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HomeMy WebLinkAbout1000-40.-1-18 OFFICE LOCATION: ��®F S® �® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 ' 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® 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: December 1'6, 2025 Re: LWRP Coastal Consistency Review PETER STEIN & ALLISON KRONICK STEIN, SCTM# 1000-40.-1-18 This application is to demolish and remove the existing dwelling, foundation, wood decks, wood fence, low stone wall, and stone path; construct a new 3,135 sq. ft. two- story dwelling that includes a 16.2'x10.10' covered porch, a 21'x4.6' northwest covered porch; a 5.5'x8.3' front deck, 5.1'x9.2' front entrance steps, 51.8'x10.1' at grade patio, 38'x2' wood steps, 15.5'x4.5' and 12.4'x4.4' second story balconies; install a new permeable gravel driveway; install a new I/A sanitary system landward of dwelling; any excavated fill to be graded out on the landward side of the property; existing 15' wide non-turf buffer; and to remove three (3) trees and replace with three (3) native hardwood trees. 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 plan includes property improvements that are inconsistent with the requirements of Chapter §268 Waterfront Consistency Review based on re-building of a residence less than 100' from the wetland boundary. However, the portion of the proposed work that includes installation of a new I/A system to treat septic is consistent with §268 Waterfront Consistency Review: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharge that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. Modifying existing sewage treatment facilities to provide improved nitrogen removal capacity. 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. 2 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM SEP 15 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 1. 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, listintz both supporting and non- supporting 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# 1000 -40-1 _18 PROJECT NAME Stein Residence The Application has been submitted-to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ✓❑ l. 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: Fx Nature and extent of action: ko O n� 'OzQC(E 1- I V1t V—X�W N� L_001_(0tJ e Location of action: '3U f hf • /c-6 (rk= Site acreage: 1.333 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:\,t � �5-�Q �S ^ �4 �-�� (b) Mailing address: eG mI F-tJr �� l ��S9: (c) Telephone number: -2,L2 ,- .5 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 1:1 No Not Applicable r tt t TJkAN3 :�C bF �xQ?C,NJ 0nU2 �t^riL-P e- YM--4-1A r� mf ra f'CA 12CE ---X)L.1 2 v- c W kk a= LAL ^tj i Lt_ t- Attach additional sheets if necessary th,) PAC- Ve,4 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 ❑ es WJ Y No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWMP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No R 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 S through 16 for evaluation criteria N Yes ❑ No ❑ 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 ❑Not Applicable J c �r C✓ Em Attaci additional sheets 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. R 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 Z 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 L4 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 E�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 Q 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 ❑I No® Not Applicable PREPARED BY JI TLE N DATE �1C ZOOS. Psvrsgns tz.mse OB 69B 162BOS 7 - _ _ xL7 xl�+ � o i� �� � �,t a '9 a f .., a,a,y ,b, ,, g•3. aDs°a0 B? 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Og0 �w z L Z SEE SEC No f / V � DaSmms.f I` I,IA(,) w ": .aam„ TOWN OF SOUTHOLD �a ,A7__ _ s 6,O __ °1�� VILLAGE OF GREENPORT MATCH LIN ti0�S r�xow« "� I.NTCHms LINE 1•A �dm Y,>yf1 MATCH __ -1 $ xMf eLINE nSEE SEC.NO.OaO ip1T Y�,.R sEE SEC.NO.11d0 L ..—+s,+.r ...�I..,- •^ �+ ------ w�•�� —°°,-- a-r^`.al.- --^-- • NOTICE avF'x COUNTY OF SUFFOLK •OF (21J ,u.vx. --.-- ue,.. -- -- °• '� Oyp © E 00.] SOUTMOLO SECTION NO c �• w w. ., axaxca.«+ +rox�L�R Real Property Tax Service Agency y E SmWxroxlx•wrwxfirn,z,r¢ Ccun,YRBM,WrvHwad,NY1190, 040 N r�o,.. ^-` o..— .. r,.. —_ wr M O.s.x.. v e.. ,xxN+w a �- —__ oNa,., --.-- .x.r.www--wv-- ,.w, x 4�-xtii P tx�cf xo 7000 txx,Hel ----- PROPERTY MAP SNOWooN Ref: Stein Residence March 111n, 20Z4 5 V Client: Peter&Allison Stein Project Address: 63417 N. Rd (CR-48), Greenport, NY 11944 Owner's Agent: David Snowdon-Jones Tel: 212 518 1818 Email:.DSJ@snowdon.us Subject: Proposed renovation—site images Thomas Hobson—Administrative Assistant Town of Southold— Board of Trustees 631-765-1892 thomash@southoldtownny.gov Location: 54375 Main Road, Southold, NY 11971 Dear Trustees Please find below some images of the current home. Manythanks David Snowdon-Jones Ai-ChiteC[Ur al crud/oterior Design - Snowdon Ltd O 2024 85 WilloWStreet, PO BOX 71, Orient, NY11957 All t, r ¢ a - wtit .gyp�. ,�i ♦. _..�.. .. _. t r _ R ■ IIIiM r SOUTH FACING s i NORTH FACING Yf \ ! �t ry 4., t S i .�.IL. -- . -'-tee,. •- ' L NORTH FACING r � s VIEW FROM • SOUTH v, 17 r VIEW FROM HOUSE FACING NORTH Snowdon Lid ��2024 85 Willow5treet PO BOX 71, Orient, NY11957 m - �}� y ��, fit,,. .�" � �� •�� �._°, Y _. � ,V �A,.• '+.,,� mow. EXISTING GARAGE NEXT TO POOL IN FRONT YARD - . F a VIEW OF GARAGE, POOL BEHIND, FROM SOUTH � T _ j �.. • •� �� �."—ti'c.-''�ti It w!�:z>AS �~x��,+.lrC'�; �r4 tZ'� WEST SIDE OF THE HOUSE 5 jr sz EAST SIDE OF THE HOUSE Snowdon Ltd O 2024 85 Willow Street, PO BOX 71, Orient, NV 11957 Sr�"iCj'vvDrN _ . ..__._..___._._...._...................._.......... �_..��..___...___...._..__. �• t t Y j [ A r� 6f'R VIEW OF THE SIDE YARD, EAST OF THE HOME FROM 2ND FLOOR - Snowdon Ltd O 2024 85 Willow Street, PO BOX 71, Orient, NY11957 i REVISION: 6/16/2025 Building Department NoD Version ZBA2 i I Consulting Architect/Designer STEIN RESIDENCE SNOWDON II LTD 85 Willow Street#71 Orient, NY 11957 Monday, June 16, 20255 DAVID SNOWDON-JONES _- LAYOUT PAGE TABLE (T)212 518 1818 PAGE TITLE COMMENTS (E)dsj@snowdon.us T-1 COVER SHEET G-1 GENERAL NOTES ENGINEER G-2 GENERAL NOTES Nick Mazzaferro P. E. EY A 2 SITE PLAN PO Box 57, Greenport, NY 11944 - A-3 SITE PLAN TRUSTEES (T)516 457 5596 _ y A-1.1 EXISTING FLOOR PLANS (E) nickmazzaferro@verizon.net 3' v A-1.2 EXISTING EXTERIOR ELEVATION VIEWS A-1.3 EXISTING EXTERIOR ELEVATION VIEWS --� -Y- A-1.4 EXISTING GARAGE ' A-1.5 FLOOR PLANS PROPOSED A-1.6 FLOOR PLANS PROPOSED L I A-1.7 FLOOR PLANS PROPOSED A-1 8 FLOOR PLANS PROPOSED alF I ,. Ft- •' A-1.9 ROOF PLAN PROPOSED A-1.10 ROOF FRAMING PLAN A-1.11 FLOOR FRAMING PLAN Ii1 ,t A-1.12 FLOOR FRAMING PLAN z ., �)t ; A-1.13 FLOOR FRAMING PLAN Address fi. ., 1 �i �' A-1.14 WINDOWS & DOORS SCHEDULES 17 A-1.15 PROPOSED EXTERIOR ELEVATION VIEWS STEIN RESIDENCE A-1.16 PROPOSED EXTERIOR ELEVATION VIEWS Peter&Allison A-1.17 PROPOSED SKY PLANE ELEVATION 63417 County Rd, Greenport, NY A-1.18 PROPOSED SECTION VIEWS 11944 j A-1.19 PROPOSED SECTION VIEWS Description HOME REMODEL Department of Buildings- Denial Request-08/13/2024 REVISION 1 -6/16/2025 GATE: 6/16/2025 -- PROJECT NO: DRAWING BY:VA CHECKED BY:DSJ 2025 SCALE: AS NOTED t PAGE: T-1 - Cover Sheet DOB APPROVAL:STAMP Scale=NIL I CONSTRUCTION NOTES WIND FRAMING NOTES I REVISION: 6/16(2025 1.THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES-2020 AS LISTED BELOW I ROOF SHEATH ING REQUIREMENTS FOR WIND LOADS p BuildingDepartment NoD Version ZBA2 INTENTAND FRAMING DETAILS.THEYARE INTENDEDAS A CONSTRUCTION AID,NOT ASA SUBSTITUTE FOR I G AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1.RIDGE-TO-RAFTER ASSEMBLY: SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACIN ! BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4'X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4.WHEN A SUPPORTS IN THE PANEL FIELD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED,STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE 4'PERIMETER EDGE 8d COMMON @ 6"O.C. Bd COMMON @ 6"O.C. ) SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. ZONE INTERIOR ZONE I Bd COMMON 6"O.C. 8d COMMON 12"O.C. 12.ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. GABLE ENDWALL RAKE 3.THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2.RAFTER-TO-WALL ASSEMBLY: AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE SHALL BE IN ---------- .. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW,RAFTERS OR -- ---- -- `` SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALLTOP PLATE AND THE WALL TOP PLATE SHALL BEATTACHED TO THE WALL SHEATHING LOCATION NAIL SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS AT PANEL EDGES NAIL SPACING AT INTERMEDIATE I\1 V V v D D 1\\II 4.DIMENSIONS SHALLTAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) STUD WITH UPLIFT CONNECTIONS.ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH SUPPORTS IN THE PANEL FIELD 5.THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT. RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR 4'EDGE ZONE 18d COMMON 6"O.C. 8d COMMON 12"O.C. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY 3.WALL-TO-WALL ASSEMBLY: INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR A CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. Consulting Architect/Desi SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BEATTACHED WITH UPLIFT CONNECTIONS IN PLAN CONTENTS g g ner 6.REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW,THE STUDS OCCUPANCY CLASSIFICATION PRIVATE HOME-RESIDENCE S N OW DO N I I LTD 7.THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANT LOAD 8 PEOPLE EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. BUILDING HEIGHT +/-33'ABOVE AVERAGE GRADE 8.THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS DESIGN CRITERIA 2020 NYS BUILDING CODE/2017 NEC 85 Willow Street#71 BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. 4.WALL ASSEMBLYTO FOUNDATION: CONSTRUCTION TYPE I TYPE V PER SECTION S602 OF THE IBC 9.WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE WITH UPLIFT EXT.BALCONIES 60 Orient, NY 11957 CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND DECKS 40 SLAB-ON-GRADE, MASONRY BLOCK FOUNDATIONS,OR LAPPED UNDER THE PLATE AND NAILED IN ATTICS W/O STORAGE 10 DAVID SNOWDON-JONES FOUNDATION NOTES ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE DESIGN LOAD CALCULATIONS ATTICS W/O STORAGE 20 1.THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN (LIVE LOADS PSF) ROOF(GROUND SNOW LOAD) PER NYS CODE (T)212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES ROOMS(OTHER THAN SLEEPING) 40 2.ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. ROOMS(SLEEPING) 30 (E)dsj@snowdon.us - 3.PROVIDE'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR STAIRS 40 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5.TYPE I EXTERIOR SHEARWALL CONNECTIONS: GUARDRAILSANY DIRECTION) 00 4.ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED IENGINEER WITH#S RE BAR,18"LONG AT 12°O.G.USE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6"O.C.ATHE PANEL EDGES AND 12 O.C.IN THE FIELD,AND%INCH GYPSUM WALLBOARD ON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 5.UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4- THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7"O.C.PANEL EDGES AND 10'O.C.IN THE FIELD SHALL BE IN FOUNDAIIQN) DETAIL PAGE AND GFNFRAI NOTES - THICK SAND OR GRAVEL FILL WITH 6N6 WIRE MESH REINFORCING,INTERIOR SLABS TO BE MINIMUM 4- ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. Nick MaZZaferro P. E. THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 6.CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18 X24'ACCESS OPENING.INSTALL ONE 8x16 CAST IRON 6.TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72AND NYS R314 PO Box 57, Greenport, NY 11944 FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE APPROPRIATE LENGTH SMOKE&CO2 DETECTORS IRC.CARBON MONOXIDE ALARMS TO COMPLY WITH R31 7.DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. 5 IRC. (T)51 G 457 5596 CONSTRUCTION CODE.A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLING. 7.INTERIOR SHEARWALL CONNECTIONS: _ - - (E)nlckmazzaferro@Verizon.net 8.DRAINAGE AS REQUIRED BY CURRENT N.V.S.CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED WHEN INTERIOR _ SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 NAILING SCHEDULE RESPECTIVELY. --- FRAMING NOTES ROOF FRAMING: PER 2020 NYS BUILDING CODE WALL FRAMING: PER 2020 NYS BUILDING CODE 1.ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: i FLOOR FRAMING: PER 2020 NYS BUILDING CODE 1 ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH ROOF SHEATHING: PER 2020 NYS BUILDNG CODE / I 2.UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE N2+BTR.DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH TABLE 3.5. CEILING SHEATHING: PER 2020 NYS BUILDING CODE ) I FIR. WALL SHEATHING: PER 2020 NYS BUILDING CODE "- -�--- ---- 3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16'Q.C.UNLESS OTHER WISE NOTED. 9.CATHEDRAL CEILING ASSEMBLY: FLOOR SHEATHING: PER 2020 NYS BUILDING CODE 4.UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2:10 82+BTR.DOUG.FIR.BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN -- --- - ---- \ LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING.CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE CLIMATIC 8 GEOGRAPHIC DESIGN -RIT RIA \ BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. GROUND SNOW LOAD 30 PSF _L. BETWEEN 4-1"AND 6-0"AND 2X6 WALL OPENINGS BETWEEN 5411"AND 84".PROVIDE FIRE STOP AND WIND SPEED(MPH) 130 BLOCKING WHERE APPLICABLE. FIREBLOCKING NOTES SEISMIC DESIGN CATEGORY B 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERSAND ANCHORS WEATHERING SEVERE WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED-BY CURRENT NYS CODE 2020 FROST LINE DEPTH 3 FT. 6.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICALAND HORIZONTAL) TERMITE MODERATE TO HEAVY BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN ATOP STORYAND THE ROOF SPACE. DECAY SLIGHT TO MODERATE UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION 1 THE FOLLOWING LOCATIONS: WINTER DESIGN TEMP. 11° ,1..1 7.PROVIDE(2)1-3/4-THICK MICROLAMS(HEIGHT TO MATCH FLOOR OISTS)AROUND STAIRWELL AND/OR 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEVELS,CONCEALED HORIZONTAL FURRED SPACES SHALLALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FLOOD HAZARDS YES - 8.DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET.BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS - --' - - - . 'STEIN RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. - ---- ----- --- --- - -- - ' 9.PROVIDE BLOCKINGIBRIDGING IN FLOOR JOISTS AT 8'-0'O.C..USE SOLID BLOCKING IN FLOOR JOISTS 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL SPACES SUCH AS OCCUR AT ABBREVIATIONS Peter&Allison UNDER ALL BEARING WALLS SOFFITS,DROP CEILINGS AND COVE CEILINGS ADJ. ADJACENT MIN. MINIMUM 10.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES ALUM. ALUMINUM MR. MOISTURE RESISTANT' 63417 County Rd, Greenport, NY NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. APPD. APPROVED MW. MILL WORK 11.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM}'THICK,4 PLY AR COX 4.AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE BRD.A. BOARD NIC. NOT IN CONTRACT 11944 EXTERIOR SHEATHING GRADE PLYWOOD,PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. BRK. BRICK OC. ON CENTER 12.UNLESS OTHERWISE NOTED USE'THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED COG COOTOM os OU PLATE PLUMBING NOTES ' WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED OVER CL CENTER LINE OPG. OPENING SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. Description 13.ALL BATHROOM WALLS TO HAVE X THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1.ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER NYS.CONSTRUCTION CODE-2020. COL. COLUMN PLUMB. PLUMBING CEILINGS AND OVER FURNACE TO HAVE'THICK TYPE X SHEETROCK.ALL OTHER PARTS OF BUILDING TO 2.IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, CONC. CONCRETE PLYWD. PLYWOOD - HOME REMODEL HAVE REGULAR f SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CONT. CONTINUOUS PT. PRESSURE TREATED 14.ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. CT CERAMIC TILE PNT. PAINTED APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE TORCH DOWN TYPE MATERIAL OVER. DIA. DIAMETER RPC. REFLECTED CEILING PLAN Department of Buildings- 15.