 ANDERSEN A-SERIES 2'-11 1/4"x V-7 1/4" PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 SB72 SUPPLY w/(1)SCREEN I 2'-11 1/4" 2'-11 1/4" 5'-11 1/4" 101/ " 5'-11 1/4" 504 ANDERSEN 400-SERIES 12'-9"x 4'-11 1/4" PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 S872 4-UNIT MULL/PROVIDE SCREENS/NAIL FIN D400 D500 D501 DOOR SCHEDULE I NO. MANUFACTURER OPERATION UNIT DIM. R.O. (W x H) U VALUE MAX. U PERFORMANCE SOLAR HEAT CERTIFIED AIR MAX ALLOWABLE DOOR SWING HARDWARE GLASS REMARKS W x H PER NYSEC RATING GAIN COEFF. INFILTRATION INFIL. PER - _." tV Ili -, -► � � CV � CV 400 ANDERSEN A-SERIES PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 OXO KEYED LOW-E PROVIDE SCREEN MULTI-SLIDE9'-1 5/ "x 6'-7 /2" !C. " im x T-10 3/4" " 501 ANDERSEN A-SERIES SWING T-2 PER MANUFACTURER 0.33 0.4 DP 50 0.32 0.1 0.3 RH INSWING KEYED LOW-E 502 CUSTOM SOLID CORE POCKET _ _1 / PER DETAILS - - - - PX PRIVACY 503 CUSTOM SOLID CORE PER DETAILS - - PX PRIVACY POCKET 3'-0"x 7'-10 3/4" 504 CUSTOM SOLID CORE POCKET 2'-1 "x 7'-10 /4" PER DETAILS - - - - - PX PRIVACY 9'-1 5/8" 3'-0 1/8" T-2 1/8" *ALL WINDOW / DOOR DIMENSIONS TO BE VERIFIED IN FIELD ��► Q,� *CONTRACTOR IS 9�FpF6 RESPONSIBLE FOR VERIFYING NE UNIT DIMESIONS ON PROVIDED SHOP DRAWINGS Drawing Legend: AND PREPARING ALL R.O. PER - - - - - _: Wall To Be Removed MANUFACTURER SPEC. - - - - -- -- - _ .r Wall To Remain New Wall 1?""5'"""3Z7 S New CMU Foundation INTERIOR DOOR SPECIFICATION: V,777 7- , New Foundation Wall :• 7 -._++ . Existing Foundation *ALL INTERIOR DOORS TO BE 2" _ Extg.CMU Foundation THICK PRIMED SINGCORE W/ ______ -- Lines Above PAINTED FINISH -JAMB ------------ Lines Below AND HARDWARE SPEC. PER SHEETA-600 DETAILS -•------- Centerline ----•---•--- Boundary *ALL POCKET DOOR HARDWARE 101 Door Tag TO BE MORTISED FLUSH W/ DOOR SLAB 101 Window Tag Section X, XX/X-XXX Sheet A-XXX X Detail Tag xx ?..... xD X � Elevation Tag X X X XXx X Interior Elevation Tag X LONDON ARCHITECTURE + DESIGN PO BOX 1362 BRIDGEHAMPTON NY 11932 TELEPHONE:631 807 6378 E-MAIL:JL@LARCMGMT.COM THESE DP.AVVINCS AND SPEOFKATIONS ARE THE PROPERn'OF LONDON A+D L1 C AND ARL FOR USF SOLE Y WITH RLSPFCT TO THIS PPOJF-CT I Of DON A+D LLC.91411.BF-DEEJ D THE AUTHOr'AND RL TAI l ALL COMMON LAW Pf-VRVFD RIGHTS,IN ADDMON 70 COPYIWI-LF THE DESIGN SHOWN IS PROPRIF-IARYAND CANNOT BF WPM,DUPLICATED, OR COMMERCALLY Eh'PLOITLD INWf 401E OR IN PAPTWLFI-V 777-1E WRITMLNAUTI+OIRIZAT,'ON Of LONDONA+D J C. HIRSCH 5028 NEW SUFFOLK AVE MATTITUCK,NY 11952 SEC: 115 BLOCK: 10 LOT. 02 CABANA WINDOW AND DOOR SCHEDULE 'j Scale: 1/4"= 1 -0' PIUU 7 r J PERMIT SET A-00A_ 2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I i I I I I 1 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 01/�3 ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 0 N PERMIT SET 01 10.01.25 N O � I REVISIONS: 1 SD REVISION 01 01.09.24 I ; I I iI ---------------------------------------------���F_ - ---------------, SD CABANA - - - ---- --- - -- -- - - - - - -- - - -- - - - - -- - - - - - - i--- { ------------------ -- 08.17.24 14'-111/2"' I f I I I 9 II I ( I I I I ---- `�, ce) , I _- 1 I , EXISTING WOOD STAIRS TO WOOD DECKAND ! ;� r ° I I I ----i i '• SHOWER TO BE REMOVED OUTDOOR � I - EXTG.' 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RETAINING �ASTFCI "';+ ' I i I _____ ______ 1 I WALL w/WOOD FRAMED E-MAIL:JL@ARCMGMT.COM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _NE TOM - - - - _ — _ _ - - - _ - - - I I , I 1 I I ENCLOSURE MEETING POOL A+DiLCANDAAREFORUSEso�irwaaREsPLCTTO11ll�ranra — — — — — -- — — — — — — — A/N`—'�'f— — — — — — — t :r.. 1 t I .- i FENCE CODE REQ. nNDONA+DucsHn nEnEE�rnnlEALrrHoaANDRETwNAI -- '7 v_S_'E I .• ( t I I _ 1 Q I I commON LAW RIGEMD RIGMS,IN AMMON TO COPYRICFIT.THE ~ I I DESIGN SHOWN IS PROPRIETARY AND CANNOT BE COPIED,DUPOCA?D, ',; I I I 1 OR COMMERCIAIIY EXPLOIUD IN WHOLF OR IN PART WIiH0trFTHE 1 1 +, , NZ I I WWTiFNMJiHORIZfi710NOFIOPJDONA+DIJC 4"C.I.P. MECHANICAL SLAB (� `��„ I r , D501 I ( t I D400 HIRSCH ::. —� ;.» 11 ' :. ---- ----- - -1- 1 5028 NEW SUFFOLK AVE N SEC: 115 BLOCK: 10 LOT: 02 01/A-301 CL I . . 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PER I ;', , , 1 t H 28 NEW CH S-SERIES DETAILS 1 I 1 1 + 5028 NEW SUFFOLK AVE ,• MATTIT K N 1 UC Y 1952 r: 1 SEC: 115 BLOCK: 10 LOT: 02 �- ----------------------------------- ----------------------- - N t -_� . _.. � ` ' - -=•'_ 1 PROPOSED SCOPE OF WORK AT o I EXISTING FOUNDATION N ENTRY FOUNDATION PLAN --------- --------- co � i )•!o�Vr 1 7 if Scale: 1/4"= 1'-0„ 8" V-11 1/2" 8" 23'-6 1/2"' 0" PERMIT SET 31'-8" , A- 10 3 02 BASEMENT PROPOSED Scale: 1/4"=1'••0" 2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I I I I 01/A-201 ISSUE DATE: Z� SD SUBMITTAL 06 09.25.23 N I � N % I @ I j r I I I , I I - - ------ -- - --- - PERMIT SET 01 10.01.25 , I 4 -" o III i III I 'I 'I, �j' it i + -__-_ _ -- _-__- - -_ ' ' ',' 'I ;I ., I L, I 'li !, tl '� ? � 'li I I I I I I - ---------�--- '��p' - ---------------- - --- -- -_--- -------- -- -------- -- ----------------- ---- --- -- ---- --------- ------ ------- ------- -------- `-----_.-._.-- -- � ------- ----- I I _ -- ' ' II ' REVISIONS: : i I II a I 1 II I — I I I 01 01.09.24 SD REVISION I N --- --- -- ----- - - - _. .. -- --- - -- - -- - - ' SD CABANA 08.17.24 1 I - - I ----- I I+ I it ,I' --_ .- -- t1J I I 11 II 1 II � 1 I 11 1 II 1 1 I 11 1 II � I I 11 1 I II � i I 11 I II EXISTING 1670 SQFT WOOD DECK TO BE REMOVED REPLACED AND EXPANED BY 750 SQFT PER PLAN 1 EXISTING 4X4 WOOD POSTS AND 1 µ1--- 1- _-�_--------------------------"/ \ ----------------------------- 4'' I` 1 _ TRELLIS TO BE REMOVED ----------____________ ' ' I EXISTING 200 SQFT WOOD ENTRY ' .I I STEPS AND SONO-TUBE FTGS.TO ' BE REMOVED AND REPLACED 1 1 I I 1 I ' ---------------------------------------- EXISTING 6'POOL-COMPLIANT WOOD FENCE AND GATES TO BE REMOVED AND REPLACED PER �I PLAN '--- L--- `"'1--- '-- - 1 --- - --'-'--- - L -- -- - -- -- - --�'- ----- ------''L- --- - - - -- - --`� - - - -- - _ _ M 10 --------------------------------- 1ST FLOOR DEMOLITION Scale:1/4"=1'-0" M _ 0 9TF 35s -----�- = --- - ID NEB - - ---�--- -"- -- . 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BRIDGEHAMPTON NY 11932 f oU) { co z TELEPHONE:631 807 6378 I { E-MAIL:JL@LARCMGMT.COM { € THESE DRAWIrx S AND SPEOFICATIONSARE THE PRnPF..RTY OF I ONDON A+D LI C AND ART FOR USF_SOLFJY WITH RESPECT 70 THIS PROJECT .----------------------- — —_ 1ST FLOOR FIN. LONDON A+DLI.C.SI-1ALI_BE DEEMED THE AUTI-10R AND RETAIN ALL N COMMON LAW RESUKD PoGH7S,IN ADDITION i()COPtt2W=HT THE DESIGN SI-IOW'N IS PROPRIETARY AND CANNOT BE COPIED,DUPLICATED, OR COMMEROALLY E PLOM D IN WHOLE OR IN PART WITE-TOUT 7)C WRIT UNAUTHORIZAIION OF I ONDON A+D II C GRAD HIRSCH 5028 NEW SUFFOLK AVE MATTITUCK,NY 11952 SEC: 115 BLOCK: 10 LOT:02 CABANA ELEVATIONS Scale: 1/4"= V-0" 02 NORTH ELEVATION Scale: 1/4"=1'-0" PERMIT SET A-202 L2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I I I I f 1 I 1 I I I 1 I I I I I I I I I I I I 1 I I I r I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL07 10.02.23 PERMIT SET 01 10.01.25 REVISIONS: -- --------------------- - ! ! 1 SD REVISION 01 01.09.24 SD CABANA 08.17.24 ' { I I -- - - - - - - - - ----- --- - - ----- --------------------- ------- - ------- ----- -------- - ----- ----- 'g TO OF SHEATHING -- -- --- — — --- �t ——— — — — — ----------- -- ——— ————— ——————————————————————————————————————————— — — — — --- -------------------------------- FIN.CLG. r co co z I �E t 1ST FLOOR FIN. I i I i GRADE �356 yOQ" - — ---- of NEB Drawing Legend: EAST ELEVATION Wall To Be Removed 0 =1'-0" w w,w,w : all To Remain Scale: 114" !,••,—„, New Wall 77"'77_7'` New CMU Foundation 7 New Foundation Wall '7,7 ' Existing Foundation 0 Extg.CMU Foundation -——————- Lines Above ------------ Lines Below j { \ --------- Centerline 1 Boundary Door Tag 101 Window Tag _— —'. ---- -- Section X, ' -- -- XX/X-XXX Sheet A-XXX I Detail Ta g 'i I ----------------- ------------------- --- -1-1- ----i X ` --------- ----------- -- XD Elevation Tag i X T.O.OF SHEATHING I I X XXX X Interior Elevation Tag — — — — — — ' - - -—-—-—-—- - - - -—-—-- -----—-—-—-—-—-—-—-—-—-—-— X FIN.CLG. - �' _ LONDON ARCHITECTURE + DESIGN ~ \ PO BOX 1362 z __-- __ ___._ -- BRIDGEHAMPTON NY 11932 ---- TELEPHONE:63 1807 6378 E-MAIL:JL@LARCMGMTCOM — -T FLOOR FIN. -- _``��� THESE DRAWWGS AND SPECIFICATIONS ARE THE PROPERTY OF LONDON 1S `= = A+D LLC AND ARK FOR USE SOLELY WITH RESPECT To THIS PROJf_CT �+— LONDON A,D LLC SHALL BE DEEM D TF IL AUTHOR AND RETA6N All COMMON LAW RESERVED R(;HTS,IN AOD970N TO COP)RK;HT THE DL SIGN SHOWN IS PkOPRIETAW AND CANNOT BE COPED,DUPOCATED, OR COMMERCINIY EXPLOITED IN WHOLE OR IN PART 1Ar(THOUT TTiF_ GRADE N - - _ I �.,_ _.. ..