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HomeMy WebLinkAbout50862-Z TOWN OF SOUTHOLD rt BUILDING DEPARTMENT ` a TOWN CLERK'S OFFICE � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50862 Date: 6/25/2024 Permission is hereby granted to: Leung. Darien 50mMBridce Park Dr Aptmm9B Brooklyn, NY 11201 �._..__- To: Construct repairs and alterations to an existing non-conforming accessory barn to include a partial conversion into a pool house/cabana as applied for per HPC approval. No access is permited between the pool house and storage area. At premises located at: 265 Orchard St., Orient SCTM # 473889 Sec/Block/Lot# 25.-2-11.1 /20/2024 and approved by the Building Inspector. Pursuant to application dated 2.....: ...... To expire on ...12/25/2025. _. Fees: ALTERATION OF ACCESSORY BUILDINGS $615.00 CO-ACCESSORY BUILDING $100.00 Total: $715.00 ._...... �._.__._. ___ _.....r —.... Building Inspector °' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 " Telephone (631) 765-1802 Fax(631) 765-9502 htt s://www.sotitiioldtownn .gov Date Received APPLICATIONI For Uffice Use Only PERMIT NO. _ Building Inspector:. 2024 Applications and forms must be filled out in their entirety. Incomplete t�11d1 rmn t me applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. n �kti1 Date:12 February 2024 OWNER(S)OF PROPERTY: Name:Darien Leung SCTM# 1000-025.00-02.00-011.001 Project Address:265 Orchard Street, Orient, NY 11957 Phone#:212-880-6012 1 Email:dleung@torys.com Mailing Address:50 Bridge Park Drive, Apt 9B, Brooklyn, NY 11201 CONTACT PERSON: Name:Darien Leung Mailing Address:50 Bridge Park Drive, Apt 9B, Brooklyn, NY 11201 Phone#:212-880-6012 Email:dleung@torys.com DESIGN PROFESSIONAL INFORMATION: Name:Simon Eisinger, LYNCH EISINGER DESIGN Architects Mailing Address:319 Grand Street, 2nd Fl., New York, NY 10002 Phone#:212-219-6377 Email:simon@LED-NYC.com CONTRACTOR INFORMATION: Name:TBD Mailing Address Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition iAlteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes WNo IF YES, PROVIDE A COPY. Check Box After Beaditl"lg: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Now York State Penal taw. Application Submitted By(print name):DARIEN LEUNG ❑Authorized Agent @Owner Signature of Applicant: Date: T.� (j I -ZD-Z-{ STATE OF NEW YORK) SS: COUNTY OF N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this .rr "N h day of � C ��� 20 Z"[ � ...�,,....�.... Nota Public FNOTARY .Schuessler ,STATE OF NEW YORK RIN rY OWN Ell Au rm No.02SC6445049(Where the applicant is not the owner) Nc.YorkCountyExpires 12/05/20N I residing at do herebyauthorize to apply on , my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 0 11� our 'nriq Anne Surchin,Vice Chair ` " Marinade Conciliis, Commissioner ' f ", 54375 Route 25 Allan Wexler,Commissioner ` PO Box 1179 Jeri Woodhouse,Commissioner Southold,NY 11971 in Telephone: (631) 765-1809 Kim E. Fuentes,Coordinator - l k kimf@southoldtownny.gov Town of Southold Historic Preservation Commission Certificate of Appropriateness April 25,2024 RESOLUTION #04.25.2024.1 RE: 265 Orchard Street, Orient, NY. SCTM# 1000-25-2-11.1 Owner: Darien Leung RESOLUTION: WHEREAS, 265 Orchard Street, Orient,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on March 6, 2024, for approval to renovate an Accessory Storage structure to convert to an Accessory Cabana/Pool House and accessory storage; and WHEREAS, the applicant's representative, Simon Eisinger, R.A., appeared before the Commission for a public hearing on April 25, 2024 to describe the proposed improvements to the accessory barn; and WHEREAS, the proposed improvements are described as a two-story accessory barn to be converted to a cabana/pool house 350 sq. ft. in size, and storage area with the entire structure measuring 869 sq. ft. in