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES TO BE HVAC NOTES DR. DOOR REQ. REQUIRED Denial Request-08/13/2024 INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1.MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY DWG. DRAWING RM. ROOM REQUIREMENTS. EA. EACH R.O. ROUGH OPENING REVISION 1-6/16/2025 2.HVAC UBCONTRACTORISTOFULLYCOORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE EQUIPMENT ELEV. ELE ELECTRICAL SPEC. SPEILAR ELECTRICAL NOTES 1.ALL ELECTRICALTO BE INSTALLED AS PER N.YS,CONSTRUCTION CODE 3.HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL EQ. EQUAL STL. STEEL 2,ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXIST. EXISTING T&G TONGUE AND GROOVE 3 ALL ELECTRICAL WORK TO COMPLY WITH 2OA7 NEC. EXT. EXTERIOR TEL TELEPHONE 4.INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER THE IBC&NYS OTHER NOTES F.R. FRENCH CE TO.D TOP O TO BE DETERMINED' CODE. 1.PROVIDE&'TYPE-X SHEETROCK FIRE STOPPING AT 10-0'MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. GALV. GALVANIZED TYP. TYPICAL 2.USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPLE PROTECTIVE COATING FOR CONTACT WITH ACO. GWB GYPSUM WALL BOARD LINO UNLESS NOTED OTHERWISE ENERGY NOTES 3.INSTALL I-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC HEATING,VENTING& VIF VERIFY IN FIELD GATE: fi/1fi 2025 1.THIS DESIGN COMPLIES WITH THE 2020 IBC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES INCLUDING AIR CONDITIONING W/ WITH PROJECT NO: 2.THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IBC. STORAGE AND TOILET FACILITIES,PROTECTION OF EXISTING WORK TO REMAIN,ACCESS TO WORK AREA,HOURS OF INSUL INSULATION WD. WOOD DRAWING BY:VA 3.PRESCRIPTIVE DESIGN-APPLIED AS PER CURRENT ENERGY CODE.THE FOLLOWING ELEMENTS ARE PERMITTED WORK,AVAILABILITY OF WATER AND ELECTRIC POWER AND ALL OTHER CONDITIONS AND RESTRICTIONS INT. INTERIOR WP WATER PROOF _.. CHECKED BY:DSJ INCLUDED-ROOF/WALLSIFLOORS/BASEMENT/FOUNDATION+VENTILATION. FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE THE WORK IN A CAREFULAND ORDERLY MANNER WITH THE IS IN SWING XPS rEXTRUDEDJPOLY',SMFFT g, F~:; -, SCALE: AS NOTED LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. LBS POUNDS ° - i _ '�" 5.THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES TEMPORARILY MAX. MAXIMUM MO. MASONRY OPENING SOIL NOTES DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. 1.NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 6.IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. DRAWINGS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER OR THE ENGINEER IMMEDIATELY, 2.COMPACTION OF NEW FILL SHALL BEAT LEAST 35%PROCTOR DENSITY(PER ASIM D 699 AND ASTM D 1567) SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND 4 i COMPACTTHE 50&AT 12"LETS(TYPICAL),CONTRACTOR TO HAVE FILL TESTED BYA PROFESSIONAL LIABILITY ARISING THEREFROM. `Lt AUG 1 2025 AGENCY FOR COMPACTION. 7.ALL WINDOWS:U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE 1 PAGE: - L Soutllod lTown ) G-1 General Notes Nil Board Of T;JStecS DOB APPROVAL:STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 _ - - ne i „z a I 4e r -00 .0 .M_ N,I S N O" V U..J I Consulting Arch itect/Des ig ner SNOWDON 11 LTD d - Basement Diagram First Floor Diagram Gas Riser. Gas Riser 85 Willow Street#71 - 3/8 in = 1 ft 3/8 in = 1 ft '3/8 in = 1 ft, 3/8 in = 1 ft Orient, NY 11957 DAVID SNOWDON-JONES T (T)212 518 1818 (E)dsj@snowdon.us F ENGINEER 16 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 i (E) nickmazzaferro@verizon.net =7� Laundry --Second Floor Diagram 3/8 in 1 ft 3/8 in 1 ft MOD BOOR ILAETE ROOFMEMBRANE 7DI—NOWN.FUPWRI—E— ­7 L­X TH I TI I—ER OR IA =� 1 _1___Olm PLUMBING WORK GENERAL NOTES Address N IN, BY 1-.11 DIMENSIONS AND 1:...ITICIINS SHOWN ON THE DRAWINGS.1 FIELD PE AND V� MEASUREMENT T THE PROJECT SITE:THE CONTRACTOR SHALL BECOME FAMILIAR WIT11 THE PROJECT SITE THE WORK AND THE CONTRACT DRAWINGS OF EACH TRADE.ADJUST THE WORK TO SUIT THE IATA­ GROUT STEIN RESIDENCE CONDITIONS FOUND AS DIRECTED By THE ARcHmici AT THE siTF- P. 2.PAY ALL FEES.OBTAIN PERMITS AND CERTIFICATES FOR THE WOW IN THIS CONTRACT.FILE Peter&Allison AMENDMENTS FOR CONTROLLED INSPECTION REPORTS IN ACCORDANCE WITH THE BUILDING CODE. (2)Top Plate (2)Top Plate 3.TEMPORARY WORK AS NECESSARY AND REQUIRED BY THE GENERAL CONTRACTOR SHALL BE PART OF 63417 County Rd, Greenport, NY,', .-\ THE CONTRACT. 2x4;,,'� 2x4 and 2x6 Lumber 2A and 2x6 ,�d 2x6 Lurn�eI 2x4 and M 11944 Studs @ 16 OC S4d§,@ 16 OC 4.INCLUDE OVERTIME COSTS IN ME ID PROPOSAL TO PERFORM WORK WHICH WOULD INTERFERE Kith &Bth wt r WITH OTHER TRADES.PERFORM SUCH WOW AT No ADDITIONAL COST TO THE OWNER. 3 Kitchen aroom aeproof Floor Detail S.SCHEDULE TIHE WORK IN THIS CONTRACT TO CDORDINATEINITH THE OTHER TRADES: ORTIMELY Fire retardant wood Provideljorizonfal COMPLETION;TO AVOID UNNECESSARY CUTTINGAND PATCHING.NOTIFY TIHEARCHITECT OFANY Description blocking as required Bracing as required CONFLICTS UNCOVERED,FOR RESOLUTION By THE ARCHITECT. 6.REFER TO ARCHITECTECTURAL DRAWINGS FOR TEH EXACT LOCATION OF EOLIIPMENT AND CHASES. (1)Layer 5/8"Type INSTALL THE WORK TO MAINTAIN CEILING HEIGHTS SHOWN ON THE ARCHITECTURAL DRAWINGS. X HOME REMODEL (1)Lay EA.SIDE er 518"Type XGBA EA.SIDE 7.MAKE PENETRATION OF CEILINGS.WALLS AND FLOORS CLEANLY AND CAREFULLY.WITH 118'MAXIMUM CORNER BEAD—) 2- r GBA CLEARANCE ARO NO PIPE.TIGHTLY PACK SPACE BETWEEN PIPE AND OPENINGS WITH AN APPROVED ------- NON—HARDENING MASTIC. Department of Buildings N Not Note: B.PROVIDE ANY APPARATUS.APPLIANCE MATERIAL WORK.INCIDENTAL ACCESSORY,OR MINOR DETAIL. MEFAL STUDS(TYP.)-- IP DenialRequest-08/1312024 e: MAKE THE fide 5/8" Provide 5/8" Fire retardant wood WORK EVEN IF NOT SHOWN OR NOT PARTICULARLY SPECIFIED.WHICH IS NECESSARY TO REA Y FOR OPERATION AND COMPLETE AND PERFECT IN EVERY RESPECT.ATNOADDITIONALCOSTTO REVISION 1 Pro Cementitious backer blocking as required 7 'v h�Cementitious,,b#cker -6/16/2025 THE OWNER. 5/8"PTD_GWB(SEE board&vapor,l�jr'der board&vapor barrier 9.PROTECT THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER.My WOW WHICHIS DAMAGED,LOST RNISHES)__. 4 ITL in lieu qf,nutter layer, in lieu of outter layer OR STOLEN PRIOR TO FINAL ACCEPTANCE SHALL BE REPLACED AT NO ADD IONA COST TO THE OMER- of 6Wb.k-shower,-,', of GWB.at shower 10.IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE AUG 2025 walIS""T'yP._'%" 1b walls,TYP. DISTURBED AS A RESULT OF TENANT ALTERATION WORK THE CORPORATION REQUIRES THAT SUCH BRANCH PLUMBING PIPING BE REMOVED AND REPLACED.AT TENANTS EXPENSE,WITH NEW PIPING FROM THE FIXTURES TO THE BUILDING RISERS AND STACKS.IN ALL SUCH INSTANCES.THE CORPORATION REQUIRES THE INSTALLATION OF NEW RISER SHUTOFF VALVES INACCESSIBLE LOCATIONS AGREEABLE TO Engineered', Bottom Plate Engineered Bottom Plate THEBUILDING MANAGEMENT.NEW AND REPLACEMENT BRANCH PLUMBING 2x4 and 2x6 SHALL BE COPPER TUBING.ALL WATER LINES MUST BE INSULATED.AND CODE"PROVED MATERIALS 11. USED FOR SOIL,WASTE,AND VENT LINES. DETAIL ­—Boarr"Of TMS"' DATE: 611612025 7NO WORK SHALL BE DONE By TENANT THAT AFFECTS STEAM LINES UNLESS AND UNTIL TENANT HAS 0 PLAN ER. PARTITICI.TYPE' PROJECT NO: SPECIFICALLY REQUESTED THE RIGHT T DO SUCH WORK AND HAS RECEIVED WRITTEN AUTHORIZATION FROM THE BOARD OF DIRECTORS OF THE CORPORATION TO DO SO. DRAWING BY:VA Wood FloI3nn_g- 2:X4 and 2x6 Wood Flooring U 12.ALL PLUMBING REPLACEMENTS AND/OR INSTALLATIONS SHALL BE INSPECTED BY THE CORPORATION CHECKED BY:DSj OR ITS DESIGNATED REPRESENTATIVE PRIOR To BEING ENCLOSED. SCALE: AS NOTED 13.PLUMBING AND ELECTRICAL WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REINFORCING TAPE& REQUIRED PERMITS AND CERTIFICATIONS OBTAINED. COMPOUND-­­ 31 _',. 14.WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED.NEW METAL STUDS(TYP.) _!H_R_R_ATEID_LyPK_AL lNTER1_0E_a&R_Tl7T_1QN H RATED PLUMBINGINTERIORPARTITION- BRANCH PLUMBING LINES ARE TO BE INSTALLED BACK TO THE BUILDING RISERS AND STACKS.NEW SHUT 7/8 in=I ft 718 in 1 ft OFF VALVES AS REQUIRED TO BE INSTALLED 5/8,FTB.LIVE (SEE 15,NO WATER OR GAS PIPING SHALL BE INSTALLED WITHIN THE FLOOR PAGE 2' General Notes INTERSECTION 006 APPROVAL:STAMP Nil ECTI.N SAME PART TYPE REVISION: 6/16/2025 Building Department NoD Version ZBA2 toi BEARINGS SHOWN HEREON ARE SYMBOL LEGEND BASED ON USER 12648.PAGE 03 37 z An mz- A LNIT 0 = Consulting Architect/Designer SNOWDON 11 LTD Uj C014 u 85 Willow Street#71 LO Ntl 6 Orient, NY 11957 > Z DAVID SNOWDON-JONES (T)212 518 1818 (E)dsj@snowdon.us U) I I U ° Q ?`; E > ENGINEER C3 a Nick Mazzaferro P. E. > M -C PO Box 57, Greenport, NY 11944 _0 0 (T)516 457 5596 0 0 (E)nickmazzaferro@verizon.net r - 1 TAX rRT 19 E 01� ��. S25*43'10"E— 475.68' p­ — 69.71' 1.25\,, 165.87' "F.4511:4 219.00, It ---———————— % SX 6U' _0 2025 0 !To a 10 CD 0 114 PIE 0 1 5_30. 359-84* 0 6�4_7'00�' "y I,,_- 0 SS - p. _Z___ HT- 00- ————————— ..... C� < 3 N Address M 0 00 z STEIN RESIDENCE TAX LOT 18JAI X 0 0) Peter&Allison > 0 63417 County Rd, Greenport, NY 141 Ln 0 0 0 U1 11944 0 M 0 < Description 'Gr 239.y8' —N28 18'20"W 182.21' HOME REMODEL —N24'19'50"W "l—A > 0 Y_ L 0 L5 0 n-A 7 Department of Buildings-o -.- z 0 51 V)TAX LOT 17 0 08/13/2024 Of Denial Request L�0 Z I�1— REVISION 1 -6/16/2025 UJ CL 6 5' 0 Y LL0 z 0 t: 0 V) D 0 LOT AREA UJ 56,11 1.30 AC.12,59 S.F. Lij Z > a 0 0 FOR REFERENCE ONLY z DATE' 611612025 LLJ 2�1 ORIGINAL SURVEY PROVIDED SEPARATELY LL1 D - Q� 0 LOT AREA 10 PROJECT NO:TOP OF BLUFF DRAWING BY:VA a 0 LANDWARD CHECKED BY:OSj 31,936.54 S.F. SCALE: AS NOTED 0.73 AC. A-E 41 PAGE A-1 -Survey 008 APPROVAL:STAMP GRAVEL / REVISION: 6/16/2025 o /f !j DRIVEWAY Building Department NoD Version ZBA2 0 0o wood A. o � A-4 Q i Cep ¢ �W4' POIS�•,. iJ���j D oN + g rn SLT WDF EQUIP v • A 4' WOOD EEN. 0.4't COS V0.0 219.00 o 5 9OL GATE Consulting Architect/Designer • m Q ^ CAR 22_3' SNOWDON II LTD v " 5 2' 85 Willow Street#71 o o OQ'• CLEARING J FRAN Orient, NY 11957 \ 0 DAVID SNOWDON-JONES I 9� z o N GARA c w �o M (T)212 518 1818 co ��� o >Z X W (E)dsj@snowdon.us u7 °�� b oo 0 0 Q p0'' � 22., ENGINEER c 0. Z 410' lq Cal Nick Mazzaferro P. E. $9 V..