__ ,I WRTTENAU THORATION OE LONDONA+D LI C. I { HIRSCH iv 5028 NEW SUFFOLK AVE �Ii D40o MATTITUCK,NY 11952 J,61 SEC: 115 BLOCK: 10 LOT: 02 I; (• r i CABANA ELEVATIONS 3 I 'c , q .I :r'• Y .. f.: , a .3'; I Scale: 1/4" 1 0u Ifi SOUTH ELEVATION �2 Scale: 11 =1'-0" s,, ,. h•. I. PERMIT SET _ A-203 2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I 1 I I I I I I I I I I I , I I I I I I 1 I I I I I I I I I I I I I I I I I 1 ► I I I I I 1 I I I I I I 1 I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.01.25 REVISIONS: SD REVISION 01 01.09.24 SD CABANA 08.17.24 OD CO co N I N N i SECTION Scale: 1 112 =l'-0" --———————— — — ——— —————— —— — -- - ! n III O O Oop M Lp,� Xy ------------------------------------- --- - - - - ----- ---------------------- $� N N N �� rr 2 6 O FOF NE�y _ 2 6 Drawing Legend: Wall To Be Removed �^""'" Wall To Remain 1 1d0_1-: 4,!W1 011 New Wall lE 777'. "`�"7,77� New CMU Foundation SECTION SECTION Scale: 1 1/2==1'-0" Scale: 1 1/2"=1'-0" _ `' " New Foundation Wall -..a< Existing Foundation - - - - - - - ------- - - - --------- ---------- - -—- -—-—-—-—-—-—-—-— \7 Extg.CMU Foundation -——————- Lines Above ------------ Lines Below -----------_ --------------- --------- Centerline --------- --- --- ------ - - ------ ----- -- - ----- --- -- ------------ Boundary 0 0 0 G Door Tag � 101 Window Tag Section X, XX/X-XXX Sheet A-XXX Detail Tag `\ a. XElevation Tag ---- --- - - - Gy i I X _ _=� --- -- a �f i d X XXX X Interior Elevation Tag -—-—-—-—-—-—- - - ----- _.--._. - - --- --- II X - ----------------------- — � - --- SECTION ,� SECTION Scale: 1 1/2"=1'-0" Scale: 1 1!2"=1'-0" LONDON ARCHITECTURE + DESIGN l: - I rFi _ I ' 1 d II _ PO BOX 1362 'I. I t d : . ,. A TON NY 932 t ' C q d Q. . l:i.1 . IT, �• ,.•.: ,. , I : ., .. •. . - TELEPHONE;631 807 6378 I.1 p E-MAIL: L LARCMGMT.COM i i t q d 1@ THESE DRAIMNGSAND SPEOFIGiTIONSARL.THE PROPERTY OF LONDON _ - _ A+D LLC AND ARE FOR USE.SOf ElY WITH RESPECT TO THIS PROJECT q q q LONDON A+D LLC.Sl IAI L BE DL EMM THE ALM 1OR AI!D RET N ALL Q• COMMON LAW RF_SEMD RJCETIS,IN ADDITION TO COPYWC:HTTHE d ' DESIGN SI IO'VN IS PROPRIFTARYAND CA^iNOT BE COPIED,DUPLICATED, d Q q d OR COA1MFROALLY EhPLOITD IN WHOLE OR IN PART WfP IOUT P IF q d d 4 WRIT II N ALM IOIIJZA77ON OF L ONDONA+D I IC q 4 d Q q p d d d r;l a p- d a q _ d d . ' d HIRSCH q 5028 NEW SUFFOLK AVE MATTITUC Y 11952 K N SEC: 115 BLOCK: 10 LOT:02 SECTION SECTION Scale: 1 1/2==1'-0" Scale:: 1 1!2"= 1'-0" SECTIONS Scale: 1/4"= V-0" PERMIT SET A-300 2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I I t I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I 1 I I I I I I I 1 I I I 1 I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I FIXTURE SCHEDULE: HALO H991CAT 4"RECESSED = LED STRIP LIGHT-SPEC. PER -Ic HOUSING w/TRIM PER E-001 LOCATION MULT-POINT TRIM (2-SPOTS) 4- :L � NEw Ext L SURFACE MOUNTED FIXTURE BOX __ ' INE EXISTING OPERABLE DOORS a MULT-POINT TRIM (3-SPOTS) AND WINDOWS ACTING AS PART VOLTAGE WIRES-TIE INTO EXTG.SWITCH OF THE NYS CODE-COMPLIANT ' I PANEL POOL BARRIER TO BE EQUIPED o IN WALL STEP LIGHT-SPEC PER ----_-- ` W! fNY�R326.4.2.8 COMPLIANT i { w, EXTERIOR WALL SCONCE LOCATION POOL LARM — — ® — — — — — ' — — — — — — ®— — — — - WALL SCONCE SP FLUSH MOUNT SPEAKER zt NEW EXT LIINE I - ' 4a_ �VOLTAGEWIRE-TIE-. — N —.— - ' O DECK UPLIGHT SP IN-WALL SPEAKER f I INTO EXTG.SWITCH 'Ic -------- —nt Ic — ? — — — ELECTRICAL LEGEND ANEL I e I __- I �_ � I, , , ,I � , ,,%' � LINE OF EXISTING DECK I © LANDSCAPE WELL UPLIGHT � IN-WALL SUBWOOFER I ch — — — — — — — — K4 LUTRON HOMEWORKS !WIRELESS % , • % N , I' _ - '�' - -- -- - - - - -- - - -- - - ' ` I �-- i L- „ r- � 1 r PROPOSED DECK EXPANSION - �---- �---- '---- �---- KEYPAD LOCATION -- --- - -- - - - - ' N — I —a— SP 1— �' Sep — —+ — — T — I I SOUNDBA SOUND BAR SINGLE POLE SWITCH I t- '- CEIL66FAN I ' I wP wP 3 THREE WAY SWITCH _J - P 1� I � � ,1 JAMB SWITCH i i I 1R ELECTRIC RADIANT KEYPAD `% SIVOIA I P CONTROL O WIRELESS SHADE _ _ IIC `C IC t•— ELECTRICAL NOTES: I ' F FAN TIMER .N. —-- — — --- -_ L — — — — _ I t --- - -- -- ----- - �- r- ❑I -SWITCHES TO BE INSTALLED AT 44"TO DUPLEX RECEPTACLE OUTLET 3'-9 1/4' T-9 1/4" CENTER LINE OF SWITCH A.F.F. OR AS NOTED I I ON ELEVATIONS - SEE SHEET E-001 FOR DUPLEX RECEPTACLE SWITCHED DED ALIGNMENT FOR ALL OUTLET SWITCHES/T-STATS/OUTLETS/PANELS 9'-2 3/4" 6'-2 1/4" 6'-2 1/4" 6'-8 3/4" -OUTLETS TO BE INSTALLED HORIZONTALLY INZZ�� o 220 V RECEPTACLE OUTLET CENTER OF BASEBOARD PER A-600 DETAILS GFI GFI DUPLEX RECEPTACLE OUTLET -ALL SWITCH PLATES AND ELECTRICAL WEATHERPROOF DUPLEX COVERS TO BE MATTE SNOW; MAESTRO =(�wP RECEPTACLE OUTLET Z I SERIES SWITCHES/ DIMMERS W/CLARO o SWITCH PLATE COVERS. ® DUPLEX ECEPTACLE Z( -SEE ELECTRICAL SCHEDULE E-001/002 FOR v -{� DEDICATED LINE RECEPTACLE Cj'� PROPOSED COVERED PORCH ELECTRICAL TRIM/BAFFLE SPECIFICATION. IF NOT VISIBLE, vDED OUTLET Scale: 1/4"=V-0" CONTACT ARCHITECT " BATH FAN WALL MOUNT -DIMMERS AT ALL LIGHTS LOCATIONS; EXCEPT CLOSETS. BATH FAN CLG.MOUNT - IC BOXES TO BE USED FOR INTERIOR TELEPHONE JACK APPLICATIONS WHERE INSULATION IS WITHIN 3" OF UNIT HOUSING -TV 1V Cat 6 and HDMI -ALL BATH FANS SHALL BE SUPPLIED WITH LI (, l COMPUTER NETWORK ETHERNET IN-LINE FANS -DUCTED AND VENTED TO THE �' \\�J� JACK BUILDING EXTERIOR PER M1505.2 t{ I ) THERMOSTAT -ALL LAUNDRY AND WET LOCATION 125V-250V RECEPTACLES SUPPLIED BY SINGLE-PHASE AS TEMP SENSOR BRANCH CIRCUITS RATED 150V OR LESS TO S SMOKE DETECTOR GROUND SHALL HAVE GFCI PROTECTION. .ALL RECEPTACLES TO BE PLACED AND O CARBON MONOXIDE DETECTOR WIRED PER E901.2.1.ANY DISCREPANCY MUST ,,�, BE BROUGHT TO THE ATTENTION OF THE '�l CARBON MONOXIDE DETECTOR ARCHITECT DURING INSTALLATION i J JANDY SWITCH TO POOL EQUIP. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVELAND IN THE BASEMENT (IF kV) CENTRAL VAC APPLICABLE). POSITION ALARMS NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. SMOKE DETECTORS ARE REQUIRED IN EACH Security Legend: _ BEDROOM AND ON EACH LEVEL OF DWELLING w/ LOCATION AND SPACING AS REQUIRED BY -Alarm Keypad s, THE NEW YORK STATE BUILDING CODE. M.D. -Motion Detector(Wall 1 Mounted) I ANYALTERATION, REPAIR,ADDITION TO OR r — M.D. -Motion Detector(Ceiling _ i �, � � \ ` •' IL CONVERSION OF AN EXISTING DWELLING -Door REQUIRING A BUILDING PERMIT NOW Door Contact — fi --- !— I — —_ -- — REQUIRES THAT ALL SLEEPING ROOMS IN THE ®p -Heat Detector(Ceiling '�' 'c HOUSE BE UPGRADED WITH HARD-WIRED AND Mounted) I I INTERCONNECTED SMOKE ALARMS. cAnn -Security Camera (Soffit/ I I I I I I \ Wall mount 365° Mobility) / I I - - -- - - - - - - - - - - - - - - - -I- - � — f — — — — — — — — — — — — -i all —► l: f �— — I — ------------ PENTAIR — — — — — —,— — — — — — — — — — — — — — — — au \ POOL {PUMP 1 I T ' — uu IC IC ---- , 1 I I ________ \ PUNTAIR I LONDON --- — AI ' I I ( Poop MP I I ARCHITECTURE + DESIGN — ------------ . ,-- I DED ua POOL FEITER I I I I I — \ ———————— ` �" 'l/ I PO BOX 1362 ---__------- HEATOER I BRIDGEHAMPTON NY 1 1932 \ I I I �---- — — 1 1 ------- ----- r: I \ I I IJT I CABANA I I I ' I I - ---- ----- - - - -- ---_JI I �- , / I ( TELEPHONE:631 807 6378 — — — — CP o I ---- ------ ED I n+MAIILAJL@LARCMGMT.COM +srEc ro n rc PROE / I \ THESE DRAWINGS AND SPECOCAT10NS ARE THE PROPERTY OF LONDON W LONDON A+D LI-C.SHAi I.BE DE1M!.D INF AUTHOR AND RETAIN AIL t -—• -�--- _ —\ IC --------- ' �'Z t ` I , I 1 / I I 1 CL COMMDN LAW RESEMD RGHTS,IN ADDMON 70 COPYWH7 n fi- ' W I C)LU I I DESIGN Si IOWN IS PRO PRETARYAND CA^iNOT Rf COPIED,DUPLICATED, Z OR COMWIEROALLY EXPLOITED IN WHOLE OR IN PAFJ WfR 0L!T 71 IE allI I 1 L VVI NAUTHOrZTIDNOFLONDO(JA+DLLC Ilaw c,P a \ I nn 0t--- - --- - ---- I ;; _,_, n I I I �I - - J w I I I ----- - --- - -I- I HIRSCH �' 3a F - - Z I ' I I ' I 5028 NEW SUFFOLK AVE w l j I ( � — =z,;�; MATTITUCK,NY 11952 � I of \_ I — — — 'J i I i I I SEC: 115 BLOCK: 10 LOT: 02 z1 i � � \ , Ic I I ' I / I I l- B A N A GFI - ,C I I 1 I I PROPOSED ELECTRICAL _ _ _ DED — — — ————— J——_ ___ _____ �- I — — — — — — — — — — — — — — Scale:AS NOTED � I � I a� , M Flu ; wP / �O�o PERMIT SET �, SUPPLY ly!j I L - - - - - - - - - - - - - - - - - - - - - - � I a E- 1 00 � L — — — — — — — — — — — — — — — — — — — — — — — — — — — — j 9x 03s6 �.