total. Furthermore, the improvements will include horizontal wood siding and a cedar shingle roof, wood barn doors and wood framed windows, as depicted in the Site Plan and Architectural Plans, sheets A001, A101, A201, A202, and A301, dated February 20, 2024; and Architectural Plans, sheets H101, H102 and H103 dated March 4, 2024, all prepared by Simon Eisinger, R.A.; and Certificate of Appropriateness, Res. #04.25.2024.1 HPC, Leung—BARN, SCTM No. 1000-25-2-11.1 Page 2 WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposal described as a two-story accessory barn to be converted to a cabana/pool house 350 sq. ft. in size, and storage area with the entire structure measuring 869 sq. ft. in total (Interior measures 772 sq. ft.) The proposed improvements include horizontal wood siding and a cedar shingle roof, wood barn doors and wood framed windows, as depicted in the Site Plan and Architectural Plans, sheets A001 A 10 1 A201 A202 acid A301 dated February 20. 2024 aand_Architectural Plans, Sheets H1_01. H102 and H103 dated Margh 4 2�4. all .)r- c are b Simon Eisin er R.A, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED, that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Wexler Motion seconded by: Commissioner Surchin VOTES: AYES: Commissioners Surchin, Wexler, Woodhouse and de Conciliis. (4-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. Signed: Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: April 30, 2024 ARCHITECT: I a SCOPE OF WORK ABBREVIATIONS NOTES DRAWING LIST SYMBOLS RESTORATION AND RENOVATION OF EXG BARN TO INCLUDE STORAGE AND 350 SF OF "POOL GENERAL NOTES CONSTRUCTION AND WINDOW NOTES DWG TITLE HOUSE"AREA.SCOPE OF WORK TO INCLUDE:STRUCTURAL AND FOUNDATIONS REPAIR, NEW Align ALIGN DOORS AND WINDOWS, NEW EXTERIOR FINISHES THROUGHOUT,AND NEW INTERIOR FINISHES i ADJ. Adjustable 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF ARCHITECTURAL WHERE REQUIRED. A.F.F. Above Finish Floor APPLICABLE EDITION OF: LOCAL GOVERNING CODES, NYS. DEPT,OF LABOR, INDUSTRIAL LABOR IN GROUND SWIMMING POOL FILED UNDER SEPARATE APPLICATION. 2020 RESIDENTIAL CODE OF NEW YORK STATE CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU Center Line ELECTRICAL WORK FILE UNDER SEPARATE APPLICATION. A.F.S. Above Finish Slab NYS ENERGY CONSERVATION CONSTRUCTION CODE AND UTILITY CODES,OSHA CODES AND NYS BUILDING CODES. A001 TITLE SHEET AND SITE PLAN ALUM. Aluminum NYS FIRE PLUMBING CODE 2.ALL STRAPFING AND CONNECTION DETAILS SHALL BE AS PER 2020 NYS A101 EXISTING AND PROPOSED FLOOR PLAN NYS APPD. Approved A201 EXISTING ELEVATIONS Diameter 0 LYNCH EISI NGER DESIGN NYS MECHANICAL CODE RES CODE. ZONING A/V Audio Visual NYS FUEL GAS CODE A202 PROPOSED ELEVATIONS 3/4" ARCHITECTS PC ZONE: R-40 < Angle APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS 3.SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFP72 A301 WALL SECTION Dimension to f --�- 319 Grand St., FI 2 New York, NY 10013 T 212.219.6377 g TOWN OF SOUTHOLD REGULATIONS AND 2020 NYS RES CODE R314.1 studio@LED-NYC.com www.LED-NYC.com LOT AREA: 37,653 sf @ At or from a surface LOT WIDTH: 202'-10" 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY.ALL 4. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE LOT DEPTH: 218' & And DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE IMPACT TEST114G AND 130 MPH 3 SEC. GUSTS OR SHALL BE PROTECTED A LEGEND BBRDS. Baseboards DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE WITH PLYWOOD PANELS PER R301.2.1.2 OF THE NYS RES CODE. Drawing# 0000 BARN AREA: BLDG. Building ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISREPANCIES IN :' EXISTING CONSTRUCTION THE DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE 5. SAFETY GLAZING MUST COMPLY WITH R308 OF 2020 NYS RES CODE. POOL HOUSE: 350 sf BLK. Block ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS 0 NEW CONSTRUCTION STORAGE: 520 sf PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE 6. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED Level, Elevation TOTAL: 870 sf B.O. Bottom Of, By Owner ARCHITECT/ENGINEER. NO WORK SHALL PROCEED UNTIL SUCH END CAPS,SAME GAUGE AS STOOLS. LOT COVERAGE: 5811 sf(15%) BOT. Bottom DISREPANCY HAS BEEN RECTIFIED. HEIGHT IN FEET: 20'-6"TO PEAK OF ROOF CAB. Cabinet, Cabinetry 3.THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS Room# 000 HEIGHT IN STORY: 1.5 CL. Centerline EITHER NOT SHOWN NOT CONSIDERED RELIABLE ER OLDER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ARE CALCULATED LIVABLE FLOOR AREA: - DRAWINGS FURNISHED TO THE ARCHITECT,OR NOT MEASURABLE DUE PER 2020 NYS RES CODE TABLE R301.5: CLG. Ceiling Wall type FLOOD ZONE: N/A TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TO VERIFY IN THE FIELD USE LIVE LOAD C.O. Clear Opening PRIOR TO PREPARING THE DRAWINGS. UNINHABITABLE ATTICS WITHOUT STORAGE: 10PSF CONC. Concrete UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20PSF Ex'g Const.to remain CODE COMPLIANCE 4. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS: 30PSF COND. Condition MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE BALCONIES(EXT)AND DECKS: 40PSF USE AND OCCUPANCY CLASSIFICATION: POOL HOUSE AND STORAGE I COND'S Conditions WORK/PROJECT. FIRE ESCAPES: 40PSF New Construction C�7 HEIGHT AND FIRE AREA: HEIGHT 20'-6", FIRE AREA N/A GUARDS AND HANDRAILS: 20OPSF TYPE OF CONSTRUCTION: TIMBER FRAME CONST. Construction 5.THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR GUARD IN-FILL COMPONENTS: 50PSF STRUCTURAL DESIGN CRITERIA: PER 2020 NYS RESIDENTIAL BUILDING CODE SECTION R301 CONT. Continuous EXPOSED SURFACES DUE TO CONTRACT WORK.ALL NEWLY INSTALLED, PASSENGER VEHICLE GARAGES: 50PSFPATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT Ex'g Const.to be removed FRAMING ELEMENTS: EXISTING TIMBER FRAME ROOMS OTHER THAN SLEEPING ROOMS: GLAZING PROTECTION: REQ'D(WIND SPEED 130 MILE ZONE; 0.6 MILE(<1 MILE)TO COOR. Coordinate THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST 40PSF COAST LINE) PROVIDE HURRICANE RESISTANT RATED WINDOWS AND/OR PROTECTION PANELS DIM. Dimension CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. SLEEPING ROOMS: 30PSF Gas shut off valve LOAD PATHS FROM ROOF TO FOUNDATION: SEE DRAWINGS STAIRS: 40PSF FRAMING DETAILS: N/A EA. Each 6. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE FOLLOWING CONDITIONS: MEANS OF EGRESS: SEE FLOOR PLAN EQ Equal GEOGRAPHIC AND CLIMATIC CRITERIA: Smoke/CO detector SC a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR PLUMBING AND RISER DIAGRAM: N/A EX'G. Existing DAMAGED IN ORDER TO PERFORM THE CONTRACT WORK. SMOKE DETECTORS: SEE FLOOR PLAN WIND SPEED: 130 MPH WIND SEED b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE ENERGY CALCULATIONS: N/A F.F. Finish Floor MANNER. GROUND SNOW: 20 PSF Millwork# 0 HEALTH DEPARTMENT: N/A FLD. Field SEISMIC CATEGORY: B CODE: 2020 RESIDENTIAL CODE OF NEW YORK STATE 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY WEATHERING SEVERE FIN. Finish BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST TERMITES: MODERATE-HEAVY Fixtures/Appliance# t❑ F. RTD. Fire Rated DAMAGE, BREAKAGE,COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS F.O. Face Of ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. Door# O FP Fire Proof &DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND FIXT. Fixture ACCEPTABLE CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR ARCHITECT SHALL BE Window# O FLUOR. Fluorescent INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR LOCATION MAP G.C. , GC General Contractor INDICATED. Lighting Circuit �--� GIRD. Grade 9. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE GWB Gypsum Wall Board INDICATED ON DRAWINGS, IT SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH HC Handicapped ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT HRDWD. Hardwood FOR APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, HT. Height 10.FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE AREA OF WORK L.O. Line Of RATED CONSTRUCTION AS PER SPECIFICATIONS. LTG. Lighting 11.SIZE OF MASONRY UNITS ON PLANS, BUILDING ELEVATIONS AND z S77°13'50"E 119.00' z S78°59'00"E 49.60' LOCA. Location SECTIONS ARE SHOWN AS NOMINAL SIZE. MON�0 4'C AI FENCE �o o N PROJECT SITE _ _- BLOCK WALL 21. -- �0 22.2 AT GRADE �0 21. MANUF. Manufacturer 12.PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, I T.7-- - - FE. MDF Medium Density Fiberboard NIGHT LIGHTING, ETC.,AS REQUIRED BY THE REGULATING AGENCIES TO 40'9 FF 22 2 2411 21T o 10.6' 1 0.5'E y PROVIDE ADEQUATE PROTECTION. / I RENOVATED w 3 .4 21.13-1 M.G. Marine Grade 80 MIN. Minimum 13.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND N FRAME STORAGE cli o� w 1 STORY FRAME 1 0) ACCUMULATED REFUSE,AND SHALL HAVE SOLE RESPONSIBILITY FOR I / N N MAX. Maximum PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED 8 BARN A COTTAGE 3 A 3 _ ' 40.9' w FF 23.2? A PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH 277 ( RIDGE 37.2 R911 gp N.I.C. Not In Contract WORKING DAY I /f NTS Not To Scale ( 22 \ 34.4' 10.1' O.C. On Center 14.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED I \ VDECK 1 8 ACCESS FROM ALL SPACES AND ADJACENT SPACES THE EXTERIOR OF ` l OPP. Opposite THE BUILDING AT ALL TIMES. �\ I PLY'D Plywood INSPECTIONS tCO R-400 PT. Paint 2 21.5 WELL HEAD I ^' III CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE 08 1 co PTD. Painted \\ o DOCUMENTS,CLIENT AND THE SOUTHOLD BUILDING DEPARTMENT REF. Reference IN GROUND POOL \ a FILED UNDER w I REQ. Required SITE SAFETY AND PROTECTION NOTES O 1 q � p. 0�, SEPARATE � \ �O - - GENERATOR APPLICATION w 0 REQ'S. Requirements 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY 20.6 = SA Supply Air ISSUES, MEETING ALL JURISDICTIONAL AND OSHA REQUIREMENTS. y i z m SC Signal Conduit 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE CL SIM. Similar LIMITED TO, EGRESS, SCAFFOLDING, FIRE PROTECTION, TRIP HAZARDS / 'A 1 PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION �� tiOp SPEC. Specification BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE ---- -_--- Q 21 5 \ I PLAN S.S. Stainless Steel CONSTRUCTION PROCESS. Q >W O i NORTH M OSTL. Steel BUILDING DEPARTMENT NOTES o s' STRUCT. Structural J co 41,8\` \ 00 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE SUSP. Suspended APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS,STATUTES, 1 20.0 4 WOOD FENCE 42 1 0 TH. Thick ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS OF 2/ 19• 21.1 \ 1 PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION Q T&B Top And Bottom OF THE WORK. Lu III l THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND 1/ -;r i. T.B.D. To Be Determined ARCHITECT/ENGINEER OF ANY PORTIONS OF THE WORK IN THE 0 r 20.() N N I T.O. Top Of CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. WOOD DECK T.O.F.F. Top Of Finish Floor 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION 1 STORY 1'3 ABOVE GR DE / 1 T.O.S. Top Of Slab AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: CELLAR 21 .0 21.4 21.6 10.3' TYP. Typical a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD TOWN ENTRANCE ---- --, 21.1 34.4' BUILDING DEPARTMENT. /17.9-� ENCLOSE 1 STORY FRAME i U.S. Under Side b THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE W 1-9• 48.0, F0 2 STORY WOOD DE o Ld 1! COTTAGE N PRESCRIBED TEST METHODS BY THE REGULATING AGENCIES. FRAME o FILING SET 20 FEB 2024 RES 1.3'ABOVE 1 U.C. Under Cabinet °' / >- _ #265 to GRADE 21 6'� FF 22.5 w i 1 o F N r; RIDGE 