� WP PO Box 57, Greenport, NY 11944 Q •Q � ® S-�ONE ,'I (T)516 457 5596 Arri ;r (E) nickmazzaferro@verizon.net 1`' co O� GATE 97 7 2 4- G 4�' w00K WOOD EEN. GRf TEMPORARY MESH FEN. 6 CLEARING Address 'AX LOT 18 ��> \ yam_ WP�K STEIN RESIDENCE _�. 5�� : Peter&Allison �j �2 -4 63417 County Rd, Greenport, NY `�� Z 2 a o i l 11944 CA_ o o ZFR,A ��E ._ o Description \R N' \\ 1 B' % l HOME REMODEL \ Department of Buildings- Cl Denial Request-08/13/2024 REVISION 1 -6/16/2025 27 -11 _ a PR�N I - G N g' WI FEN. DATE: 6762025 PROJECT NO: Yl DRAWING BY:VA 61° V 1 R -`^/. 2 CHECKED BY:DSJ -N24 019 '50" I V/�• •� ' _ _. _ _ _ SCALE: AS NOTED WRUj F / _- - Ir 00 � A!L G 1 2025 ` PAGE: Site Plan So trolToe n i DOB APPROVAL:STAMP Scale 1/8"=1'0" j B�L..1 G aF( r�se�eS 1 i I REVISION: 6/16/2025 SOUND Building Department NoD Version ZBA2 LO�rr+ I,SL 140.00. N37.01'00"S� I m a rt0 _ Consulting Architect/Designer fi. q SNOWDON II LTD rZ. ° —° ' �s�'0lDb"x ss.ee _ 85 Willow Street#71 — Orient, NY 11957 t� 1000-40.1-18 DAVID SNOWDON-JONES (T)212 518 1818 v oq y off; Acreage 1.34 (E)dsj@snowdon.us o ' Land Use Low Density ENGINEER Residential Nick Mazzaferro P. E. Protected PO Box 57, Greenport, NY 11944 N1a (T)516 457 5596 Community Facilities (E) nickmazzaferro@verizon.net _ - I Class One Family Year Round Residence } �a 410 Ag District into )% ,Sono6 m -- ----� �L Zoning Primary R-80 EXISTING S6q.,s Sp- c Zoning Secondary L- --.PROPOSED_PROPOSED -� Zoning acres k n 0.00 DRY WELL Secondary Zone Freshwater Wetlands 0.00 Address Tidal Wetlands 0.00 STEIN RESIDENCE / O O I( Peter&Allison u° 63417 County Rd, Greenport, NY 11944 !� - _ _ ZONING CHART Article XXXVI Residential Dwelling Size Limits l LOT AREA:56.812.59 4' _ 71. [ BUILDABLE LOT SIZE:31,936.54 SQ.FT [Added 10-18-2022 by L.L.No.10-2022: Description ^ ! I EXISTING HOUSE:2,133 SQ.FT amended 12-13-2022 by L.L.No.16-20221 §280-207 Maximum gross floor area for residential EXISTING GARAGE:537 SQ.FT dwellings in R-80Dis[rict. HOME REMODEL EXISTING POOL 476 SQ.FT TOTAL:3,146 SQ.FT A.Maximum gross floor area(GFA):The gross floor area shall w PROPOSED-�:?il,�(� Q' �• v / LOT COVERAGE:9,8% not exceed the permitted square footage calculated as follows: 3c' Department of Buildings- _ DRY WELL (d)Lots containing up ro 40,000 square feet of lot area:4,350 F PROPOSED HOUSE:3,135 SQ.FT square feet plus 7.5%of the lot area in excess of 30.000 p! %� o L x j• EXISTING GARAGE:537 SQ.FT square feet up to a total of 5,100 square feet maximum. Denial RegUE'St-08/13/2024 EXISTING POOL:476 SQ.FT (a)Lots up to 80,000 square feet of lot area:5,100 square feet REVISION 1 -6/16/2025 TOTAL:4,148 SQ.FT plus 5%of the lot area in excess of 40,000 square feet up to a LOT COVERAGE:12,98% total of 7,100 square feet maximum. PERCENTAGE INCREASED LOT COVERAGE:3,18% (2)In determining the maximum permitted gross floor area,the following provisions shall apply: EXISTING GROSS FLOOR AREA:2,425 SQ.FT (a)"Lot area'shall have the same meaning as the area of a lot PROPOSED GROSS FLOOR AREA:4,494 SQ.FT or parcel defined as"buildable land'in this chapter.ix ----- tf f� ALLOWABLE GFA PER BUILDABLE LOT:4.495 SQ FT 12.z.39, se.q°• r EXISTING LEGEND 5399' FRONT YARD SET BACK:141'2" EXISTING HOUSE __ REAR YARD SET BACK:66'5" ------ --- ---- - ---------.._....----- - \ DATE: 6n 6/2 PROPOSED HOUSE PROJECT NO: SIDE YARD SET BACK EAST:52' DRAWING ev:vA _ I l �S59-g7•zt)„�. 80.00. SIDE YARD SET BACK WEST:12'6" 3 CHECKED BY:DSJ PROPOSED - SCALE: AS NOTED 1 DISTANCE TO PIER LINE EAST:407' DISTANCE TO PIER LINE WEST:57'6" FRONT YARD SETBACK:103'10" CV REAR YARD SETBACK: 767 ___a SIDE YARD SET BACK EAST:49' 1 2Q25 - NQRT l 1 ---L__-- SIDE YARD SET BACK WEST:14'3"----- , r+I 1 iJ I H ROAD -- - -- — -- PAGE: NQRT - ` 'e4rMold To\pan A-3 Site Plan Trustees H ROAD aaaraofTrust es i I 4 DOB APPROVAL:STAMP Reduced to Fit Page REVISION: 6/16/2025 Building Department NoD Version ZBA2 j I NOWDON Consulting Architect/Designer IT SNOWDON 11 LTD 85 Willow Street#71 Orient, NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 (E) nickmazzaferro@verizon.net Floor 0 Plan View Floor 1 Plan-View 3/16 in 1 ft 3/16 in = 1 ft --------------------------------------- ---------------- ------------ Address 7 f STEIN RESIDENCE Peter&Allison ...-63417 County Rd, Greenport, NY 41 U G 11944 ---------------------- ------ - Description Scar ilof Tmst,.e.c, Fl HOME REMODEL L----J I 1I --———————————- Department of Buildings- Denial Request-08113/2024 REVISION 1 -6/16/2025 ----------- ----------------------------------- ------------ I DATE: 6116/2025 ------------------------ PROJECT NO: DRAWING BY:VA CHECKED BY:DSJ SCALE: AS NOTED Floor 2--.Plan View Roof Plan View 3/16 in = 1 ft 3/16 in = 1 ft PAGE: A-1.1 Existing Floor Plans DOS APPROVAL:STAMP Scale 3/16"=TO" REVISION: 6/1612025 Building Dep 2 artment NoD Version ZBA2 ---------- ----------------- 11EEEH11 '�INOVIO ; 'N QQR FININH ZND FLQQ-R- 2 R OOR FIN12-H0ND FLOOR.' R Consulting Architect/Designer 12 CEII ING RN��V IST PLQOR SNOWDON 11 LTD 85 Willow Street#71 Orient, NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 MR�INIII 1ST R 2.T (E)dsj@snowdon.us - --------------X_ MR IINI H 1ST R H _C�[�LINGFI IIItr NDATI CEILING RNISH-FOUNOAMN L L GRAQEJE�_SL ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 ROORFINI H.FOUNDAjjQ­L RQOR FINISH FOUNDATION (T)516 457 5596 (E) nickmazzaferro@verizon.net E,1 Exterior Elevation Front 1/4in = lft P 26Zak 7-. Address STEIN RESIDENCE Peter&Allison F-1 1" L j 63417 County Rd, Greenport, NY 11944 12W__-Q, CF1I INQ FINI 11SH'-151 ELOOR T _17- L FT] Description FT- HOME REMODEL Department of Buildings- LJ Denial Req L uest-08/13/2024 REVISION 1 -6/16/2025 21 2,1' H. CEILING EINIS - - - [LING FIN I. TI L 17 I = .IX 4 DATE: 611612025 CUNDATION PROJECT NO: jL .5.7 DRAWING BY:VA CHECKED BY:OSJ SCALE: AS NOTED o U L A UG A 2025 Exterior Elevation Back I E2 okljoj�i iMVTj PAGE 1/4 in = 1 ft s _j A-1.2 -Existing Exterior Elevation Views DOB APPROVAL:STAMP Scale 1/4"=1'0" REVISION: 6/16l2025 HIGHEST 26]' i Building Department NoD Version ZBA2 I I � I FIN -N F R•1 1=.6 Consulting Architect/Designer `�.._ .. FI1 1ST ELQQR 11.T' SNOWDON II LTD 85 Willow Street#71 Orient, NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 2.1 _- --I (E)dsj@snowdon.us N T - R R ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 FlNI - N N• -6.3' ------ (T)516 457 5596 (E) nickmazzaferro@verizon.net � I � Exterior Elevation Left E3 1/4 in = 1 ft --- ----� II E6IP DGE - 26Z ;? Address \ STEIN RESIDENCE Peter&Allison -- - 63417 County Rd, Greenport, NY 12,6 11944 CEILINGRNISH-15T FLOOR Description Ell g l HOME REMODEL L Department of Buildings- i Denial Request-08/13/2024 .Am, _ REVISION 1 6/16/2025 — 1r RAGE LEVEL_ 0 4 ., F Stl_F9UliDAnoN GATE: 6/16/2025 PROJECT NO: - DRAWING BY:VA CHECKED BY:DSJ '-----` SCALE: AS NOTED E4 Exterior Elevation R_ight_- h11G 1 20H 1/4in = 1ft I j � PAGE: t�.- Sa�•it�oluT�•,�Jn 5oar�cf Trustees _' A-1.3 Existing Exterior Elevation Views _I Scale 1/4"=1�0" DOB APPROVAL STAMP I I Efi . i REVISION: 6/16/2025 -, Building Department NoD Version ZBA2 i ` l a^ �E Consulting Architect/Designer SNOWDON II LTD I ` i 85 Willow Street#71 Ee 4 ) Orient, NY 11957 DAVID SNOWDON-JONES I (T)212 518 1818 — (E)dsj@snowdon.us ao ENGINEER Nick Mazzaferro P. E. ES E5 Elevation 5__ E6 Elevation 6 PO Box 57, Greenport, NY 11944 (T)516 457 5596 - 1/4in = 1ft -- 1/4in = 1ft _First Flo-or-Ga_racle (E) nickmazzaferro@verizon.net 1/4 in = 1 ft -'-`- r - Address - - - - STEIN RESIDENCE - -_ _ - - Peter&Allison 63417 County Rd, Greenport, NY r -= -- - --- -_ --- — -- 11944 — - __ ---- ---- =-- r - --— — - -- Description HOME REMODEL Department of Buildings- �i Denial Request-08/13/2024 REVISION 1 -6/16/2025 i — a DATE: 6/16I2025 ` PROJECT NO: - El Roof Plan View E7 Elevation 7_ Es Elevation 8 3 DRAWMD BY:VA CHECKED 9Y: A - 1/4 in 1 ft 1/4 in 1 ft - 1/4 in 1 ft SCALE AS NOTED -. ( LUC A�)�v ,'1 PAGE 3 A-1.4 I - Existing Garage _ -- I B'oam" DO VA B APPROL:STAMP i - Scale 1/4"=1'0" ,_, . v REVISION: 6/16/2025 ' Building Department NoD Version ZBA2 I I I j k r- -- -- - - - — -- Consulting t gn Archi ect/Desi er SNOWDON II LTD LNDRY_ 550 FT.' , a kkk .