� PROPOSED CABANA ELECTRICAL /n� l PROPOSED CABANA FOUNDATION MEP FGF ` Scale: 1/4"=1'-0" Scale: 1/4"= V-0" NE [2303-JL © 2023 LONDON A+D All Rights Reserved I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I 1 I I I I I I i I I I I I 1 1 I 1 I I 1 I I I 1 I I I I I I I 1 I I 1 t I I I I I I I I I I I I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.01.25 I -----------------------------1 _ _ _ __ EXISTING DECK STAIRS TO BE REMOVED AND I ---------------------------- - REPLACED I ' I I EXISTING DECK FRAME r - ----- -- - --- - -- ---- -- REVISIONS: 1 1 AND HANDRAILS TO BE _____________________________________________________________________________=_.,;I , - - ---- -- - - - - - - - - - - --- --- - -- -- - - --- - - - - - - - - -- - -- --- -- -- - - - - -- - - -- - - - --- - - ---- - -- --- --- - - --- - --- - - --- - - - - -- - - ---- - - -- - -- - - --- --- - - - - ------ - -- - -- - -- - ---- - --- -- - REMOVED AND REPLACED ` - ---- ----- -- - - - -- - - - - -- - - - --- --- - - - - - - - - - ----- - - - - - -- - - - - -- - - - -- - - -- - -- - --- --- I --------------------------------------------------------------------------- ----------------------------------------------------4- -------------- - -- -- - --- - - - ----- --- - --- - --- - ----- - - - -- - - - - -- - - - --- - - - - - - - - --- - -I ' --- ---- - ---- - --------- - - - ------ - -- - - - ---- ---- -- -- - --- ---- - -- - - - - -- - -- --- -- --, I,I,1,1 ,� SD REVISION01 01.09.24 ' EXISTING 12'x 40'RAISED GUNITE SD CABANA 08.17.24 POOLw/WOOD SURROUND TO BE 1 ' ''''''' \ ' \ � REMOVED AND REPLACED w/16'x 40' NEW GUNITE POOL*POOL ' SURROUND TO BE MOVED 53" FURTHER FROM THE TOP OF BLUFF SETBACK Eld PRIMAY - -...- ---- --- - -- -- - - -- - -- - - - -- - - - -- - --- - -- --- - - -- - - - - I --- --- -- BATH f9 ! - -- -- - ! - - - - - - - - --- - -- — -- - - , 1 I -- — - - -- -- - - - ----- - ---- -------- --------- - - ---- - -- - -- ------ - ----------- ------ ----------- - ------ -------- -----___ __-- j 1 I I I - -- ---- -- - - - ---- _ _ -- - ------ - -- --- - ---- - --- ---- - --- ---- - -- - -- -- - - ---- ----- ------ - PRIMARY- - ---- wm SUITE - - - -KITCHEN - - --DINING -- - - --- LIVING ROOM_=' `` - - --- -- -- - -- -- - - - -- -- - - - I DECK BENCH AND STAIR ---- -- EXISTING , PRIMARY— -- - - - - - -- REMOVED AND REPACED - I --- w.LC. - - - -- --- - — _ -- - PER PLAN -- I 9k CL --- -/ __ _ - -�1� - - - - - - - - - - - ------------- 1 -I - ® ® EXISTING CABANA TO BE --- --- - - — - - - - - - - - I _ -_ , ,, ,,__ - —,. RECONFIGURED AND EXPANDED // \\ UL/N-SUl , PER PLAN y , I - III EXISTING BASEMENT ENTRY�f :,M: � HATCH AND ACCESS TO BE EXISTING PLUMBING WASTELINE'I REMOVED FROM CABANA TO EXISTING - LINE OF EXISTING DECK 1 I , gMp y� _________\1 i J SANITARY SYSTEM TO REMAIN + i I �Y�`� G� -_- -- -- --�---- --..•�•..�......---- - . ----------.-----.-_._.------.-------.---------- ' 1 , � LO LINE OF EXISTING GARDEN EXISTING DECK FRAME AND ' I 1 ' ►1 1 HANDRAILS TO BE REMOVED, ' } + ' ' ;--------' '---- ---- ----------------------- t------------------ 1I ' REFRAMED,AND EXPANDED PER 1 1 , �� 0356 / ------s,r 1 ---- --------------- ----1--.1------ -------------------- '' ' �� ---+------------------- -----� - - - PLANS , 1 , , " EXISTING WOOD TRELLIS TO BE 1 ' ' -------- REMOVED , 1 ( ir- 01/A-301 I 1 --------------------------, EXISTING WOOD ENTRY STOOP TO ; 1 t 1ST FLOOR DEMOLITION BE REMOVED AND REPLACED PER , y , , , Drawing Legend: " PLANS ' } ' � -4 - - - - - - - -• Scale:3/16"=1'-0" ;I' , 1 ' _ _ _ _ _ _ _ _• Wall To Be Removed 1 ` ���..-._---.�- ��.�_._._- �F+-==c c c=❑ c ____ --- - _c ❑ _ _ _ _ "- _ --- - - -❑ == _ -====c== ❑ _ --_ _ _ ❑ ❑ ❑❑ =❑ ❑= === c ❑ -_=c===== = o _c=c c❑ ❑ c=o=- - -- - - c== _==--- -- - ❑ - ---- -- - -- - ------ - - - - - - - ❑- - - - ❑ _- - - ----- - - =❑==_ ❑ i•.:c-c- -s�:.c.,o—�. ----------------------- New _ Wall To Remain Wall EXISTING C.I.P. CONC.SLAB AND ; ; New CMU Foundation POOL EQUIPMENT TO BE REMOVED .,, >_,. New Foundation Wall EXISTING 6'WOOD FENCE TO BE AND REPLACED PER PLAN REMOVED AND REPLACED PER _=:• °.. + <. Existing Foundation PLANS Extg.CMU Foundation _ 24'-8 3/4" 1'-6" 8'-0" 1'-6" 8'-0" 1'-6" 8'-0" 1'-6" V-3 1/4" 1'-6" 6'-11" V-6" 1 U-4 1/2" --------- Lines Above ------------ Ines Below �. . - -' - -- - - - - - - - - - - - - - - - - - - - - - - - - -•- - - Centerline 0 — — — Boundary N o 101 Door Tag 101 Window Tag , Section X, fs� \ Sheet A-XXX \ XX/X-XXX \ x Detail Tag WINDOW'JVELL r----- ____ ---------- ___ -__-_ _ -------------- __.�__________ ___ __________�_�____ _____ _ , " , n , n n � -\\ 3-5 1 -6 6'-0 1/2" \ 1 -6 T-10 1/2" 8'-3 1/2" X Elevation Tag 1 •,{., r------- w1o1 ----------------- -------------- -- ------------� �', IT------------------------------------------� yP , r ----------------- ---- ' \ X X X xxx Interior Elevation Tag 1 ( 1 I + *l 1 Ii \\ L O N D O N EXISTING C.I.P. t/ I ARCHITECTURE + DESIGN BEDROOM D105 BATH — 1 — 1 ct:, , , k; SLAB OVER CONC. PIERS TO REMAIN 1 '�' i PO BOX 1362 CRAWL SPACE I I I BRIDGEHAMPTON NY 11932 LAUNDRY 1 I 1 , , s•• • i;:-; � Tj 1 •- 1 I j l 1 1 I t + TELEPHONE:63 1807 6378 -T 7- ;f ;^` 4"IPE DECKING w/ — - — — — — n ESF auwlra AND SPEaEEcaronsaRen IE PaoPERTYOF I •� 1 ` ' — - - - - - - - - - - - - - - - - - - v E-MAIL:JL@LARCMGMT.COM '.�- 1 Al , I LOriDON + + STORAGE ' + + ' + ,` + CONGEALED r , A+D LC.AND APE FOR USE SOLELY WITFI RESPECT TO THIS PROJECT , a LONDOfJ A+p LLC St iALL b DFFlv1F13 THE AUTHOR AND RETAIN ALL D104 i, FASTENERS @ AL ? I COMMON LAW RFSER.TD Rlr1 M,IN AMMON TO COPYRIGHT THE L____________________ + •� L_________ ____________--__-__-__-_____-___J DECK LOCATIONS 1 r - - - - - - - - - - •tr.. DESIGN SHOWAl15PROPRIF__TARYAPJD CANNOT BECOPITD.DUPLICATED, ,1. 1 I -------- I OR COA^,MfRCIN1Y EXPLOITED IN WHOLE OR IN PAR!WIMOLI7 THE _ MECHANICAL f< I ,l i�5� wRI'PENAUrEowzanoNOFLONDnNA+DUC 'I•—,•^:,•.,..-..";'�=:+,�•,..•,,".».. r«-..,5,-:;:.w,:-a-�-ri_.^^:�_...a...,..---•"r�r;,—...�`.;.:� 'r."•r.*�'•r-�.+"z- L----------- �.. r ' 1 __ ____-_ ____ • __ ����, I 'I, I _ I soon] , ' L C' T -_3 �•� c,'-�, 02/A-01 1 ,• i �,I I ,, t + `------------------------------------------ �I 1 m I f y. ill ( --------- . _ RSCH ------------- ----- 1 ------- ----- -- ---- _ -i , + --- ---- I 5028NEWSUFFOLKAVE _ t i' s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = �� - - - - - - - - - - - - - - - - - ,I MATTITUCK NY11 52 1 1,, I tee; - 1 -r} , 9 1 I 1 1 i � I 1 t Y ,- 1 � 1/4" 1 L� �� � 1 io 5 x 9 7/8"PS PT� X � x _ __ X I SEC: 115 BLOCK: 10 LOT.02 I 1 1 I 1 N R _, 1 it D OPPED GIRDER c� n- I- 1 t I ! I 1 , " I i- , as 1 I � ��• � �� f ( �l 1 I =, - ,�' I '- - - r4 C.I.P.REINFORCED 1 1 1 - ! + ' ir I I 'SLAB w/6 x 6 W1.4 x 1 .I W1.4 WWFJL Daoo I I 1 Ili 1 Ift ', , `.jl Q 3677 "x 36 x 72"(MIN.)C.I.P. 1 -------------------------- ----------------- N —� CONC.FTG.w/(8)#5VERT. to AND#4 STIRRUPS @ 12"0. -------- --------• : I I l -------------=----- I I- - - - - - - - - - - - - - -1 PERMIT SET LII 1• ---------------------I- o N I I I l zo :y'. . 2'-5" 4'-9 1/2" 2'-5" I I I IS- 100 ;ii• I I PROPOSED DECK FRAMING _ _4. - :: i I �2 Scale:3/16"=1'-0" li - - - - - - - - - - - - - - - - }'. I L J l 2303-JL — — — — — — — — — — — — — — — — — — — — — J • I, T-3 1/2" 24'-4 1/2" V-8 1/4" �V-6"� 5'-7" �1'-6"� j1'-6"� �V-6"� 9'-7 1/2" �V-6"� 6'-8 1/2" �1'-6"� 5'-11 1/2" T-0" T-11" T-0" © 2023 LONDON A+D 1'-21 2'-10" -11 1/2"� All Rights Reserved I I I I I 1 I I I I I I I I I I I I 1 I I I I 1 I I I I t I I 1 I I I I I I I I I I i - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I ISSUE DATE: SD SUBMITTAL 06 09.25.23 SD SUBMITTAL 07 10.02.23 PERMIT SET 01 10.01.25 I� 11q I REVISIONS: •+� - + \� h I REVISIONSD 01 01.09.24 <0 i`',\� I SD CABANA 08.117.24 EI - h I hp�1, I hp� , - � I U 6 I M C] k= (O I 1 „r I, _ _ __ __ _ II J III 1 O IJ J ' IJ > N J J N -1 Ii, I � I "? x x c x I Cl) I I M ? � , � I N N �h ppp� 12"x 18"x 8"STL 1/2"ANGLE w/ I PRE-DRILLED STAGGERED HOLES I`Z`GOI — — — — — — — — — — W12X45 - - — - - - - - - — 11'-11 3/4" 11'-11 3/4" �-- 12'-4 3/4" 36'-4 1/4" 0 PROPOSED ENTRY FRAMING Scale: 1/4"=1'-0" tap M .0, (p � 356 yoQ' OF NEB Drawing Legend: _ _ _ _ _ _ _ _. Wall To Be Removed �"""""'"" Wall To Remain :._,:_ . ____._'1 New Wall '"5z 71`?"