35.2 I REV# DESCRIPTION DATE Q 19.9' cn VER. Verify 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE N 20. R OFED F 22.9 15.1' 4 W i a, 2 1 RIDGE 44.7 ------- OOD FENCE 28.3' i 10.2' I FE. VERT. Vertical RATING SHALL COMPLY WITH ONE OF THE FOLLOWINGS: / 1 WOOD PORCH 15�- a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 1 ` -----20 22.51 I I ENCLO ED Q O.TE Orchard Street Barn VIF Verify In Field b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, i -, 1 21.0 I WOOD P RC STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND j ROOFED I I j 1 265 ORCHARD STREET WD. Wood MATERIALS AND ACCEPTED BY THE SOUTHOLD TOWN BUILDING /17.2 18 I WOOD POR I / I 1 W.P. Waterproof DEPARTMENT w C7 1 I I I i o I ORIENT, NY 11957 (OR) - / WELL 1 1 II 20.9 II / I w I c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE .3 - 1 O I I i I OF THE CODE. i 1 I = 37653 Sq. Feetto I I� / 1 0.8644Acres al I I TITLE SHEET AND SITE PLAN 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. > 202 % I I ir!I I rn ' I 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS 94 REQUIRED IN ACCORDANCE WITH THE BUILDING CODE. /� 21.17 2 17 36" 1 I I I / II 121.6 � -_ 1 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A 1 ATE PRIVIT HEDGE II 0. �-�` FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, AS I 21.1 - ASPH LT iRED qRc SCALE: SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION API�O LT -�-- 1 19. __� APRO � R302.9 NYS 2020 RESIDENTIAL CODE. --�- �1 _ 20.() 0 N EIS/ J, DATE: N6g'57, O CRE WALK 36" 1 i 0 �O ��� ��s NCF �0 JOB#: 2307 8.ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL 59"w � A DWG#: COMPLY WITH SECTION R302.10 OF THE NYS 2020 RESIDENTIAL CODE. 8 93, 9.THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND 15.8 ORCHARD I 135.01' 20.4 OBTAINING PERMITS FOR SCAFFOLDING,ANY OTHER CONSTRUCTION ` NT N85- 6'30"�N 1 i A '�3t.44 A001 .00 EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ENSURE SAFETY OF I 17 6 i gTREET I I SITE PLAN BASED ON 9T 03433� O� OPERATION. E I SURVEY 23-077 BY JOHN M OF 9 6 1 SITE PLAN I / ABRUZZO, PLS, DATED N PAGE: X OF X A001 Scale: 1"=20'-0" I V / APRIL 23,2023 DOB BSCAN: 1 i I ©2024 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: 4 4 201 A201 ' -1 -------------------- -- ----------- 41'-1 1/2" ----- l 41'-1 1/2" 8'-8 7/8" j 4'-103/8" i8'-1 1/2" i9'-9 1/4" i8'-11 1/2" 1 8'-8 7/9' 1 4'-10 3/8" 8'-1 1/2" 9'-9 1/4" ill. 8'-11 1/2" 1 -- ------------------------------ - ---- ----------------------- --------------------------------------------------------- -- ---------------------- --------------------------------------------------------�- --, ' - - LYNCH EISINGER DESIGN J - I - - -I" ---T-- I I --'I -- 1 - r- - 1- in , I - - 'I- , -� _ - - -- [ , , ARCHITECTS PC 13'4 7/8" U N ' DIN `� 319 Grand St., FI 2 New York NY 10013 T 212.219.6377 ---_ -1 N ' L - --- - ---- - - - I _ r I - I , I r - - -- -- - - ---- - - `I I - - _ _ __ _ ____ _ __ _ _ __r_r - ____ _ ____ _ _ _ __ _ studio@LED-NYC.com www.LED-NYC.com ' ---- -- ---- - --''.0 i _ I _ , - -- --- - , -I _ I,. _ - 8'-i 1 2" 8'-1 Q 4" 4 - ]- . 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NEW CONSTRUCTION ---- ' - I, I 1 - i l ' ___ _ ____ _ ____ _ ___� - - ---- -- -- - ---- - --� � _- ____ _ __- _ _ " - ___ _ _ _ ___ - ---- - - ---- - - -- - I �G - ---- ---- - ---- -- -- - -I - - - - -- - - -- - - - -- - ----- - ---- - - I i 6'-21/2" I - - - -- - ---- - ---- - -- - ---- - ------ - - - - i r- _i r 1 1 - -__[ ' I I I I i I 1 1 - I -_-I!