- I 85 Willow Street 471 SATH '� i CRAWL SPACE COSTCO STORAGE Td Ts- F 15-5'X,P4" MECH gJ'%tPr 31 S0 Fi 7 �� � z�fisa _ BSSOFT — - L , Orient, NY 11957 ' k DAVID SNOWDON-JONES m___ (T) 212 518 1818 (E)dsj@snowdon.us fl ENGINEER ' ' rH zS Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net X GNe'.NT _ L V Address - n - STEIN RESIDENCE Peter&Allison N O 63417 County Rd, Greenport, NY 11944 CRAWL SPACE 1 ,]t]e SoFiS � Description HOME REMODEL LL s O O O t t Department of Buildings- $£Ur Denial Request-08/13/2024 REVISION 1 -6/16/2025 / F I DATE: 6/162025 CRA PROJECT NO: E DRAWING BY:VA CHECKED BY:DSJ SCALE: AS NOTED 1 2025 �, PP _ ^ -- -_�ie' It✓ly PAGE j Floor Plans Proposed Floor O Plan View DO6 APPROVAL:STAMP Scale 1/4"=1'0" ---------- -- ----- 1/4in = 1ft `J v REVISION: 6/16l2025 Building Department NoD Version ZBA2 I I Consulting Architect/Designer 1 LTD fit, 851Willow Street#71 `5 Orient, NY 11957 ., DAVID SNOWDON-JONES (T)212 518 1818 d (E)dsj@snowdon.us a L ;. ENGINEER Nick Mazzaferro P. E. ram_, j µ, v �t PO Box 57, Greenport, NY 11944 LIVING 8 DINING ROOM Z (T)516 457 5596 t 5SOFT� `! F2 FREE] (E) nickmazzarerro@verizon.net �6 t ` ; KITCHEN 1 • I I ' $ #��J �� � '�v�1 32450 FT Address c STEIN RESIDENCE r k; SHWR �° Peter&Allison 1. s X210- PANTRY5s e 63417 County Rd, Greenport, NY IT ;oo ❑ pow MUD xgs 11944 Aso Fr I5d'.XT-5' (aJ HALL 4 1 rt '3)SO Fi I }ssoFT ,;� PO-0x�ROOMr a - _ E ❑ Description D%GB 3' 4 SOFT HOME REMODEL 3'f 17 G artment of Buildings- Denial al Request-08/13/2024 stir Ip. REVISION 1 -6/16/2025 GROSS FLOOR AREA ' 2 349 SO.FT. DATE: 5/16/2025 c I y l I F J9950 9OOM /° - PROJECT NO: / - DRAWING BY:VA CHECKED BY:DSJ SCALE' AS NOTED i 4 CrjQJl1 l 7 3v E:. ) I PAG------------------ A-1.6 Floor Plans Proposed Floor 1 Plan View ^ -- Scale 1/4"=1�0" DOB APPROVAL STAMP j 1/4in = 1ft V V REVISION: 6/16/2025 Building Department NoD Version ZBA2 i - i 11v D �.i D'N D D r��,l i Consulting Architect/Designer H N h ]rN N ALLISON'SBALCONY L - � SNOWDON II LTD BALCONY ^ 1-4- O ' "SOFT I the vrz ms --- .- _ _ --- Willow Street#71 ._ �„, 5 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 fin <rxP-r ' ALLISON'S OFFICE (E)dsj@snowdon.us '13550 FT --- ,Z]SOFT m 84 SO FT A'�' n i 4 ENGINEER ------- 1! .°e T;.C. I x A j Nick Mazzaferro P. E. 35 SOFT - •mi — - CEILING HEIGHTI4'10' II �! %' G J PO Box 57, Greenport, NY 11944 M D' —�- (T)516 457 5596 STR EDRM r.= (E) nickmazzaferro@verizon.net BATH 2.�^ C-D - f.., e, sso FTG nso Fr I _71 - sx+l 3zH�x as- 1. - SHWR' --BATH 3 N. 155O FT.(�D --L— A: I � o m T-I ___—GUEST BORM I.s ~ �r fi SO FT +��`- �-4Ziyj • - � fz� - = I; _-- YIl' '=zj E-tLPDXRI2� f-- DYLANa BEDROOM ^ m� ,,.SOF Address STEIN RESIDENCE Peter&Allison Count Rd, Green port, NY BATH4 G:.. SHWR 3 i io:rs' P � _• 63417 .� Pa sa• _XC-z ],soFr� - — �RT 11944 HALL - ----- Description ]� IT � HOME REMODEL ' I = � � all }f o Department of Buildings- ;; Denial Request-08/13/2024 REVISION 1 -6/16/2025 IGROSS FLOOR AREA 44 4b = ( 2.1 SO FT. } TOTAL:4,494 SD.FT. ANNAg�C S SEpRO „ B rl DATE: 6111/2025 PROJECT NO: DRAWINGBY:VA CHECKED BY:DSJ �( _------- SCALE: AS NOTED 2025 PAGE: `"'rof`T'I�iaG A-1.7 I - Floor Plans Proposed - Floor 2 PI_a_n View --~— OOB APPROVAL:STAMP Scale 1/4"=1'0" —--- - 1/4in = 1ft - - i REVISION: 6/16/2025 `J v Building Department NoD Version ZBA2 Alt I i „z Consulting Architect/Designer SNOWDON II LTD w c, 85 Willow Street#71 Orient, NY 11957 �A. rff� J DAVID SNOWDON-JONES (T)212 518 1818 (E)dsj@snowdon.us I I VAULTED.CEILING HEIGHT 1<'10' b I 6'd•x+rS ' t55°R ENGINEER ! ^ ` Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 '1�_A1TIVSTORAGE•1-, (E) nickmazzaferro@verizon.net z<3a-xzrr - F 6 rze s°Fr t• I � � i -�±STAIRWELL zr- y*/*f't ss so cr Address STEIN RESIDENCE Peter&Allison a 63417 County Rd, Greenport, NY;— —,,,,z -- — — -- ----- -- 11944 Description j `y HOME REMODEL Deaildings- DePa�l Request tment of B-u08/13/2024 }, REVISION 1 -6/16/2025 DATE: 6/162025 PROJECT NO: DRAWING BY:VA CHECKED BY:DSJ SCALE: AS NOTED j 2025 i ✓� -':ni Tr l:isp.9 PAGE A-1.8 Floor Plans Proposed Attic/StoraI ce_Plan View DOBAPPROVAL STAMP Scale 1/4"=1'0" 1/4 i n — 1 ft REVISION: 6/16/2025 Building Department NoD Version ZBA2 I � I a ^ `/ n .———_———————— ————————————————————— ————— —————— 4 : ti a y` Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 i i f Orient, NY 11957 l DAVID SNOWDON-JONES (T)212 518 1818 (E)dsj@snowdon.us ENGINEER �. t Nick Mazzaferro P. E. \ t' € 1- PO Box 57, Greenport, NY 11944 (T)516 457 5596 (E) nickmazzaferro@verizon.net r------=-------------- �= =----- -- _—�; I l i —I-- I - \ - Y Address rye L L STEIN RESIDENCE ----- = _ Peter&Allison 63417 County Rd, Greenport, NY f l 11944 ! c:• —J Description -------------------- _ �- �F - -`7�___ HOME REMODEL "S Department of Buildings- ;` ! Denial Request-08/13/2024 REVISION 1 -6/16/2025 I I i I DATE: 6/762025 r PROJECT NO: DRAWING BY:VA I I II CHECKED BY:DSJ SCALE: AS NOTED IPAGE: A-1.9 - Roof Plan Proposed Roof Plan V_ieW__ DOB APPROVAL STAMP Scale 114"=1'0" - 1/4in = 1ft i ! REVISION: 6/16/2025 Building Department NoD Version ZBA2 ! NUMBER NAME OTY NOMINAL LENGTH MATERIAL TYPE '• I c11 "� ♦�� ! �,�J V�/ (✓I r��\\, 1 R 6 2%5112 1.,It6 FIR I G1 LUMB R V 2 RAFTER 9 2 X 5112 150 Y16' IR FRAMING 1 LUMBER _ 4. F3 R 1 2XT 1/a 1.2 111fi FIR RAMING 1 LUMBER F4 RAFTER 1 2XT 1/a 10211/16' FIR FRAMING 1 LUMBER FS RAFTER 1 2XT 1. 105116' FIR FRAMING 1 LUMBER F6 RAF R 1 2X7 1/d t081d" FIR ING 1 LUMBER , T TER 1 2X]1l4 109,11,6' FIR FRAMINGI LUMBER FB TER 1 2XTtla 11]' I ING1 LUMBERI`�+J,•. .�.,� 1•".11t1 ~' Consulting Architect/Designer F9 RA T R 1 2%Tt/4 120911V Fla RAMINGI U.M.E. '. 10 RAFTER 1 2%T1/4 1261I8" FIRF INGI LUMBE y d t1 RA 1 2%]1. 1311116" FIR RAMINGI LUMBER 1.'�+1 ' " ,1,�t. SNOWDON II LTD F12 RAFTER 1 2%71/4 132 T/16' FIR FRAMING UMBER ,f Ff3 RAFTER 21 2X]116 13613116- FIR FRAMING LUMBER F,4 RAFTER 3 2 X]lla ,36 T/8' FIq FRAMING 1 WMBER F15 RAFTER 1 2%]11d 144Y16' FIRFRAMINGI LUMBER 85 Willow Street#71 1 RAFTER B 2XT 19 1"3l9" IRF G 1 LUMBER 41' } n1 f 1I 1 2 X]1. 15118' I RAMIN I LUMB R "I �""•"� 18 TER 1 3%]1/a 151TI16" Flft INGI LUMBER ''� ^ ''� Orient, NY 11957 ,9 RAFTER 12 2XT1/4 15811/16' 1 FRAMING LUMBER - ,�.'} F20 I 2XT114 t6 T111 FIRF I G1 LUMBER / 4t F21 RAFTER 1 2XT1/a 1.— FIR FRAM INO1 LUMBER I II lf' L.� DAVID SNOWDON-JONES F22 RAFTER 3 2 X]19 ISS 18" FIR FRAMING 1 LUMBER '\ F23 RAF R 21 2X7114 1.— RAMING1 LUMBE ll � (T)212 518 1818 24 R 1 2 X T 19 176 Y16 FIR FRAMI G 1 LUMBER F25 RAF R 1 2X]1l4 160 Y16 1 RAMINGI LUMBER ID • �✓ 26 R 4 2%]1/4 191" FIR FRAMING1 LUMO R F2T RAFTER 1 2 X]1/d IN 114' FIR FRAMING I LUMBER F ♦, �' f 26 RA TER 1 2X71M 20]l1fi IR FRAMING1 LUMBER (E)dsj@snowdon.us F29 RAFTER 1 2 X]11d 21 15/16" FIR FRAMING 1 LUMBER + F. RAFTER 1 2 X]1/a 218YB" FIR FRAMING, LUMBER ' F31 RAFTER 1 2X]1/d 2 111 FIR FRAM NGI LUMBER I I I (I f• ,t } `5,. "� '4 �'�{IT F32 RAFTER 23 2X]1/d 22B T/16 FIR FRA ING GREY LUMBER ' \ ]3 RAF R 10 2 X]1M 234 1116" FRAMING I LUMBER ENGINEER 34 RAFTER 11 2%]11 23914" FIR FRAMING 1 LUMB R I �! 35 R 1 2X]1/a 331Y16" IRF ING 1 LUMBER L} • PR'. 736 RA 3 2 X]1A 33' FIR RAMING 1 LUMBER 3T R 1 2XT+/d 3]118" FIR RAMI G1 LGMBER Nick Mazzaferro P. E. F36 RAFTER 1 2 X T 11d d5111fi' IR AMING 1 LUMBER - 739 RAFTER 9 2 X]tld 48' FIR FRAMING 1 LUMBER x .1 (' Fm� � -T�+' F40 RAFTER 1 2%T114 4931F FIRFRAMINGI LUMBER PO BOX 57, Greenport, NY 11944 41 R 1 2 X T tla 1 SIB' FIR FRAMING 1 LUMBER 42 RAFTER 3 2 X]1Id 54 T/8" FIR FRAMING 1 WMBER - 43 TER , 2X]1I6 ST11116' IR INGI LUMBER �.r` ,4 ,L .' (T)516 457 5596 d4 RAFTER t 2XTt14 61 IA'--FIR FRAMING+ LUMBER a5 TER 10 2X],l4 61116' FIR RA INGI LUMBER u _ 4 F46 RAFTER 1 2XT1/d 6314' IRFRAMINGI LUMBER 1' (E) nickmazzaferro@verizon.net FaT RAFTER 1 2 X]I/a 68116' FIR FRAMING I LUMBER v 1 it Fab RAFTER d 2%T 1/4 66)11fi" FIR FRAMING, LUMBER Fd9 RAFTER 1 2X]1/4 699It6" FIR fRAMINGt LUMBER ` 50 RAFTER 8 2 X]1 d 11 FIR FRAMING 1 LUMBER F51 RAFTER 1 2%]t/d ]J 1/B" FIR FRAMING 1 LUMBER F52 TER 3 2%T 19 T],Y16" FIR FRAMING, LUMBER ; y F53 RAF R 4 2XT1/a 80118" FIR FRAMING, LUMBER F54 RAF R 2 2%]1/d 8011/1fi' FIR FRAMINGI LUMBER I 55 R 1 2XT11 81TI1G FIRF ING1 LUMBER _5 ! F56 RAFTER 1 2 X]1/a B41M, FEE FRAMING I WMBER i'A /-%�-� 11 I •`\ F5] RAFTER 1 2XT1/4 65" FIq FRAM,NGI LUMBER -+- - 5 I � 56 RAFTER 1 2XT 1/a 9]Ytfi" IR FRAMING 1 LUMBER — Fw 2X71/4 95]It6' FIR FRAMING, LUMBER y�'o-.,a 1 �:y ••- F60 RAFTER 1 2XT 1. 22 T/B" IR FRAMING 1 LUMBER — F61 R 3 2X]1/4 9T 116" FIR FRAMING, Ffi2 RAFTER ] 2%]tld 9]]Ilfi' - Address zF. I STEIN RESIDENCE Peter&Allison q 63417 County Rd, Greenport, NY 11944 Description r HOME REMODEL Department of Buildings- x Denial Request-0 8/1 312 024 ' REVISION 1-6/16/2025 v — ----.— DATE: 6/11,/2025 .....-..1_..._i_.. \ PROJECT NO: `19 � DRAWING BY:VA ..,....._:..._..�.._......:�:. is CHECKED BY;DSJ SCALE: AS NOTED 2. f �•(:;Jit�i,ll TOt;u PAGE - Framing, Roof `�� � P`--��. A-1.10 Roof Framing Plan 1/4 in = 1 ft .Scale 1/4"=T 0,: � DOB APPROVAL:STAMP REVISION: 6/16/2025 I Building Department NoD Version ZBA2 I I I I 1 h R,� Hex ( Consulting Architect/Designer �i SNOWDON II LTD 85 Willow Street#71 = F Orient, NY 11957 DAVID SNOWDON-JONES I - T 212 518 1818 (E)dsj@snowdon.us L di 16.5112' 21'-91/0' ENGINEER i Nick Mazzaferro P. E. _ PO Box 57, Greenport, NY 11944 z� L (T)516 457 5596 R.h Heaaerr P------- (E) nickmazzaferro@verizon.net � zk cIe vaa i ! ' Flush HeMe,TYP-- ——— Address STEIN RESIDENCE f ! Peter&Allison I � 63417 County Rd, Greenport, NY s` v 11944 Description k HOME REMODEL L / Department of Buildings- ' ( Denial Request-08/13/2024 REVISION 1-6/16/2025 DATE: Bnrvzozs PROJECT NO: DRAWING BY:VA _` J - `•••."'"