�,�'"57Q New CMU Foundation New Foundation Wall '< „t,;.;~, Existing Foundation Extg.CMU Foundation -�------- Lines Above ------------ Lines Below i Centerline -- — -- --- Boundary i Door Tag 101 Window Tag 18'-2' 4'-4 1&' 13'-9 3/4" s< i � ,;, Section X, \ \ Sheet A-XXX XX/X-XXX X Detail Tag a` 16 7A� Elevation Tag I I I ! D 1 X LO HIE - I 1 /� I I X�XXX�X Interior Elevation Tag V I 1 I / \ �\ ( I I I / \ - - - - - - - - - - - - - - - - \/ I 1 I � I I I - - - - - - - - � X ------?_ —� k ------------ \ — PENTAIR i 1 ( — — — — — — — «— — PEN IAT R ` I POOL I PUMP -- LONDON Y'I I � FILTER I ✓— I 1 I FILOTOER I I '' �' ARCHITECTURE + DESIGN I PUMP _. I , _. 1 --————————--- e HEAT', i POOL i 1 POOL _ . ----------- -. ' 11 7/8' TJ1560 I '------------ HEATER BRIDGE HAMPTON NY 11932 I HEATER I ____-_ NOTES: ----------- �w 1 ________ r- - - - - —__ - 91/2"TJ1360a� I �(D I I I c. I ST HANGERS FOR ALL lf: Imp I 1 USE METAL JOI TELEPHONE:631 8076378 cp I 16°O.C. I. ------------ ; I a J ; I ----- ------ ; I f I APPROPRIATE FLUSH CONNECTIONS - IFI 10 1 I I SIMPSON OR APPROV. EQUIV. I .Of x �� I `'f I 2" CLEARANCE @ ALL LVL HEADERS A+ ` 1 t i 1 MAIL: L@LARCMGMT.COM ESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LONDON ~ i D U-C.AND ARE FOR USE SOLELY W17H RESPECT TO RZ PROJECT, CV I I I Y LOINDON A+D LI C.SHALL BE DEEMED THE,AI IWOR AND RMIN AL N� I _ NZ I I OVER INTERIOR POCKET DOORS TO COMMON LAW RESHKD RIGHTS.INAMMON70 COPYRA.HTTHE ,� o. s w I I .-v ' ' J ' w ( I ACCOMMODATE RECESSED TRACK DF SIGN SHOWN ISPROPwErARYaND CANNOT aE COPIED,DUPucnED. b = U' c - 1 1 ,> I (� OR CONMERCIII LY f_PL O,TED IN WHOLE OR IN PA,R7 WI7HOLIF P,-IF_ O� ' FkISTI i i I **ALL STRUCTURAL STEEL wvTEVAmorozannNOFLONDONn+Duc N I Q > Q a NG I wAST��/N I CONNECTIONS TO BE WELDED** I s - -- - - - - --- - - ; MAIN r-I _ ------- --- -I- h 9 1/2" LVL HDR 2 9 1/2"LVL HDR NOU E L J I NOTE: ALL ROUGH CARPENTRY AND WOOD HIRSCH `a� STRUCTURAL FRAMING SUBCONTRACTORS SHALL 5028 NEW SUFFOLK AVE J iJ I`"� t - I MATTITUCK,NY 11952 3 FIOXTTURE LOCATIONS PER CONSTRORDINATE JOIST LOCATIONS UCTION TH ELECTRICAL SEC: 115 BLOCK: 10 LOT. 02 N III I I ":� I 1 I' f I _ 7 1 SHEETS: E-100-102. N LC RA N I I INSTALLING STRUCTURAL HEADERS TO R. I ' s � f ., . I ACCOMODATE FIXTURES AS POSITIONED IN THE 9 1/2"TJ1360 I I PROPOSED E-SERIES CONSTRUCTION DOCUMENTS V - -- - - - - - -- - r - - - - - - - - - - - - - - - - - - -� SHOULD BE INCLUDED IN THE AGREED UPON t I ROUGH-CARPENTRY SCOPE . *FIXTURE POSITIONS I I SHOULD BE COORDINATED PRIOR TO FRAMING I I COMPLETION TO AVOID REVISIONS. I I PERMIT SET of I _. { ; S- 101 - - - - - -- - - - - - - - - - - - - - - - - - - - - � PROPOSED CABANA ROOF FRAMING PROPOSED CABANA DECK FRAMING 02 Scale: 1/4"=1'-0" 02 Scale: 1/4"= 1'-0" 2303-JL LIN © 2023 LONDON A+D All Rights Reserved I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I S.C.T.M.# DISTRICT: 1000 SECTION: 115 BLOCK: 10 LOT: 2. 1 55.88' N 78o40'30" N 86°40120" E moK N 86040'20"E d o PUNIR pUN1ER • CE I 35.12' ` F" � o\ N \\\N\\` ORNEWAY LP QAS u::';: .:::.:::::: ; I II11I 201 It/ �s �I 1 I 111 I I I f 111I I 3 IA cOMMER asr 3. u, ED oQ; l 1 P x r DECK 'I IAS�unfATED BY EN-CDIaY,TANTS I A ` OEM ::.POOL I I I I I I 1 I to I I I I I I 1 I No I I r oil PA WI f I lo) i I � 1 RAMP 0 CA 0 3'K3SVONWE WALK I i O T PlLmc I I I� r 1 III , 37.9 �;I II I j I I lii ' II I I I o R'25�Ol MO � \ NO ,0.4'N P WIRE 128 32' MON. WfLE�AOM 40S.071 MON $78°4T10" w y v► WT$20 L M D S. AXE- ' _ •� m 0.440 is 3` 39'?o F-\N Ay 261 P• GR OW OF ; '7:' nn. of PRO R _ N11010r lis f D FC 1 2 '._:, �f SPK. CENTER SINE i ED�A I TREES ..•.•---•""""'...--•�•"'" -I � F ROW OF SPRUCE r Nd0%OEFyEHR r k. .... MOH. I'' I NANNY DA yOEFLE 7� 5. gIGH T OF TrAY _ ADD TOPO LINES 12-01-25 O p 47+1Q" Vd NEE�DIFFLY LABEL TOE/CREST OF BANK 10/20/25 N $ -7 GE REN L. UIFF 223 9T, & LOCA77ONS SHOWN ARE FROM FIELDL OBSERVATIONS OL OTHETERSUPPLYWELL z0' CENTErR uNE AND OR DATA OBTAINED FROM OTHERS. IC 6.8 N h'T OP AREA: ELEVATION DATUM. _NAVD88 7 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1S A WOLA77ON OF SECTION 7209 OF 7HE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY p MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LINE PROP E C LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. OSD ENT µEDGE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE O 8'x16' BELL. BLK. OF T.4'N APRON NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY 7Q SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DOUGLAS HIRSCH; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF. SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971O • Q Telephone: 631 765-1938 COU LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: January 9, 2026 Re: LWRP Coastal Consistency Review DOUGLAS & LESLIE HIRSCH, SCTM# 1000-115.-10-2 This application is to remove 432 sq. ft. wood deck, front entry stoop and trellis on (west) landward side of existing 1 Y2 story dwelling with 15.1'x18.8' covered deck, remove 547 sq. ft. deck and wood skirt wall on (east) seaward side of dwelling; remove 88 sq. ft. concrete slab for pool equipment; remove 95 linear feet of pool fencing, remove walkways, remove swimming pool and cabana; construct a 386 sq. ft. front covered porch with entry stoop and overhang over new foundation; construct 748 sq. ft. raised decking over grade on (west) landward side of pool with outdoor kitchen area and a ±12' x ±10.6' raised spa; construct a 389 sq. ft. cabana with bath on a raised foundation with walk-in basement; for the mechanical/generator area, excavate 58 cubic yards of fill, install a 116 sq. ft. concrete slab, 13' long and 24.6' long foundation walls and steps down into area with 34 linear feet of perimeter screening consisting of concrete walls and wood fence; construct 222 sq. ft. of stairs with outdoor shower and storage area on south facing side of deck; excavate 108 cubic yards of fill to construct a new 16'x40' raised gunite pool with 18" perimeter overflow trough over the footprint of existing pool, extending 59" to the west; install 81 linear feet of 6' high pool fencing with gates; and install new leaders to existing drywells. The proposed action has been reviewed to Chapter§268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The new construction is proposed within 72' of the apparent wetland boundary which does not meet the minimum setback of 100 feet from the wetland boundary for residences. If permitted, the Trustees should consider requiring the establishment of a permanent non-disturbance buffer landward of the wetland boundary to the top of the bank and possibly beyond into the lawn for the northern half of the property directly east of the residence. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Cantrell, Elizabeth From: Douglas Hirsch <dhirsch@sadis.com> Sent: Monday, November 10, 2025 12:13 PM To: Cantrell, Elizabeth Cc: jl@larcmgmt.com Subject: RE:Application for 5028 New Suffolk Avenue, Mattituck Elizabeth, thanks for the email. The materials I submitted with my Admin Permit Application are the correct materials and they should be used for my Full Wetland Permit App. Please see my questions in red below. Ty Mr. Hirsch, As requested,Trustee President Glenn Goldsmith reviewed your application to replace and/or enlarge the exiting pool, decking, pool house, pool equipment area, etc. and determined that this application would require a full Wetland Permit Application. Some of the reasons are as follows. Your existing structures are extremely close to the top of bank with one structure on the top of bank,the pool, pool house, pool equipment area will be reconstructed,there is a large amount of proposed new decking, and additional new structure proposed. The Board's landward edge of wetlands determination is the top of the bank, not the average high tide water mark or vegetated tidal wetlands,as per Ch. 275- 3C& D. In a quick review of the current application, it was noticed that the survey is missing complete elevation lines along the bank. It is recommended to have the survey updated to depict all of the elevations from bottom of bank to top of bank. Elevations should be depicted, as per Ch. 275-6A(8). After speaking with the Building Dept.,they may request the same. I will supplement with a new survey. Please submit three 11-inch by 17-inch sets of plans that match all of the pages of the submitted to-scale set of plans submitted (four sets of plans required). My Admin Permit application has a full set of architectural drawings with elevations and the dimensions of all proposed structures. Are you asking me to submit three 11x17 inch versions of those plans? Because the top of bank is where the Board of Trustees 100'jurisdictional area begins,the entire dwelling and accessory structures are within Trustee jurisdiction. Please revise your written project description to include all proposed modifications on the property and include dimensions for each. I thought I included everything but I will review and make sure. If the dimensions are in the plans, do you want the dimensions repeated in the written statement? Your written project description is missing a lot of information and there are no dimensions for each proposed project. All proposed structures need to be stated along with dimensions for each, including any on-grade decking/patios/walkways,and if adding structure to existing (e.g. adding more decking by the pool)you would give the square footage of proposed and square footage of total decking. You can state either length by width or square footage of proposed. For existing structures being removed to construct new larger structure you would state that in the written description (e.g. pool, pool house, pool equipment area, outdoor shower,etc.). Is this different than the information requested in the paragraph above? To assist in what I am trying to explain about detailed project descriptions please go to Southold Town's website and review some of the Wetland Permit application descriptions that can be found in any of the Board of Trustees Public Hearing agendas.Will do. Please submit another set of color photographs for the Local Waterfront Revitalization Program Coordinator. Will do. 1 Please submit three copies of the wrnpleted Wetland Permit application. Wily uo. Please have Leslie Hirsch complete a Transactional Disclosure Form which is attached for your convenience. Will do. Your administrative permit application and check are here if you want to pick it up. I am going to come by next week with all of the supplemented information and hopefully you will be around and I can go over everything with you. Thanks. Douglas R. Hirsch,Partner I Bio Sadis&Goldberg LLP 551 Fifth Avenue,21 st Floor New York,NY 10176 dhirsch(o)sadis.com Phone:212.573.6670 Fax:212.947.3796 sadis.com SADIS Confidentiality Statement: This email is sent from a law firm and may contain information that is privileged or confidential. If you received this email in error, please notify the sender by reply email and delete the message and any attachments, if consistent with legal requirements. From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Monday, November 10,2025 11:44 AM To: Douglas Hirsch<dhirsch@sadis.com> Subject: FW:Application for 5028 New Suffolk Avenue, Mattituck Mr. Hirsch, Regarding your application, please see me email below. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent:Tuesday, October 28, 2025 2:32 PM To: 'dhrisch@sadis.com' <dhrisch@sadis.com> Cc: Hobson,Thomas<tho mash @southoldtownny.gov> Subject:Application for 5028 New Suffolk Avenue, Mattituck Mr. Hirsch, As requested,Trustee President Glenn Goldsmith reviewed your application to replace and/or enlarge the exiting pool, decking, pool house, pool equipment area, etc. and determined that this application would require a full Wetland Permit Application. Some of the reasons are as follows. Your existing structures are extremely close to the top of bank with 2 one structure on the top of bank, tiic pool, pool house, pool equipment area w',,, U= reconstructed,there is a large amount of proposed new decking, and additional new structure proposed. The Board's landward edge of wetlands determination is the top of the bank, not the average high tide water mark or vegetated tidal wetlands, as per Ch. 275- 3C& D. In a quick review of the current application, it was noticed that the survey is missing complete elevation lines along the bank. It is recommended to have the survey updated to depict all of the elevations from bottom of bank to top of bank. Elevations should be depicted, as per Ch. 275-6A(8). After speaking with the Building Dept.,they may request the same. Please submit three 11-inch by 17-inch sets of plans that match all of the pages of the submitted to-scale set of plans submitted (four sets of.plans required). Because the top of bank is where the Board of Trustees 100'jurisdictional area begins,the entire dwelling and accessory structures are within Trustee jurisdiction. Please revise your written project description to include all proposed modifications on the property and include dimensions for each. Your written project description is missing a lot of information and there are no dimensions for each proposed project. All proposed structures need to be stated along with dimensions for each, including any on-grade decking/patios/walkways, and if adding structure to existing (e.g.adding more decking by the pool)you would give the square footage of proposed and square footage of total decking. You can state either length by width or square footage of proposed. For existing structures being removed to construct.new larger structure you would state that in the written description (e.g. pool, pool house, pool equipment area,outdoor shower,etc.). To assist in what I am trying to explain about detailed project descriptions please go to.Southold Town's website and review some of the Wetland Permit application descriptions that can be found in any of the Board of Trustees Public Hearing agendas. Please submit another set of color photographs for the Local Waterfront Revitalization Program Coordinator. Please submit three copies of the completed Wetland Permit application. Please have Leslie Hirsch complete a Transactional Disclosure Form which is attached for your convenience. Your administrative permit application and check are here if you want to pick it up. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook.50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 w".dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT March 19, 2024 Douglas R. Hirsch 27 Red Ground Rd Old Westbury, NY 11568 Re: Application # 1-4738-03259/00003 Facility: Hirsch Property Address: 5028 New Suffolk Ave, Mattituck Dear Applicant, Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the above referenced property landward of the "top of slope", elevation 21 feet, as shown on the survey prepared by Kenneth M Woychuk, last revised 2/13/2024, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of the top of the slope. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 Jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mary acKinnon Permit Administrator CC: En-Consultants, BMHP, File vo Department of rare Environmental Conservation I so o ss so loD :no _ ,�.�°�•"�,,,�"_-_�' � 1 � gill k ,- I em ��' KE .NAP w lyt X X X`\ pa �I 1 R�LLJR1flLNDn� } Y v I �E x.x x X x x qY \, x X,4 x - \ _ .cal- — - r p�G/./r• II i 1! �Y ` x X X o ` X X 7 \ ul,x;udva 1.lacr - ill s• 1. u EXISTING IV \ \ TAX Na. 1000-175- Ot •1 ` 1. �' ly p cuss v..usl lan 1 / _... IIII S �� IUS O IPN a svrlwn 1 'I p o a. h\ X x �� X Y�\' '•.. ..rnaslar_ro>ars umE+Nse. ./ ,., 1 >; .E6' q w x 7z X ':\ \ /Y i1 .. �. J s ,.e ma ? Ini ba A'-,x X �� o ' l Cy X JC X ryx X Y 4\` I .