=� - - - - r I, - T `l. 1 1 1 NOTE = I _L'- - ---- - ---- -- -- -- - - - - - -,- :_ i - - --- ----- - - -- - -- -- -- - ---- - - --- - -- - = -- — 1 1 - --- - ---- - = --- - - '' - ---- - - --- - -- - - -- ,-;.' -, -I '�_�-,I'' I` rI ��- ='I:- I'-�I ' IJ -! --- --- - - ---- - --- - -- - - -- -- - ---- - --CG - ---- - - - =- 1 -- -- - - -- = - -- - - - - ---- ---- - - 11 - r--- -- - - - I I 11 1 I I �I ; r EXG STORAGE II ' X STORAGE I 5' 1' " M EXG TO GE ALL DIMENSIONS SHOULD BE VERIFIED IN FIELD TO ACCOUNT r I I I I _ O - - - - - - - 'I II I I , I o I I I w ' I I 1 FOR SETTLEMENT OF EXISTING STRUCTURE N I o RM 103 I I I I I - RM 101 1 , N II I RM 201 , 1 , I ' I ' I I X H'O -'' r r I l 1 r '-,- 11 I � i '1 I I 3 1 , -,, _ _ _ , I - - ---- --_- - ===x -� -''t' - -___ - _- --__ -_ - _- - , r - - -;_ _ ___=- ==__ _- ___- - =-r-1- i RM 102 -N r', 1 _ - r r r - _ - __ _- ____ _ ____ _ --rr = A201 I II II - - 201 201 - - - I I I I I I I - - l ' I I I I I N 201 �� I --- _ --, --.I J _ I I I 1 I I 1 6 � �-1 _I--- '- _ - _ - --- -_ - I 1 I 1 I � I I I I i 1 - I I I I I - - ---- ----- - ---- -- --� I J- iI _ - - I I'- iT- - - -- - -- _- __ ___ _ _ _-,-� _ _ , 1 I I 1 I- _ L I - - Q 1 I I I I 1 1 ' 1 - L, J_ I -- - I I I i I - -I r -- - I I I I ___ __ _ _ _ ____ _ ______ _ _ __ _ __ -- -- - --�'- - - -r ___ _ ____ _ ____ _ __ I I I _ ____ __ _ __ _ _ _ ' __ __ _ __ _ __ I I I I I _ _ - ___ - ,..N _ _ _ _ ____ I I I I I I III_, L I - __ I I I I 1 ____ _ _ _ ____ __ _ _ , 1i _1' _ _ 1 r, _ ____ _ ____ _ ___ I I I I I - I I 1 ' I 1 ___ _ -_ -___ _ -_-1 1_I .._ ._ ___ _ _. _-_ ._ - _._ _ I - - - _ 1 L L C `I I- L J , r _ __ __ __ _ _ _-_ _ _ __ I I I CO - I I 1 1 I = I I I I ' _.f r - - I I I I I I i C+M - --- - -, -__ -- _ _ _I, I I I I I M - -- _ I - r - - '-�- - -ILLL4------!----- _ ____ _ _ ____ ____ _ ____ _t__ ___ 1 11 I'_ - ,- - ____ _ _ ____ _ ____ _ __- _ ____ _ _ ---_ ____ _ ____ _ ____L-44--- 1 -- - - - ---- - -�- - ---- - ---- - - ---- ---- - ---- - -- - --- I _ - l I- -- -- - I 1 -=I -- II I I -- ---- - -I-- - ---- - ---- - - ---- ---- - ---- - ---- 1 1 1 - -- -- - --'- 1 - i- ! - -1 �-- i - - I ° - - -- '1= --- -i- - - ---`- ---- -- '-- 1 2 2 1 PLAN-EXISTING GROUND FL 4 PLAN-EXISTING ATTIC A101 Scale:1/4"=V-0° A201 A1- Scale: 1/4"=1'-0" 201 41'-1 1/2" 1 1 27'-7 3/4" 1- -10 1 8'-11/2" 1 9'-91/4" 1 8'-117/8" 1 � 8'-11/2" 1 9'-91/4" 1 8'-117/8" 4 I I I I I - --------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- , I I -- 1- i —1- -1— - - - - - - --------- --------- , ' 1 I I I - - - - -l i - J I I I I I /I I I I I I I N I I I i- -J � ' -, , _� Ti �� I -I-T--,--1 T 1 - -, _',� - ` ,-- --°' '_ L-_ -`-1 -- I I I I I I I�1 N I I I 1 I' _ I _ .ICI 11 1 1 I I r I e- , I I I 1 1 --- - - -- -- 1 REMOVE PART OF '�`-, - r- - ,- ---'� - _ - I I ,r I�--,--;----r- --,--r�1 0 11 I .1 --- - -- - __ - L. -1� I- 1� 1-.-�1 N LL - ---- - - ----- - ---- I\\' I '-f O I -- I '-�------�--I-.�.I 1 I-Tla I lii I -r I I ---- - 1__ _ _ I - I !, I `j---1--L N - - L L y I ' esT:-�s +L'= --__ 2 - --- -- - rr' - ' l- -- _-- = --I - - I �- - - - - --- - -- - - - - ---- - ---- - ==rC -- - -- - --- - - ___ __--- - I -, --r, -r_ I T L - _ ____ _ - - - - ____ - / EXTERIOR - 1, - 1 I - - -- - ---- - ---- = I I I - � 8'- 0 /4" ,\, --- - ---- 1 ; I -I I-- 8'- 0 !4" I I I I 1 �. I I y I SIDINGS. SEE i - I 11 I I -- - M ELEVATIONS N - .r _ I i ---- - ---- - - -= - ' � = - L __ _ -- -- ----- _ - - 1 - - ,I-i - - - I'-T - _I - -11 1 jl Iz - - _ �' , , - -- ---- % REMOVE I , -- - s , 1 ---- - ---- - -�-� FLOORBOAF;DS�,\� �. E O ST I y `" ---- E T IR OS ' � � � I I t- �- ---- - ---- - ---- - DEMO ! , _ ____ _ ______ _ ____ _ --- - ---- ---- - ---- ! 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T . - 1 n 'i r �r - r z r- +9'-3 3/4 LOFT FLOOR T r = ---r- r T r =r L r�, 1-1 L, ' L =I z - - - — -- F T +01-1 .1 FLOOR EXISTING GRADE I 1 WEST ELEVATION -EXISTING 2 SOUTH ELEVATION-EXISTING FRONT A201 Scale:1/4"= 1'-0" A201 Scale: 1/4"= 1'-0" I T_7 ' '_ -T I i T'L L r - L1 `I T.O.f UPPER ROOF - L 1 r - t ` r r L.I ' i I -I - r T 1 I- 1 I 1 i I r , 1 I - T 1 f -L i- I - I r 1 I_ _!, I I_- _L L I r 1 S I T:�: T i Z T L I�T� - r` L- �l" I i ii i, -, : -- ' 1 -- _ L ----- -I-1_ -L�J-ILI'I LI C Ir 1 ( 11 f L-Lr iL11 I T 1 I 7 -r 1 L- -� -I: r -.I LI'� -,, lI 'r it T,1 111 CS= I7 I7-- _-1_1 T`1- ISS-1--_1- 1. �_ I, _1_�-rL ] L_1_ 1 L `IL-L 1 ( -rl_T I f �� - r I I - z+ z-1 1 L I r T 1 1T -- --- I �- - � i 11-i rTT _ �- I- 1 �I---I � I ,- - I ', - r ��I r ' If-L-- J�I -r-'rI` II� ;� il-- -r1- -1 `-_ .1Jr_- L ,fit i IL rLT- - rt T �1 --�T -� 1_IIII i11TI -i.