�-- --.-._�.....,_....__.�-- 1 3 ` CHECKED BY:DSJ SCALE: AS NOTED ` S PAGE: First Floor Framincu Floor A-1.11 Floor Framing Plan 1/4 in = 1 ft STAMP Scale 1/4"=1 O" DOB APPROVAL: i REVISION: 6/16/2025 Building Department NoD Version ZBA2 i i . I � FRAMING cGHEDI LE NUMBER NAME OTY NOMINAL LENGTH MATERIAL F1 D CK UST 1 aX4 2d t3/tfi' CAA PR SSUR RFA ED LUMBER LUMBER 1 F2 DECK POST 1 4%4 25]IB' CAA PRESSURE TREATED LUMBER IIIMRFR i' II FIusM1 Heatler ~` I F] DECK POST 2 4X4 3019' CAA PRESSURE TREATED LUMBER LUMBER _ " F, y F4 DECK POST 2 4Xa 181I6' CAA PRESSURE TREATED LUMBER LUMBER i F5 HEADER 2 112%tt)/8 14112' FIR FRAMING 1 LUMBER ! DTI _ Ffi HEADER 2 1 t/2%5)IB 85 FIR FRAMING t F] HEA ER 2 1112X83/8 103— FIRFRAMINGt LUMBER Consulting Architect/Designer B FLOOR BEAM 1 10Xt2 124- COLOR-WHITE LUMBER / k F9 FLOOR REAM 1 10%12 883/a' COLOR-W ITE F10 FLOOR BEAM 6 2%10 124' COLOR-WHITE LUMBER t`•..f 1�''� SNOWDON II LTD Ft1 FLOOR BEAM 1 512X91/4 23>t/e' IRON POLISHED STEEL-1t` F12 FLOOR BEAM 1 512%91/4 2613M' IRON POLISHED F13 FLOOR BEAM 1 512%12 41)3l4' IRON POLISHED STEEL-1 - F14 HEADER 2 112X83/e 116' IRFRAMINGGREY LUMBER 85 Willow Street#71 I 15 FLOOR BEAM 1 5112 X 12 3467116' IRON POLISHED STEEL-I F16 FLOOR BEAM 1 5t2%12 34>)/16' IRON POLISHED STEEL-I 1L :. .. � .i' Ft) FLOOR BEAM 1 51/2%9t/4 4231/a' IRDNPOLISR'D STEEL-I '' Orient, NY 11957 F18 FLOOR BEAM 2 Stl2%91/a 4T212' IRON POLISHED STEEL-I T F19 HEADER 2 1112 X 9)18 10912' FIR ME. RAMING 1 LUMBER +''f—At e� F20 FIADER 2 2Xt0 )6314' FIRFRAMINGI LUMBER v DAVID SNOWDON-JONES F2t a 2X10 8612' FIR FRAMING 1 LUMBER i OUND F. 8 2X6 2)1/2' FIR FRAMING 1 LUMBER ] F23 R 2 2X6 321N' FIR FRAMING 1 COMBER . (T)212 518 1818 F24 R 4U 2X6 3312' FIR FRAMING 1 LUMBER' F25 R 2 2%fi 3)314' FIR FRAMING 1 LUMBER f yF26 R 4 2X6 3910 FINFRAMINGI LUMBER (E)dsj@snowdon.us F2> R 4 2Xfi 41' FIR FRAMING GREY LUMBERF28 R )0 2Xfi a312' FIR FRAMING 1 R�N F29EAM t 4X8 121 3/16' CAA PRESSURE TREATED LUMBER F30 R 2 2Xfi 451/8' FIRFRAMING tE R 2 2X6 45' FIR FRAMING 1 OI ,i"1'w. 1 =:��", E.' �"Jwn. ENGINEER HEADER 4 2Xfi fi312' FIR FRAMING 1 HEADER 6 2%6 65' FIR FRAMING t F. H ER 10 2%8 >I' FIR FRAMING 1 HEADER a 2%6 43112' FIR FRAMING GREY CEILINGBFAM 1 4%6 92>It6' FIRFRAMINGt ' Nick Mazzaferro P. E. HEAOEft 2 2%e 85' FIR FRAMING 1 RHEADER 2 >18X11/2 47)IB' FIR FRAMINGED R � � POS 2 10X10 9611116' COLOR-WHITE LUMBER FWSM1HeaderTYP PO Box 57, Greenport, NY 11944 12 1093/6' IRO POLISHED RDDND (T) 164575596 POS 4 5112 t213I8' IRON POLISHED ROUND _ - t +.�'?OECKBEAM /16' CAA PREBSU ETREATED LUMBER LUMBERFLOOR BEAM t 10%12 8811/16' COLOR-WHITELUMBER DECK BEAM t aX8 fi511116 CAA PRESSURE TREATED LUMBER LUMBER (E) nickmazzaferro@verizon.net DECK POST 1 d%4 t51/8' CAA PRESSURE TR CEILING BEAM 1 aX6 921 HEADER 2 2%8 0512' FIR FRAMING 1 LUMBER I —— -- { Fl,sh Header C. g-- ti; ,.� Ftesn Heaaer TYP = Address I ❑ STEIN RESIDENCE k, ❑ ❑ Peter&Allison 63417 County Rd, Greenport, NY to 1 /O O O ❑ 11944 Description HOME REMODEL Deparildings- Denial Request ment of 6-u0 811 3/2 024 ` REVISION 1-6/16/2025 =ff"r 15 _ DATE: 6/16/2025 PROJECT NO: ` DRAWING BY:VA S CHECKED BY:DSJ Q �I SCALE: AS NOTED (17 .._�u,— .e—..e. :Fii-O�11'4'`.��'�•,fi E PAGE: _Second_F 9loor-_Framin Floor-_ A-1.12 - Floor Framing Plan 1/4 in = 1 ft APPROVAL:STAMP Scale 1/4"=11 011 DOB REVISION: 6/16/2025 Building Department NoD Version ZBA2 I I i J `%I! �ti�' ,j v ✓`.JI Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 Orient, NY 11957 DAVID SNOWDON-JONES } (T) 212 518 1818 (E)dsj@snowdon.us P _ 't ` ,U ENGINEER t Kj Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 (E) nickmazzaferro@verizon.net rZ cl- (tJ & i I I ems. c r Address STEIN RESIDENCE Peter&Allison 63417 County Rd, Greenport, NY 11944 Description E - HOME REMODEL =_ Department of Buildings- Denial Request-08/13/2024 REVISION 1-6/16/2025 } DATE: 111111111 \ PROJECT NO: DRAWING BY:VA CHECKED BY:DSJ A�I 1 rl^r _ SCALE: AS NOTED St �iiWitiii�'7Y'Jtl �� f i `7 \ V I PAGE: _Attic Framing,- Floor- A-1.13 Floor Framing Plan 1/4 in = 1 ft DOB APPROVAL STAMP Scale 1/4"=1'0" I i REVISION: 6/16/2025 Building Department NoD Version ZBA2 i 1 SI \l`UVv L) iI Consulting Architect/Designer -ETDOOR SCHEDULE w WINDOW SCHEDULE SNOWDON II LTD # I FLR. QTY ROOM SIZE R/O DESCRIPTION # FLR. QTY ROOM SIZE GLAZING TYPE DESCRIPTION R/O A.F.F. H.H. EGRESS COMMENTS 85 Willow Street#71 D2 1 1 GARAGE LIVING 9,DINING ROOM 3070 R EX 3 W7 X708 1/2' MULLED UNIT EXT.HINGED SLABL 1{W2 0 2 BSMNTIUNSPECIFIED 1670SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT ANDERSEN 400 SERIES,l W1 10 11 1 BSMNT 3030SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 38 t!2'X8461/2- 0112- 8 84' D3 1 1 GARAGE 9070 110'X8T GARAGE-WESTFIELD SOLID T L^W3 0 1 eATH 3030SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 36 1/2'X361/2' 48' 84' Orient, NY 11957 D4 1 1 HALUPOWDERROOM 2680RIN 301/2'X9612' HINGED-SLAB )W4 1 1 POWDER ROOM 3440SC DOUBLE PANE WITHLOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2-X481/2' 48" 96• DAVID SNOWDON-JONES DS 1 1 HALUFAMILY ROOM 3480 R 42•X981l2• BARN-SLAB i11 W5 1 1 BATH 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2-X56 VT 40" 96• •! D5 1 1 HALLNV.LC. 2680 L IN 30 1!2'X96 1/2' HINGED-SLAB (-.1 W6 1 6 FAMILY ROOM 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2"X481/2" 48• 96" (T)212 518 1818 DB 1 2 LIVING&DINING ROOM 5090 L IN 62'X1101/2' SLIDER-GLASS PANEL ANDERSEN 400 SERIES ;I W7 1 2 GARAGE 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2'X561/2' 40' 9fi' 71Ifli D9 1 2 LIVINGBDININGROOMIUNSPECIFIED 6090LIN 74'X110112• -SLIDER-GLASS PANEL ANDERSEN rj W8 1 1 KITCHEN 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40V2-X481/2- 60' 108' (E)dsj@snOWdon.Us D10 1 1 LIVING&DINING ROOM/UNSPECIFIED 6090 R IN 74"X110112' SLIDER-GLASS PANEL ANDERSEN 400 SERIES 7, W9 1 2 LIVING 8 DINING ROOM 3440SC DOUBLE PANE WITH LOW SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2-X48 1/2" 48' 9fi' D11 1 2 LIVING&DINING ROOM/DECK 6090 R IN 74'X7101l2' SLIDER-GLASS PANEL ANDERSEN 400 SERIES ':-j W10 2 1 SHWR 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2'X401Y2' 40• 80• �! D12 0 1 BSMNT/BATH 2680 R IN 30 1120X95 112" HINGED-SLAB ®W11 2 1 OPEN BELOW 61187 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 83,B-X,D3,/2- _23- BD' ENGINEER D73 1 1 MUD ROOM/CLST 5068 R IN 62'X821/2' SLIDER-SLAB `r;J W72 2 1 DYLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HR ANDERSEN 400 SERIES 401/2'X401/2' 40" 80' D14 1 1 MUD ROOM/DECK 3090 L EX 38'X111' EXT.HINGED-GLASS PANEL CUSTOM DOUBLE GLAZED MULTILOCK W73 3 1 VAULTED,CEILING HEIGHT 14'10' 2020AW DOUBLE PANE WITH LOW-E SINGLE AWNING ANDERSEN 400 SERIES 24 1/2'X24 12' 40- 1. D15 1 1 KITCHEN/MUD ROOM 2670LIN 301/2-X841/2- HINGED-SLAB L W14 1 1 PANTRY 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2-X481/2" 48' 96" Nick Mazzaferro P. E. D16 1 1 KITCHEN/PANTRY 2670RIN 30112'XB4112• HINGED-SLAB ❑W15 1 1 POOL CABANA 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2•X561/2' 40" 96• PO Box 57, Greenport, NY 11944 D17 1 1 POOL CABANA 3070 R EX 38'X8T EXT.HINGED-SLAB -1 W17 2 2 ALLISON'SI OFFICE G 8 DINING ROOM 3434SC DOUBLE PANE WITH LOW E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 X40 1/2' 40' 80" ,1 9 y D1B 1 1 POOL CABANA 5080 UR EX 62'X99• EXT.DOUBLE HINGED-GLASS PANEL (T)516 457 5596 D79 t 7 POOL CABANABA7H 2670 L IN 30 1/2'X841/2• HINGED-SLAB W78 2 1 ALLISON'S OFFICElALLISON'S BALCONY 3480SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'X961/2" 0' 96- D20 1 1 SHWR 11050REX 24'X63' EXT.HINGED-SLAB [E W19 2 4 ANNABEL'SBEDROOM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40112-X401/2' 40• 80- (E) nlckmazzaferro@verizon.nel D21 1 1 ALLISON'S OFFICE/ALLISON'S BALCONY 6880 L IN 82'X98 1/2- SLIDER-GLASS PANEL ANDERSEN 400 SERIES ED W20 2 1 HALL 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/2• 40" 80' D22 2 1 ANNABEUS BEDROOMBALCONY 12070 144 1/2•X84 112" MULLED UNIT VINYL Fes,W21 2 1 1 BATH 4 3034SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 36 1/2"X40 1/2' 40' 80" D23 2 1 BATH 3/GUEST BDRM 2fi68 L IN 301/2'X80 112" HINGED-SLAB 7;W22 2 1 OYLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2X40 V2' 40" 80' -�- D24 2 1 BATH 3/HALL 2fi68 L IN 301/2•X801/2- HINGED-SLAB R W23 2 1 GUEST BDRM 3434SC DOUBLE PANE WITH LOW SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 7/2'X401/2' 40' 80' YES I \ D25 2 1 SHWRIBATH 2 2480 L IN 28 1/2'X96 1/2' HINGED-GLASS PANEL L W24 2 1 ILNDRY 