\ \ _ 1 \ Ir_„`a1• .n„ '�l}Iq\1� , \x x xn\, \ \ I-------- \3 -x- �* P. 1 / : // x X Y,X X Ix i\ J �_. +•.g I\ a f%%Ifl w U \e x -,x x �\ \` _ . . �� • �N jl I '"a ° y PROPOSED 0ylalssias' w X u X o n1 \ \ PROPOSED \ ;- ' ' (IS IN X x x "LUT LINES. LOT LINE MODIFICATION FOR DHL LAND LLC AND HIRSCH \ W, - -- --pl,Y----�-- - � -- ,���,��vMO, �•�-� 011mvIPPDI:Yn: , y,, -"��_� �.PM L• - .--_ �-�——�, t^.�-� !Y Ma IOtlF1,S-10-01 IOW-Ilf-10-0t � .mac�"•0X> "o`�woa.,. `w. \'_'� �"� „".w`. Ina xcerx v swn Wm 1¢.wrau oD „�s........,...�,..� 1 zwrxmml m l+see a.. •a.'"• iDrtR IIss1 .iM°"r°1,�:-i�oi�nr+ .moo'Oro me'w.�... •s4 ' i lu Y.loan-Its-la-m c m _ ma P-so Icl uses [DSIF GYO'Osm v'..>.pEOUt9m Hiy[Att ItEHSfD D2-IJ-31 ' 1 M 1: OJO.OW sf. M^CJIS 9.f. IEN`£D OD-P62J JI,DR9 11Y1 aw ,m.e Y4TnNIX DIED IX2J 22 wY mSWMOID REN;1.901-JS-YO IM O. IAl Iv.f 1.�Iw Ou(WIOrt.M.\1F,t ®VOrttvf4lLPpttB\E WT OUPviT104 P ' 1-62 r�01'.JD•wn.OME JO.iM1 �'—'�j ,ua Ova,N Mw<Mrvh N�fnrnn�il°IL I„IP�,r LONDON A+Dy� ^q ." t f NOV 1 7 2Q25 Attn:Elizabeth Cantrell Town of Southold Board of Trustees Southold Town Hall Annex Southold Town 54375 Main Rd. Board of Trustees I P.O. Box 1179 Southold, NY 11971 Good Afternoon: Per your communication with Douglas Hirsch regarding the submitted permit applications for: 5028 New Suffolk Avenue, Mattituck, NY 11952 sctm#115-10-02 We are respectfully submitting the following documentation: -(4)sets of 11 x 17 printed plans for the review board -A revised written project description(included below) You may contact us with any questions at the number below Remove and replace 95 If of 6'pool fence and gate w/81 If 6'wood pool fence and gates per plan landward fence. Remove 432 sf wood deck and entry stoop on landward(west)side of residence,547 sf deck and wood skirt wall on(east)water-facing side of residence,88 sf concrete slab for pool equipment Equip. Construct 222 sf stairs w/outdoor shower at grade on south-facing side of deck over existing footprint, 748 sf raised decking over grade on the(west)landward side of the pool,extract 58 cu yd fill and install 116 sf concrete mechanical slab for pool equip.with 34 If of perimeter screening consisting of concrete wall and wood fence. Construct new 386 sf covered porch with entry stoop and overhang-over footprint of existing stoop and deck w/new leaders tying into existing drywells. Remove 550 sf raised steel-wall vinyl pool and excavate 108 cu yds fill below.Construct new 16x40 raised gunite pool w/18"perimeter overflow trough over the footprint of the existing pool-extended 59"in the landward (west)direction. Existing 240 sf cabana w/bath to be renovated and expanded to the(west)landward-facing side.Excavate 61 cu yds fill and Construct 149 sf addition on raised foundation.Supply new roof drains to replace existing with leaders to existing drywells. Thank you, Jared London,AIA,LEED AP® u 1 LONDON ARCHITECTURE+ DESIGN P.O. 1362 Bridgehampton,NY 11932 A mamt,com c.631.807.6378 LONDON A+D P.O.1362 Bridgehampton NY 11932 o. 516.349.1234 c. 631.807.6378 Glenn Goldsmith,President ?f 11�a1F c (/J�c, Town Hall Annex ski,Vice President 54375 Route 25 A.Nicholas Kru p P.O.Box 1179 Eric Repenoski a Southold,New York 11971 Liz Gillooly cn ac } G Telephone(631) 765-1892 Elizabeth Peeples O yd Fax(631) 765-6641 cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only —:.- �� Coastal Erosion Permit Application y� Wetland Permit Application Administrative Permit 2025 -`` I __Amendment/Transfer/Extens'on' OCT 2 4 Received Application:—` —` Received Fee: $ I/ASb sautholdTown =Completed Application: I /a3 S Nar;o€Trusices Incomplete: SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Ass ssment Form Sent: �� 1 CAC Referral Sent: n� Date of Inspection: 7 Receipt of CAC Report:_ f} Technical Review: _ Public Hearing Held: 11jq1Y, Resolution: Owner(s) Legal Name of Property (as shown on Deed): Douglas and Leslie Hirsch _ Mailing Address: 35 Kettlepond Road Jericho NY 11753 Phone Number: 516-456-6886 Suffolk County Tax Map Number: 1000 - 115-10-02 Property Location: 5028 New Suffolk Avenue, Mattituck NY 11952 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: Email:dhirsch@sadis.com _ ;1-3 a� RIDER A — PROJECT DESCRIPTION Remove and replace 95 If of 6'pool fence and gate w/81 If 6' wood pool fence and gates per plan Remove 432 sf wood deck and entry stoop on landward(west) side of residence, 547 sf deck and retaining wall on (east) water-facing side of residence, 88 sf concrete slab for mech. Equip. Construct 222 sf stairs w/outdoor shower at grade on south- facing side of deck over existing footprint, 748 sf raised decking over grade on the (west) landward side of the residence, extract 58 cu yd fill and install 116 sf conc mechanical slab with 34 If of perimeter retaining wall and wood fence. Construct new 386 sf covered porch with entry stoop and overhang- over footprint of existing stoop and deck w/new leaders tying into existing drywells. Remove 550 sf raised pool and excavate 108 cu yds fill below. Construct new 16x40 raised gunite pool w/18"perimeter overflow trough over the footprint of the existing pool= extended 59"in the landward (west) direction. Existing 240 sf cabana w/bath to be renovated and expanded to.the (west) landward-facing side. Excavate 61 cu yds fill and Construct 149 sf addition on raised foundation on the landward (west) side of the existing cabana. Supply new roof drains to replace existing with leaders to existing drywells. Board of Trustees Applica___n GENERAL DATA Land Area(in square feet): 74,996 Area Zoning:R-80 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes _ _No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes __�No If"Yes", please provide copy.of decision. ✓ his project reqpizi any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Trustees Wetland Permits, 5101 2001-2021 Building Dept C/Os, House, Poo ❑ .No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? I I No_a Yes If yes, provide explanation: Project Description(use attachments if necessary): See Annexed Rider A- Project Description Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace the 20 year plus deck, pool and cabanna. Area of wetlands on lot: +/' 10,000_ square feet Percent coverage of lot: +/-15 Closest distance between nearest existing structure and upland edge of wetlands: 65 feet Closest distance between nearest proposed structure and upland edge of wetlands: 65 feet Does the project involve excavation or filling? ❑ No Yes If yes, how much material will be excavated?* cubic yards How much material will be filled? 10 +/- cubic yards Depth of which material will be removed or deposited: q -feet Proposed slope throughout the area of operations: �o (AlI R qm Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): None . Board of Trustees Applica___n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: To replace a pool, deck, cabanna and trellis/covered porch All structures are over 20 years old and in need of replacement. Are wetlands present within 100 feet of the proposed activity? No Yes Does the project involve excavation or filling? No Yes If Yes, how much material will be excavated? -� . (cubic yards) How much material will be filled? (cubic yards) Manner in which material will be removed or deposited: Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) None. Structures already exist. 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Hirsch Pool- Deck-Cabanna-Porch Project Project Location(describe,and attach a location map): 5028 New Suffolk Avenue, Mattituck NY 11952 - SCTM-1000-115-10-2 Brief Description of Proposed Action: Remove and replace exisitng Pool, Deck, Pool Cabanna and Trellis/Covered Porch Name of Applicant or Sponsor: Telephone:516-456-6886 Douglas Hirsch E-Mail:dhirsch@sadis.com Address: 35 Kettlepond Road City/PO: State: Zip Code: Jericho NY �11 53 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 1.8 acres b.Total acreage to be physically disturbed? 