�r 1 I S i I I�1:1`,L -11- L -[-Ll-I L rII--- 7 I rl I`L' __' I _ J - -- -1- i t f_Lj-fI_-. I 1 I_T 1 L 1 L T - ILL i_- f., 7 I� 1 - -t r Ir _I [ I L -, _ �_-1 Y -.I - _ T1 1 I 1 'F �L r r, rT I L r I 1 r - - --_- -- r' -- r I-I r I _ - II-I _-li I 1 I I I - i '1 _ _ 5' 0 ]- I-I --1 L � - _ �.I L 1 I l I 1_r _1 _ _ 7 I];--- _ T� r + 1 - 3/4" r I C,I , L_` L-,T I L 7 t if Tr i t r � T_ .= I L 1 _, I T 1 I -;rl I` _ _�i T7 O. LOWER ROOF ---- 1. I' I L..-_ T'.-f: .C' _ -�- T L-r S" LT:I�I: _I-LEI. 1,-1 i 7 I _L 1 7L , - -- ------ - -�'' i �1_ _',-r.--'--�-' ---- `-- --. -L--,i ---- r - ?._ - --1- 1-- '--I '--t L 1- I --L L--'--.i rf-':- --I;`- ILL'- t- L 1 L--�1-L - - I- - T -___ r 1 r IL T- -T L L I J - -L 7 1 i'f I L I'1 -_ 1'-.i S '`_I__ T 7 7 r r T-T Lr r- 1-- I�r, li_�S r L;--' r -T- I.-_� ]_--i_-7 1_-_ L-1 -_II :l -�_ lL_ ..rT �`T- L Lei Cr- r 11 I T JI T = - I L 1 1 r r T I - _ _ L_r 1: r _ - r - 11 -,T _- -, 1 1.T. 1- I I 1 �i-- -r, ,-. I •`-11 - --7-�7 fI r '�'r rll_�' L1L1 ''}I L -'I 1 r- r r - - - + 1 — -- -- .I 1, T I L ., T O WALL - '-- - - = 4T -- -1-- r� 1 I � T I I I C 1 l L f 1 I T.O. I� C ? - - ------- I -jr T i I r 1 - r I_1- r - �r L� rL L T rIT 1 1L, r` T i lr i 1 I T -.I 1 LL -7 - I, -I : L- 7 L- _ -=L[ 1 _ - -1-'� --- - - - -- - I li T �r L � r - r r = I r LOFT FLOOR 1 `, r r' 1:_ 1 T. L j - - -- --- - L= `r - r r -T PLAN NORTH _-------_----- ___ ___ ___ ___ ___ ___ _ ___ ___ __ ___ ___ ___ ___ GROUND FLOOR +� EXISTING GRADE 3 EAST ELEVATION -EXISTING 4 NORTH ELEVATION-EXISTING REAR A201 Scale: 1/4"= 1'-0" A201 Scale: 1/4"= 1'-0" FILING SET 20 FEB 2024 REV# DESCRIPTION DATE Orchard Street Barn 265 ORCHARD STREET ORIENT, NY 11957 EXISTING ELEVATIONS RED qRc SCALE: DATE: 0�5 SON LEIS/NG ,f� JOB#: 2307 c�`,p C� DWG#: - Air, A201 .00 034 33 13 40 F 0 F N E`N PAGE: X OF X DOB BSCAN: 0 2024 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: LYNCH EISINGER DESIGN ARCHITECTS PC 319 Grand St., Ft 2 New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION L -I -I +20, 6„ i T _ I DTI I, T.O. UP PER ROOF' I r] T T I- 1 L I- I I I- 1 7 r' i 1 J 1 I l T J 1 f I, i JT 1 I ,III 1'I I _ ', I-�-`. I- � `_� L I-i, I, I I -I1��i -_ '', rI 1 --I. _ -II _f I I- _, _ i !. I 1 1 1 C 7 T I 1 J I S[ I 001 L 'Y I: I'I it , -1 I 1 L L-='--,r�- �I I--1-I-T r •-I� 1 7' '__'_r 1-L L + 15'-0 3/4" r ' - L�-i-_.-- _'i 1.L---_I 'li :, I� rT-- ,I-i 1 ��1-= .�L ', L- -.� '- -- ` -�- L_ T Ir ' T'r O. LOWER ROOF _ ? iI_. lip-L- 1L --�- �_ l 1 I 1I 1 L, -TT T L IZr-_LI_I-_Lf T i - 1 E, � I I I - r n -C I I [ _L 1 1 - t- 1 -C - 201 rl 11_L 1' Ir - 1 1 201 D t I L t 1 � T I I FH I _T T I y : 103 B 002 - I r I rT -17 J_-1 001 � I I _ +9r-3 3/411 I r I I 7 1 ATTIC TTIC FLOOR ,'-Ir-Irk ,I�..L- 1 ,1--�i- L_-T_II-T I EDI 001 001 001 001 103 A j 101 102 003 1 3 003 __ "0' 10 GROUND FLOOR +0'-0" 06 EXISTING GRADE 1 WEST ELEVATION- PROPOSED 2 SOUTH ELEVATION-PROPOSED FRONT A202 Scale: 1l4"=T-0" A202 Scale: 1/4"= 1'-0" I OL - - -:-- +20-6" I f T1 I 1 r -1 T L I- T_ j 1-1 z 7 L T.O. UPPER ROOF Tl --'rl L try IL rI_, Ilr - t --'r_I_ I_' - -----I-- L--i• - J I -L LT I i LL T- I' 1 I 1T 11 �_f T ' ` 1 I 11 I T 1- f - I I --I I _ _i i L, 1 1, I 1 -,1 L - _� r -IT 1- -1 - -r : - _ ] i 1 �� ;-' 1 -�_ ,I r-- _ T I' 1 r 1 T Z T ] L- i I -I _1 - - T • LI I• T L ,l �L � �. l C -'��_ -'I.1. � _11 1-I,_� L`r �,� =-�'1 T -- 1 j,I -- `!