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'X40 1/2' 40' 80- D26 2 1 BATH 4/W.I.C. 2670 R IN 30 1!2'X84 1!2' HINGEDSLAB 'e W25 2 1 MSTR BA 6146SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 73 3/4'X54 1/2' 30' 84' / \ D26 2 1 BYLAWS BEDROOM/BATH 2 2fi68 R IN 30 1/2'X801/2" HINGED-SLAB W26 2 2 MSTR BDRM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2'X40 1/2' 40• 80' 028 2 1 DYLAN'S BEDROOMIHALL 2fi68 R IN 30 1/2'X80 1/2- HINGED-SLAB �:� W27 2 1 MSTR BDRM/BALCONY 3480SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2•X961/2' - D29 0 1 BSMNT/MECH 2680 R IN 30 1/2'X961/2" HINGED-SLAB = W28 2 1 MSTR BDRM/BALCONY 3481 SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2'X97112' 0' 97° I / D30 2 1 GUEST BDRM/HALL 2668 R IN 30 1!2•X80 1/2• HINGED-SLAB =W29 2 1 OPEN BELOW 3450SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'X60 1/2' 60' 120' D31 2 1 HALUALLISON'S OFFICE 2670 L IN 30 1/2°X84 1/2' HINGED-SLAB W30 2 1 GUEST BDRM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HR ANDERSEN 400 SERIES 40 1/2•X401/2" 40" 80" YES \ D32 2 1 HALUHALL 2668 R IN 30 1/2'X80 112• HINGED-SLAB [.W31 1 2 LIVING 8 DINING ROOM 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'X48 112" 60• 108° I; D33 2 2 HALUCLST 5068 UR IN 601/2'X80 1/2' DOUBLE HINGED-SLAB I^W32 2 2 STRG 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401l2•X561/2" 42 7/8' 98 7/8' D34 2 1 HALL/W.I.C. 2670 L IN 30 1/2'X84 1/2' HINGED-SLAB l W33 2 2 STRG 3450SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2'X60 1/2' 60' 120" 035 2 11 1LNDRY/HALL 2668 L IN 30112•X80 112" HINGED-SLAB Ell W34 2 1 W.I.C. 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 401/2'X40112" 40' 80' .;f 1 MSTR BA/MSTR BDRM 2670 L IN 30 1/2'X84 1/2' HINGEDSLAB W35 3 3 ATTICISTORAGE 2020AW DOUBLE PANE WITH LOW-E SINGLE AWNING ANDERSEN 400 SERIES 24 1/2-X241/2' 40' 64• !' 1 MSTR BAISHWR 3680 L IN 44•X98 1/2- SLIDER-GLASS PANEL ®W36 1 1 LIVING&DINING ROOM 61190 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 83 1/8"X70B 1/2' 0- 108' 1 MSTR BAlW.C. 2670 L IN 30 1/2'X84 1/2' HINGED-SLAB ( W37 3 2 1630FX DOUBLE PANE WITH LOW-E FIXED GLASS ANDERSEN 400 SERIES 18 1!2'X36 1!2' 1- 3T 1 MSTR BA/W.LC, 2670 R IN 30 1/2-X84 1/2' HINGED-SLAB 'i-I W38 2 2 DVLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT ANDERSEN 400 SERIES 40 1/2'X40 1/2' 40" 80" YES j __ DOUBLEPANEWITHSINGLE Address 1 MSTR BDRM/BALCONY 6880 L IN 82'X98 112• SLIDER-GLASS PANEL ANDERSEN 400 SERIES ' W40 3 1 W39BATH 2 34 OFX DOUBLE PANE WITH LOW1 FIXED GLASS ANDERSEN 00 SERIESO SERIES 40 1/2'X36 12- 1 O" 377" YES 1 HALL/MSTR BDRM 2668 R IN 30 1/2'X801/2' HINGED-SLAB 'j 1 BSMNT/LNDRY 26BOLIN 301l2'X96112' HINGE0.SLA8 W4t 1 1 MUDROOM/DECK 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HLANDERSEN400SERIES 4011z-X48v2• 48• 96- STEIN RESIDENCE 1 W.I.CJANNABEL'S BEDROOM 2670 R IN 30112'X841/2' HINGED-SLAB Peter&Allison 11" 2 11 W.I.CJOYLAN'S BEDROOM 2668 R IN 30112•X801/2• HINGED-SLAB D45 1 1 POWDER ROOM/SHWR 2480RIN 28112•X961/2• HINGED-GLASS PANEL 63417 County Rd, Greenport, NY D46 0 1 BATH/SHWR 2470 R IN 28 1/2-X84 1/2' HINGED-GLASS SLAB 11944 D47 2 1 SHWR/BATH 3 12480 L IN 281/2'X96 112' HINGED-GLASS PANEL ! D48 2 1 SHWRIBATH 4 2480 R IN 28 1/2-X96 112' HINGED-GLASS PANEL D51 0 1 BSMNTICOSTCO STORAGE 2680 R IN 30 1/2'X96 1/2. HINGED$LAB C} D54 0 BSMNT/UNSPECIFIED 5070 UR EX 62'X87- EXT.DOUBLE HINGED-GLASS PANEL Description HOME REMODEL Department of Buildings- Denial Request-08/13/2024 REVISION 1 -6/16/2025 ft} r DATE: 611 612 02 5 PROJECT NO: DRAWING BY:VA ..- • S .va.�- -�'^ -^-^- _ i��` 3 CHECKED BY;DSJ i t! SCALE: AS NOTED `u t A Ui G' I 21D 15 H ! V 4v r{Sys PAGE: A-1.14 j Windows & Doors Schedules DOB APPROVAL:STAMP Nil i j REVISION: 6/16/2025 Building Department NoD Version ZBA2 .X� v.3 -LP�ocE e __ ® , = er Consulting Arch n 7 a. ET J 9 9 SNOWDON II LTD A II. GGPF1SK2NGFG _ l FGG0. 85 Willow Street#71 = - G xr GG, s,nGaP . e GGP P E)-- Orient, NY 11957 e DAVID SNOWDON-JONES I - - li' L I' 7 (T)212 518 1818 _ (E)dsj@snowdon.us R AmA1.FouNGAiO�— ----------- ..- -. — •. -' -' _. '_.• - — CENNG sNt FCVNWnpi ENGINEER _ — _ — _ Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 - t�ooPwws-0-,rG"xcAUG (E) nickmazzaferro@verizon.net E1 Exterior Elevation Front 3/16 in = 1 ft R�OG !\ Address STEIN RESIDENCE Peter Allison h — -- -- County ree p Y L�'$' 63417 C nt R d G n ort N 2 fX+Z5Xfi3NO FlPG-- ' — .. .. .. ._. B� T —1i, Description �GGP,w .xG GGP ,e 9N -- GG GFlN=,6�G j�R HOME REMODEL 61 A j:I L l Department of Buildings- Denial Request-08/13/2024 REVISION 1 -6/16/2025 �]N X511-iW DATE: 61162021 PROJECT NO: DRAWING BY:VA 1 CHECKED BY:OSJ SCALE: AS NOTED E2 Exterior Elevation-Back - L_ , PAGE: A-1.15 Proposed Exterior Elevation Views DOB APPROVAL:STAMP Scale 3/16"=1'0" REVISION: 6/16/2025 Building Department NoD Version ZBA2 ..1, 211 i _ - I Consulting Architect/Designer LLJ SNOWDON L,— _ 1f I LTD II _,�i w ..s zno.F�GOFt 85 Willow Street#71 rlY �i3 i� ! dent 57 _ DAVID SNOWDON-JONES (T)212 518 1818 us RWRF wSH ISifLWH F _ ._ ._ + " ENGINEER Nick Mazzaferro P. E. p Y 11944 PO Box 57, Green port, N (T)516 457 5596 FIOGRFn sE touuGAno _-__ ___ _— __ —___ _ - FLao9Fxs6,yF°uNGnn°N. (E) nickmazzaferro@verizon.net E3 Exterior Elevation_Left -F 3/16in = 1ft i t Address STEIN RESIDENCE �G us.RG Peter&Allison dTa 63417 County Rd, Greenport, NY 11944 Description k HOME REMODEL -71 L iIL L � Department of Buildings- _ - 24 - - Denial Request 08/13/20 REVISION 1 -6/16/2025 eesn X=j. 1 _'L—E Eem vesxrfw OOR F111SH_F.WnD—k -- - - - - - - da DATE: 611612025 PROJECT NO: DRAWING BY:VA CHECKED BY:DSJ SCALE: AS NOTED E4 Exterior Elevation Right 3/16in = 1ft 1[ 'I PAGE A-1.16 i T � �ca�oo f r:�.,i�es Proposed Exterior Elevation Views APPROVAL: TAMP Scale 3116"=1 O" OOB S I � i REVISION: 6/16/2025 Building Department NoD Version ZBA2 I Consulting Arch itect1D es ig ner 3;�{ 1t .. _ -.. _ _ ��' SNOWDON 11 LTD X 85 Willow Street- Orient, #71 NY 1195 FE 1 e DAVID SNOWDON-JONES F-' (T)212 518 1818 - -L- - (E)dsj@snowdon.us _ - - _. __ _ L ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 — - - (E) nickmazzaferro@verizon.net -L- E5 Elevation 5 _ - -- 3/16 in - 1 ft 63417 Main Road, Greenport, NY is compliant with Southold Town Code 280 - 208 Pyramid Law. -'-------- The proposed 2nd story addition is below the existing roof structure and therefore within the R-80 Zoning sky plane. \, Address STEIN RESIDENCE - - / \\\\ Peter&Allison 63417 County Rd, Greenport, NY - —- Ems` L - —_-— _.. 11944 Description h - — I ,_� N '_ HOME REMODEL 2025 T II U T ll \ t r Department of Buildings- --- Denial Request-08/13/2024 - --, 401.;1 REVISION 1 -6/16/2025 -- DATE: 61162026 PROJECT NO: _.�.-- - •r _-` -m-���"�^ DRAWING BY:VA •Ii:::;..tt. - -- - ---- - - - - - - CHECKED BY:OSJ 3 - --- ---- SCALE: AS NOTED Elevation 6 E6 - 3/16 i n = 1 ft A-1.17 PAGE: - Proposed Sky Plane Elevation Scale 3/16"=1'0" DOB APPROVAL:STAMP i — j REVISION: 6l16/2025 Building Department NoD Version ZBA2 w: _ T' cDLvw TIE e C (�V A4/D U CONSTRUCnONNOTES. nON iswipEEa•wHa - DORMER TO BE PART OF ROOF Lvro%v REeutC raorWCALLNc Nc FiNE Faanrvc. STRUCTURE wN151roURED CONLRETn 0'TMCK ca RERM Y ON CENTER sAaa =�=oA roMT w �i er ' HER Consulting Architect/Design 1 •�;._ NOTES: r f REPJ­ECnLNFURN�HAN�W=TAUFRpTELnaNAT _. LT SRIOPERIY LWEa.CONTMLTOR TOItSTALL FENCE WHERE ... D — — MFB EM°NAWTAINwoRN WRRABFNVELOPE. S N OW D N e oaca Ec Eo o— s�nEs R,ATo low Street#71 M nMTo , f ' FOUNdlT1ON 6X1SFWTwW W`IH(1­RE MNNECTEO o. TWOWNO­.H Orient, NY 11957 RIfN.1.YKRWATERPROO so FGOWffH RI DE NsuunoN RO—IONeROANanREzi— wA ERPRo�WAT NE DFEa LRFaNN�n�w�.W DNLR _.-- o DAVID SNOWDON-JO S I I I 1i - - I,N - I,� I .._ snros.u�mrH aosEo�usPRnr FOKw WsuwnaN. � _ _ 9 B „-" •p NRED�E„w s�e.wRHWEpWRE (T)212 518 1818 .-'�- — I .4 I� B I PoREirvFORCEMENiS.niOwEL Flrv6H _ eecon Edssnowdon.us - i - - e e � � - o S1 Section 1 (E)dsj@snowdon.us ENGINEER -- _ 4E Nick Mazzaferro P. E. SILL SEA TREATED M°pSILL- __ PO Box 57, Greenport, NY 11944 SILL — CAST- E ANCHOR —2a TOP PLATE — - - BOLT SQUARESQDAREWASHER 2zWALSUDB (T)516 457 5596 —_ - — — — —0z SPRAY FOAM W SULATION MIN R-28 VAPOR BARRIER _ _ --'� --pRYWALL (c) nickmazzaferro@verizon.net MWALL STUDS — '- —FINISH SIDING Y4-FINISH FLOOR-- —r S1 Section 1 _ Y4 SUBFLOOR _HYDROGAPDRA NABLE �.4 MOUSEWRAP KAMACK INSULAP�' -"---'� _ RIGIDBOAR°PRROOF G -- _ ON Y4'SHEATHING.L __�` MD/OR WATERPROOFING 3/16 i n 1 ft _PARAL AM CONCRETE FOUNDATION WALL— —2a TREATED BOTTOM PLATE TJI FLOOR I' 912 X 512 REINFORCING STEEL AS REQUIRED— --CONCRETE SLAB — SYSTEM 2a10 +'\ CONCRETE FOOTING —REINFORCING BARRI R EL AS REQUIRED �AFCI{� _PraposeE —4'GRAVEL BASE waeeL Tame Tvmi%S-Plate --.S..'m9 I o B-FwnOa— -r_-_----- __ _-- --_— Basement Foundation - Address - STEIN R -� a- � .rw _�- ,Y- '' -'�-�` ~,Y ESIDENCE Peter&Allison 63417 County Rd, Greenport, NY 11944 Description oL �� r HOME REMODEL I; I ; , Department of Buildings- I Denial Request-0 811 3/2 0 2 4 _- I REVISION 1 -6/16/2025 Fj ;. DATE: 6/162025 PROJECT NO: DRAWING BY: # i CHECKED BY:OBJ SCALE: AS NOTED S2 Section 2 3/16in = 1ft PAGE: A-1.18 Proposed Section Views Scale 3/16"=1'0'. DOB APPROVAL STAMP E i _ REVISION: 6/16/2025 Building Department NoD Version ZBA2 i V ,.. I Ej + I Consul chltect/D Consulting Arch esigner SNOWDON II LTD �,-1I 85 Willow Street#71 ® Orient, NY 11957 L_. :. = DAVID SNOWDON-JONES --- I (T)212 518 1818 - - - - ------------- ;! _ (E)dsj@snowdon.us -T —T ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T)516 457 5596 (E) nickmazzaferro@verizon.net S3 Section 3 - 3/16in = 1ft 1 I L ER I i � I � I L � - -- -- --- -- � � Address STEIN RESIDENCE ZL Peter&Allison 63417 County Rd, Greenport, NY ", t I� „�! 