1500 Sf acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.8 acres 4. Che I land us at occur on,adjoining anpliar the prop action. Urban Rural(non-agriculture) OAquatic Industrial Commercial ❑✓Residential (suburban) Forest Agriculture ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO I YES N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Deep Hole Creek, Peconic Bay Significant Coastal Fish and ElWildlife Habitat - Southold Town 3-9-90, 2-12-88 21 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ NTA 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: El RI 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14.gShor-eline "Forestntify the typicbitat types that oc n,or are likely to be found on tV-9roject site. Check all that apply: ✓Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed INO YES by the State or Federal government as threatened or endangered? 16.is the project site located in the 100 year flood plain? YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ZNO DYES ❑✓ b. Will storm water discharges be directed to established conveyance systems ff anm drains)? If Yes,briefly describe: O ✓ ES dwells on property Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDn Applicant/spoe: 8 H' S h Date:12/11/2025 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur l. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? El 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ i. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 1. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? EL 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. EJCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of Board of Trustees Application AFFIDAVIT -vatp,95 Hig-affIzebue F""BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF.SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR.AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF Notary Public PATRICIALEE Kotaq Publio,State of New York No.01LE6047827 Qualified in Queens County v Commission Expires September 11,2Q_ APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts:af interest on the nart of town officers and emnlovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary toavoid same. YOUR NAME: f/-n g'a (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee 'Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Outer",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes.by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even.a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F-1 . NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either,check the appropriate line A)through D)and/or describe in the space provided. ' The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): f,A)the owner of greater than 5%of the shares of the corporate stock of the applicant 12 (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity_ (when the applicant is not a corporation); C)an officer,director,partnei,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted t 0 da r`+'of w 20 Signature� y Print Name f42 Fortn TS 1 l APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE.FORM The'Town of Southold's Code of Ethics'orohibits conflicts of interest on the part oftowirofticers and emalovees:Theouraose_of this'Forin is to brovide'iaformation which can alert the town of possible conflicts of interest-and allow it to take whatever action is necessary to avoid same.YOURNAME: /� (Last name,first narde,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship,with any.ofticer�or employee of the Town.of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means.a business, including a partnership,in which the town officer or employee has even a partial ownership.of(or.eniployment by)acorporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%Of shares of the corporate stock of the applicant (when the applicant is a corporation); B),Ihe:lgpl:or beneficial owner of any interest in a non;corporatc entity(when the :applicant is not a.corporntion); officer;director,partner,.or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this f 9911 200 Signature Print Name Form TS I k, l tiC Glenn Goldsmith, President F �O Al ;` Town Hall Annex A.Nicholas Krupski, Vice President 4��� y� 54375 Route 25 Eric Sepenoski ` P.O. Box 1179 Uy z � Liz Gillooly • i% Southold,NY 11971 Elizabeth Peeples '�,�� ap�r✓Yl Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS 11 -3 11-5 - io - � Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. )ard of Trustees Applicat: PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: �' 6,5' A �-es' ue t4-1✓;d- l NAME: ADDRESS: L)o w cV h.g/v� IOr S l�CA0 N 12.0ae-i 1� uS Z 0 F=cm'1 TWTI 3� Ly� V4 c� S, LAakh 1LCt-/ +ti`J i► �S vt v2 cL dL� 1 tVL Ck LoQ" �J�Lrc�l \VI(V ('l�'t� C.l�� 4- ice'i� off,, rf� .Vu✓G� ��,( 1`-`GL/j JAN 9 Y Gvc-n L p F C-�- �I TR L 2026 ® I �-- � L_3T if!„IJ TownSTATE OF NEW YORK COUNTY OF SUFFOLK k vaC ) , residing at being duly sworn, deposes and says that on the day of 3600'1�'4.. , 20,W, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at Z-S s 12-AA 0 wbcd uu �z �n Un.o I �`} ����3 , that sai otices were mailed to each of said persons by CERTIFIED MAIL/RETURN RE C PT. 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JERICHO 425 N BROADWAY JERICHO, NY 11753--2140 01/05/2026 www.r.rsps.com 01:43 PM TRACKING NUMBERS 9589 0710 5270 2571 2559 47 9589 0710 5270 2571 2545 82 it 9589 0710 5270 2571 2.558 86 9589 0710 5270 2571 2559 09 9589 0710 5270 2571 2558 93 9589 0710 5270 2571 2559 23 _9589 0710 5270 2571 2559 30 -------------- TRACK STATUS OF ITEMS WITH THIS CODE (UP TO 25 ITEMS) ti TRACK STATUS BY TEXT MESSAGE Uf Send tracking number to 28777 (2USPS) R, Standard message and data rates riir7y aq.t l y C _ _----- - -- ___ TRACK STATUS ONLINE Visit https://www,usps.com/tracking -- Text and e-mail alerts available PURCHASE DETAILS Product Qty Unit Price Price First-Class Mails Letter Southampton, NY 11968 Weight: 0 lb 0.60 oz Estimated Delivery Date Thu 01/08/2026 Certified Mail@ $5 30 Tracking #: 9589 0710 5270 2571 2559 47 Return Receipt $4 4U Tracking #: Total 9590 9402 9097 4122 1320 42 $10.48 First-Class Mai 10 i. ,t Letter $0 7 Mattituck, NY 11952 Weight: 0 lb 0.60 oz Estimated Delivery Date Thu 01/08/2026 Certified Mali@ q;5 30 Tracking #: 9589 0710 5270 2571 2545 82 Return Receipt V.=10 Tracking #: Total 9590 9402 9097 4122 1320 66 $10.48 First-Class Mail@ 1 $0.78 Letter Mattituck, NY 11952 Weight: 0 lb 0.50 oz Estimated Delivery Date Thu 01/08/2026 Certified Mail® Tracking #: 9589 0710 5270 2571 2558 86 Return Receipt $4,40 Tracking #: 9590 9402 9097 4122 1320 59 Total $10.48 First-Class Mail 1 $0.78 Letter Mattituck, NY 11952 Weight: 0 lb 0.60 oz Estimated Delivery Date Thu 01/08/2026 Certified Mail® $5.30 Tracking #: 9589 0710 5270 2571 2G59 09 Return Receipt $4.40 Tracking #: 9590 9402 9097 4122 1312 98 Total $10.48 First-Class Mail® 1 $0.78 Letter Mattituck, NY 11952 Weight: 0 lb 0.50 oz Estimated Delivery Date Thu 01/08/2026 Certified Mail® $5.30 Tracking #: 9589 0710 5270 2571 2558 93 Return Receipt $4,40 Tracking #: 9590 9402 9097 41.22 1.31.3 04 Total $1.0.48 First-Class Mail@ 1 $0.78 Letter Mattituck, NY 11952 Weight: 0 lb 0.60 oz Estimated Delivery Date Thu 01/08/2026 Certified Mail® $5.30 Tracking #: 9589 0710 5270 2571 2559 23 Return Receipt $4,40 Tracking #: 9590 9402 9097 4122 1312 74 Total $10.48 First-Class Mail@ 1 $0.78 Letter Cutcl-rogue, NY 1193.5 Weight: 0 lb 0.60 oe. Estimated Delivery Date Thu 01/08/2026 Certified Mail® $5.30 Tracking #• 9589 0710 5270 2571. 2559 30 Return Receipt $4.40 Tracking #: 9590 9402 9097 4122 1312 67 Total $10.48 Grand Total: $73.36 Credit Card Remit $73.36 Card Name: VISA Account #: XXXX.4)(X.)(XXXX1070 Approval #: 09051D Transaction #: 795 AID: A000000O031010 Chip AL: VISA CREDIT -- i nT�l. I.1..+ f'f.-...,:....,A niinr•r• iitnn NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: UIC LA �h fl SCTM# YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request Permit from the Board of Trustees to: E o(1 L)c o0c) P,�-tgoix0 - iSt 0,�) l r.��. hencam_ 2. That the property which is the subject of Environmental Review is located adjacent to.ouur property and is described as follows: 50 2$ to 2.LAJ S O 4­6D 1 L �t-e ( v - 2 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE• �c>�illeS cl l� ��(� v vi l �` 2�Z�v c& ✓v� You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review.same proposal. PROPERTY OWNERS NAME: f�>akcl k GAS J e,_O vc Vhysch MAILINGADDRESS: 02SS Ne`U S�-FFi�1K °��1�� Cl \ (�.Ic, �J ll�i'S2 PHONE AGENT: MAILING ADDRESS: PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience. 