- ' I i`, 1 1 1-� -- - 201 'rL,� - Ti_ I,_ 1 I err r_I � -' ' I ' Ir� �'�-- frl �'� L �,r --r- r T.O. LOWER ROOF _ I._ _ _ _i,,' -?'- '-I-,L f 11 _ iI II I�' .t _ L r I- --` - I ' --I I- -- '_ t. : --` --'. i--=-- II- - -'--- - -1- - _ ,'; - -- I - I _ -_ ! i1 ._I__� I -_ ,I r __ T 1 ICI, r -,I' 111II`__ L , 1 I -,''-I L C"--T' LLi -I-I -1_i-i I IJ-, ;I-1 L1-I L- - Irl'] -] -1 i 1_I i -II.,, ��+ 13'-31/2" I I I r 1J L � f ] L _ 1 L I f. T O.WALL r 001 I i� -_ 002 --- r I r Lj F - - 0 1 r I I I `= r I -- +9' 3 3/4" I t r` L 7I Ir LI L' r''T T` ATTIC FLOOR �,' L� 1 PLAN L -;1- , NORTH O 01 0 1 1 2 , 101 B 003 003 -f -- - - -- - - +0'-10" GROUND FLOOR �+0'-0" EXISTING ISTING GRADE 3 EAST ELEVATION-PROPOSED 4 NORTH ELEVATION-PROPOSED REAR A202 Scale: 1/4"=1'-0" A202 Scale: 1/4"= 1'-0" FILING SET 20 FEB 2024 REV# DESCRIPTION DATE MATERIAL LEGEND WINDOW SCHEDULE DOOR SCHEDULE Orchard Street Barn 001 NEW 1X9 CEDAR OR LARCH VERTICAL T&G SIDING, UNPAINTED (TRIM TO MATCH) WINDOW# WIDTH HEIGHT DESCRIPTION DOOR# WIDTH HEIGHT DESCRIPTION 265 ORCHARD STREET 002 NEW RED CEDAR R&R#2 SHINGLES, 5"EXPOSURE 101 A 9'-0" T-2" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING 101 9'-6" 11'-9" CUSTOM WOOD SLIDING BARN DOOR TO MATCH EXG ORIENT, NY 11957 003 NEW SOLID GRANITE STEPS,WARM FINISH 101 B 19'-0 1/2" 7'-2" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING 102 2'-10" 7'-0" CUSTOM WOOD HINGED DOOR TO MATCH EXTERIOR SIDINGS 102 PROPOSED ELEVATIONS V-11 1/8" 2'-3 1/4" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING 103 8'-8" T-3" CUSTOM WOOD HINGED BARN DOOR TO MATCH EXG (2 LEAVES) TO MATCH EXG WINDOW IN EXG WINDOW OPENING 103 A 1'-10 1/8" 2'-3 1/4" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING TO MATCH EXG WINDOW IN EXG WINDOW OPENING 103 B V-7 1/2" V-1 1/2" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING �RED ARc SCALE: G' /f� TO MATCH EXG WINDOW IN EXG WINDOW OPENING ��\ O AEIS/I DATE: JOB#: 2307 201 A 6-0" T-0" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING �1 DWG#: TO MATCH EXG WINDOW IN EXG WINDOW OPENING N �_vfTb, - • 201 B 1'-7 1/2" 1'-1 1/2" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING A202.00 �` TO MATCH EXG WINDOW IN EXG WINDOW OPENING 9T�O03 3���O� N PAGE: X OF X 201 C V-6 1/2" V-2 1/2" CUSTOM WOOD FRAME WINDOW WITH CLEAR GLAZING TO MATCH EXG WINDOW IN EXG WINDOW OPENING DOB BSCAN: 0 2024 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved ARCHITECT: I j I LYNCH EISINGER DESIGN ARCHITECTS PC 319 Grand St., FI 2 New York, NY 10013 T 212.219.6377 studio@LED-NYC.com www.LED-NYC.com EXG WD RAFTERS NEW WOOD SHINGLES LEGEND NEW 2" RIGID FOAM INSULATION EXISTING CONSTRUCTION i \ NEW CONSTRUCTION j EXG SHEATING I EXG FINISH CEILING ' x j a, 2 r \ 301 -T \ I ' j 102 j NEW WOOD VERTICAL SIDING BOARDS __: ___ FINISH WD FLOORING =1=; NEW 2" RIGID FOAM � dill _ �' - i — - - - I ------------ -- INSULATION - - — EXG WOOD FLOOR FRAMING— li' = -111 � I_r_ •:,�- ,• EXG WOOD FRAMING �.r 1 SECTION A301 Scale: 1/4"=V-0" II , i • i I t NEW WOOD VERTICAL SIDING BOARDS it 1' NEW 2" RIGID FOAM INSULATION -- EXG SIDING BOARDS II EXG WOOD FRAMING , _ ANCHOR BOLT I jai FINISH WD FLOORING 3/4 TH. PLYWOOD ,: SUBFLOORING PLAN # NORTH BATT INSULATION WATERPROOFINGit O MEMBRANE ON CONCRETE FOUNDATION FOOTING :4 } I II_ Ui ' CAPILARY BREAK OVER L, FOOTING GRAVEL ON COMPACTED SOIL FILING SET 20 FEB 2024 REINFORCED _ CONCRETE FOOTING REV# DESCRIPTION DATE - TTT I Orchard Street Barn r - I _ 265 ORCHARD STREET ORIENT, NY 11957 I --I =_ I _ �` °- SECTIONS !i � o° � o°° o° �30 0°°° '•'� °o °oP °o o ° °o °os�li1=r-1 � � Il it -- -- - I! SCALE: -_ c - - --- ED A R /� DATE: - c _ �5 EIS/ ti JOB#: 2307 MT Iih WG ` 1- it--- w - ;' I _III * � � , � • - A301 .00 PAGE:F XO F X DOB BSCXN"—'� 2 SECTION DETAIL-WALL A301 Scale: 1 1/2"=V-0" 0 2024 LYNCH EISINGER DESIGN ARCHITECTS PC-All Rights Reserved