1 I I I I I I I I I I I I I . . . I I I I ALLOWABLE MAX LOT COVERAGE:(74.9W.20)=14.9992 SF \ ISSUE OAIE EXISTING SED LOT \ ` rtsETot tmtas PROPOSED LOT COVERAGE:6920 SF EXIST INGRESI1533 SF EXISTING RESIDENCE:1533 SF EXISTING GARAGE:45GE:450 SF EXISTING GARAGE:CABANA: SF EXISTING CABANA:240 DPO PROPOSED CABANA:US SF EXISTINGDECKS AND POOL:35615F PROPOSED DECKS AND POOL:4518 SF EXISTING TOTAL:5785 SF PROPOSED TOTAL:6930 SF -- -- ----- -�-� v14 I 'll 1wit it - I It I ill Ii/f d.. T4 sNoornoW.a I �}Il r r.ly ,1'' ✓ rr ` f ;ICI 1 I III Ii I i( ! fp II / d tl i .41I1 ` :.L ! II IIII r / 7 yy J/I / f}'u Y� f( /(�YI l �rl� / ✓�/11 III Ir i4 / 11.117-PRINTS SOY. 45$I i nEN"r°�Nv��siaw6EBs�wiOC E�IX _fY 1!/'- /.r`�v`'I ✓r/ it i1 I rI' r / " pees:NEay.,o NOTED SCALD V J f{'1/!%✓,7J_Fn 1!1 �� ,�1);a. �. I �. Put�wsuu°O�nEw°ANo BEPasmPERPw4 ° r - -_ �`• IIII M, r.^�, y ���� 0 ' ' vBOvo5ED,49sE OwAxv°N 1 � � � Or FnsrwGGsaw //� f°0��r DreMn9 Lngm1 -Ne. )S�n u�DI,G BRE PL4N �Na.Fuvuam wJ �^^-T Faiur°Ew�asm Fvp.uu fvatlamn - a.- -------------------- ------------ J ( IX E%L4fING DEIXANDBlEPS rOBE1�eU1T � _ _ `�� M1�E _ O I NOFOD4FBwr _ F -LOWw EUSTLNNTGLENCL06UREFEN°EPNDPWL I. - t_ �; ___ _ rF —1 f3 5 v LONDON / vRorosEDnITosuw°w roso.<Ea: � t j �• ! � 1�/ 1 ///f/ri / �// / ':�a°wm°"'`"sw�EEN wnns�E seoc�+uv,av rm 11=n EWA III. � '1 X 1 `- •� KIR PN� OUDEAEsp FMRYDE41t e i 1 - i ) SCH ^I rarovFc -_ - / �)I-' 11) 1'!i;; k4 �il�I .1 /�/f/jr�j,�'i/.ar7��%%y/�/,j�r%.�/.� jr✓/j'/,r.i�.//f// �/ i I�j �j�';^ �� ° Footer i _ I i k i F.IA .%/.f,r,✓,f rirfrii r. .�:f/,.'.�i,,rfi.' r /i�jif,./� �/,,//j/. ., °.HeBLDIX.,°�Dr.ux „Nc i dI � I 'irf'k✓r.'''�/r`/ /,fr !+'/9 /ri /i�r/// r./ f/, r' r'r l F )I G i /f ii/iri/ i. f /rrki r ii/ii �/f cfllr'�i"� sm PLAN wuPnRlsou I W,f ro uro°BEmNF,E °^ T `I i 1 f � �i//rJ/�/i✓fJi% >%,'`j j 6aaYyfj�r ( i I �-:•t-+ vrnw / .\ i _ �_ i;'f fliOfOSEO PERMITSET rE vBDrosEDswmDPOnw0.o51wE�rr.E l FO F11"'m�sBuir°4°'s'�'" 1 sv Emwslw I _ I;DP�L�•,.� / I __ -_--;y .�,.:___ . :_:,_. __. _ ., - __ _ - - ,�,~ I A-001.2� - •; y - i .FJ 1 E.—-I nl.aNen D2 a�`oT.ir4 ED srtE PLAN wcrw °` sw0.,023 NOTICmL. OF HEAmilt" ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: DOUGLAS & LESLIE HIRSCH SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove 432sq.ft. wood deck, front entry stoop and trellis on (west) landward side of existing 1-% story dwelling with 15.1'x18.8' covered deck, remove 547sq.ft. deck and wood skirt wall on (east) seaward side of dwelling; remove 88sq.ft. concrete slab for pool equipment; remove 95 linear feet of pool fencing, remove walkways, remove swimming pool and cabana; construct a 386sq.ft. front covered porch with entry stoop and overhang over new foundation; construct 748sq.ft. raised decking over grade on (west) landward side of pool with outdoor kitchen area and a ±12' x ±10.6' raised spa; construct a 389sq.ft. cabana with bath on a raised foundation with walk-in basement; for the mechanical/generator area, excavate 58 cubic yards of fill, install a 116sq.ft. concrete slab, 13' long and 24.6' long foundation walls and steps down into area with 34 linear feet of perimeter screening consisting of concrete walls and wood fence; construct 222sq.ft. of stairs with outdoor shower and storage area on south facing side of deck; excavate 108 cubic yards of fill to construct.a new 16'x40' raised gunite pool with 18" perimeter overflow trough over the footprint of existing pool, extending 59" to the west; install 81 linear feet of 6' high pool fencing with gates; and install new leaders to existing drywells. Located: 5028 New Suffolk Avenue, Mattituck. SCTM# 1000-115-10-2 TIME & DATE OF PUBLIC HEARING: Wednesday, January 14, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s)which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. ,and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt -minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supportina facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,.it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 115 -10 02 PROJECT NAME Hirsch Pool, Deck, Cabanna and Porch Replacement The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Replace existing 20 year old Pool, Deck, Porch and Cabanna with new structures- as proposed in submitted plans.. -064oL PT-) VO RIDER A— PROJECT DESCRIPTION Remove and replace 95 If of 6'pool fence and gate w/81 If 6' wood pool fence and gates per plan Remove 432 sf wood deck and entry stoop on landward (west) side of residence, 547 sf deck and retaining wall on (east) water-facing side of residence, 88 sf concrete slab for mech. Equip. Construct 222 sf stairs w/outdoor shower at grade on south- facing side of deck over existing footprint, 748 sf raised decking over grade on the (west) landward side of the residence, extract,58 cu yd fill and install 116 sf conc mechanical slab with 34 If of perimeter retaining wall and wood fence. Construct new 386 sf covered porch with entry stoop and overhang- over footprint of existing stoop and deck w/new leaders tying into existing drywells. Remove 550 sf raised pool and excavate 108 cu yds fill below. Construct new 16x40 raised gunite pool w/18"perimeter overflow trough over the footprint of the existing pool- extended 59"in the landward (west) direction. Existing 240 sf cabana w/bath, to be renovated and expanded to the (west) landward-facing side. Excavate 61 cu yds fill and Construct 149 sf addition on raised foundation on the landward(west) side of the existing cabana. Supply new roof drains to replace existing with leaders to existing drywells. Location of action: 5028 New Suffolk Avenue, Mattituck NY 11952 Site acreage: 1.8 Present land use: Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Douglas Hirsch (b) Mailing address: 35 Kettlepond Road, Jericho, NY 11753 (c) Telephone number: 516-456-6886 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑� If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ZNot Applicable Attach additional s eets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No ❑ Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable PREPARED BY � �,l b TITLE V'x'�� DATE / _ DOUGLAS HIRSCH � NO , Ca i5028 NEW SUFFOLK AVENUE �MATTITUCK NY 11952 2 4 2025October 22, 2025 outhaldTMTnDear Trustees: ard ofTrusteas ^._ I am writing in connection with my application for an administrative permit to (i) rebuild my current pool and enlarge it's width by four feet to the landward side (ii) rebuild my deck and enlarge it towards the landward side; and (iii) rebuild my pool cabana and enlarge it to the allowable 350 square feet. All of these structures have current wetland permits and are over 20 years old. I would like to rebuild them and slightly enlarge them to accommodate my anticipated grandchildren and growing family. I am applying for an administrative permit consistent with Chapter 275-5 B. All of the proposed operations meet with the current setback requirements as defined by 275-3 and do not pose a threat to the overall function and condition of wetlands or adjacent buffer areas. Indeed, my proposed operations satisfy two of the categories of operations that will be considered for administrative review pursuant to 275-5 B. (2). In particular: (d) Remodeling or renovation of a wetlands-permitted structure, provided that such activity will not have an undue adverse impact on the wetlands and tidal waters of the Town. (e) Construction of accessory structures for existing single-family dwellings, provided that such activity will not have an undue adverse impact on the wetlands and tidal waters of the Town and the setback is no less than 50 feet. I submitted an application for a regular wetlands permit about two weeks ago and I would Like to withdraw that application as that was a mistake and I should have submitted an administrative permit application. Annexed is my administrative permit application. Should you have any questions, I can be reached at 516-456-6886 or dhirsch(cbsadis.com.Thank you. D941.as Hirsch