11944 Description HOME REMODEL r Department of Buildings- j Denial Request-08/13/2024 REVISION 1-6/16/2025 k I' \ •. �'� �. DATE: 6/1fi12026 I I PROJECT NO: e I III 1. f l I' -I 11 f+' DRAWING BY:VA O 1 J. - CHECKED BY:DSJ I I SCALE: AS NOTED Board G%TI_I.S. PAGE S4 -Section_4 A_1.19 Proposed Section Views 1/4 In = 1 ft DOB APPROVAL:STAMP Scale 3/16"=1'0" Town of Southold LWRP CONSISTENCY ASSESSMENT FORM = ? 7025 A. INSTRUCTIONS ' ' °'" �r' �aoARD 1. 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 simuficant 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- sumorting 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# 1000 -40-1 _18 PROJECT NAME Stein Residence 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: N-0- F6Va RArJ ' 9-OS-n Ora,� lam) VAL t--X WW N S L-©W(bt Location of action: 63Q1 : 1 1 9-41. Site acreage: 1.333 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: (b) Mailing address:� 'li I ESJr (c) Telephone number: 21z"— 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 �7e &DNEct W ILC- U o aftF"t, Un l.1 irIes C rJ _ u '- _C . r'r t Nj�>c,ws A, i C IJ f l 1_ USA ! « -fit A�2_��� �] r=X ��� VI r� r`l� �`t'N�-- �1 DR-(�v�[ � �Pt v c W kv-k- C Attach additional sheets if necessary t I'J 1''lc 44eq 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 M No ® 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 R 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 ❑ Not Applicable T-1 VJ-\l_( ;E —v L l� 3-9,� S. �� KOW 09�- 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 ❑Not A plicable v Attach additional sheets 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. R Yes ❑No❑ Not Applicable E�'j Ci C f r r� 1�V i . ►tit ,�'1! � 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.F] No�Z 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 E4 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 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 BYJ& ���uf�j�n�— ,.TITLE�(�1� ' DATE ..� Zoos- J ' _ SNOWDON Ref: Stein Residence October 20th, 2025 Client: Peter &Allison Stein Project Address: 63417 N. Rd (CR-48), Greenport, NY 11944 Owner's Agent: David Snowdon-Jones Tel: 212 518 1818 Email:.DSJ@snowdon.us Subject: Proposed renovation—project description Elizabeth Cantrell—Administrative Assistant Thomas Hobson—Administrative Assistant Town of Southold —Board of Trustees 631-765-1892 elizabethc@town.southold.ny.us-thomash@southoldtownny.gov Location: 54375 Main Road, Southold, NY 11971 Dear Trustees We propose to demolish the existing residential home and build a new residential home in the same location.We believe this is the least disruptive to the environment. To build an addition at the front of the home,away from the bluff, past the Trustee Jurisdiction, closer to CR-48. Replace, and or modify,the existing in-ground electric,water and gas supply from CR-48. Replace the existing septic,located in the front yard,with an IA FujiClean CEN-7 system with (2) 8' dia x 8' effective depth leaching pools with space for a (1) 8' dia.x 8' ED future expansion pool (required by the county). The will be located in the front yard, landward side, south of the proposed family room. Any excavated fill to be used on the property, on the landward side. The home has been carefully designed to be near zero passive home that meets or exceeds NYS and Local, building and safety codes.A home for future generations of this family to enjoy. Per the site visit by the trustees with Martin Finnegan ESQ:The trustees noted that there was an existing non-turf buffer, min 15', and that the work would require the removal or 3 trees that will require replacing with 3 native trees. Arch,itecturo!and!nterior Design - Snowdon Ltd©2024 85 Street, PO BOX 71, Orient, AIY 11�115' 10, SNOWDON NOTE.The trustees jurisdiction, 100;is approximatelyin the middle of the existingand proposed structures. Below are the project dimensions for the entire project,including those outside the Trustees jurisdiction.An*has been added to areas outside the trustees jurisdiction. Notes per Sheet A-2-Site Plan 1. Existing Septic to be removed and replaced with new IA FujiClean CEN-7 system with (2) 8' dia x 8' effective depth leaching pools with space for a (1) 8' dia. x 8' ED future expansion pool (required by the county). Located on the landward side, south of the proposed family room. 2. *Existing low stone wall to be removed. 3. *Existing wood fence to be removed 4. *Existing pool patio, at grade, to remain. (Outside Trustees Jurisdiction) Notes per sheet A-3—Site Plan Trustees 1. Existing 2 story framed Residence 42.5'x 33.2' (plus additions)to be removed along with existing foundation/basement. 2. Existing covered wood deck to be removed 42'5"x 8' 3. Existing brick chimney to be removed 4. Sheet A-1.6: Proposed 2 story framed residence 46'10"x 51' 5 %Z", Includes covered porch 16'2"x 10'10" and covered porch 21' x 4'6" (north West). Front Deck 5'5" x 8'3" South east Corner. Front Entrance steps 5'1/2" x 9' 1 %". 2 story off-set connecting structure 7' 10%"/11' 9%" x 15' 3 %z". 2 story residence to the SW 16' 9%" x 20' 7%Z". Patio at Grade 51' 8" x 10'1". New Wood Steps 37' 11%Z" x 2'. Sheet A-1.7: 2"d Story Balcony within the proposed structure A. 15'5" x'4' 5" and B. 12'4"x 4'4" 5. *Remove existing stairs 6. *Remove existing stone path at grade 7. *Proposed new permeable gravel driveway 8. *Existing garage to remain 22'3" x 24'1" 9. *Existing in ground pool to remain 14' x 34' 10. Proposed IA septic& leaching Gallery 11. *Existing Deck and stairs to be removed 4'x 6' Many thanks David Snowdon-Jones Architectural and Interior Design - Snowdon Ltd O 2024 85 VVillow street, PE?BOX 71, Oiient, NY iZ 5 R—s DiAwol walu z W&Pd All ol / / d36Ale) 3 a [:Aar xe,.o \ 6.1 e6. Ary aOtO;s COUNTY OF SUFFOLK OURTYOF SUFFO K IR M. 18 TA CO .-NES.N. NCOMNIUM UN \ '\li,; 11 1 CYO OF (FOR SUFFOLK NO=... 1 1 7-, cm, U, % X 10.4A(l) SEE SCE.NO.IM oll 107 0 0 O�- tIN r2l".I& % 23.1 9.3 9TIA(.) G REENPORT VILLAGE OF p. d, I.IA(I ZOA(.l .2..2.. .2 NOW 1.OA(cl 3 IS IL 13 r, 2 z 'OQ- ' �3❑. lo N-UNN uo 0 I A(.) G1 FOR-1.NO. 15 a SEE SEC NO TOWN OF SOUTHOLD 3 lA(. d t VILLAGE OF GREENPORT �H -TO. 'I—N LINE NE SEE SEC.NO.. 4 SEE SEC.NO 0 + - NOTICE COUNTY OF SUFF SECTION NO - OLK SOUTHOLD (21) R, E Real Pr operty Agency Y E G c��rjo nw d, y Eor 040 EN y m A 1000 D 2 1111,1— Na 0' PROPERTY MAP Survey of Described Property Y p situate at o° Green port Town of Southold ti Suffolk County, New York District 1000 Section 40 Block 1 Lot 18 lb Scale. 1 "= 40' Surveyed April 16, 2025 BOUNDARY PER DEED LIBER 6377 PAGE 252 DATED JULY 5, 1968 i OF NI : oC / o •� PEL w41 a ZIP �. NOV 2025 0.8. Asti (AND SQ�. °;,+ Southold Town Board of Trustees vn 11rO 5052 .00 2 `5\oQe 52y�� ° Sr y6o* c o � 0 6° m? �y0'l� Clearing hry ° ice '°� �� i 1�o� 1.1 I Cleared Area= 19,276 s.f. ��/ a1 or 33.9% of Lot Area ti� �*ro,,\ ��"& �d ence X.D.H.S. APPROVAL STAMP AREA Area= 56,815 s.f. s \ +,,�eQy ��r sA \ , .55 1 Area Landward of s > FY Q�o6` rr IS .% Top of Bluff= 31,841 s.f. � \ � 4,P �R o� Lot Coverage (20% Max.) ������ �.�� 0 Roofed Areas= 2507 s.f. Pool= 460 s.f. Total= 2967 s.f. '�, e . or 9.3% of Landward Area °b �10 .ate 40 •'��% o• go Premises known as: do o�o � 1 , e / # 63417 North Road, Greenport 5z �. ELEVATIONS REFER TO NAVD 1988 �'� `� ?p �— / \ea o +52 0 Alm 9'y � arD` THE EXISTENCE OF RIGHTS OF WAY <'` G 6% AND/OR EASEMENTS OF RECORD IF <Q 50 ANY, NOT SHOWN ARE NOT GUARANTEED. o °�+k%A o _ UNAUTHORIZED ALTERATION OR ADDITION doveI TO THIS SURVEY IS A VIOLATION OF �� ve°�e\o \ 9 SECTION 7209 OF'THE NEW YORK STATE CP 48 EDUCATION LAW. t'O�J +,I g6 COPIES OF THIS SURVEY MAP NOT BEARING a e�0e\ee/ �6i e��jg / d o (\X\ THE LAND SURVEYOR'S INKED SEAL OR `�4%. e\ o� `�o EMBOSSED SEAL SHALL NOT BE CONSIDERED *I+ � i ) I o f o� , �O TO BE A VALID TRUE COPY. ,•'+ h6 GUARANTEES INDICATED HEREON SHALL RUN <A'AooG ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 9 TITLE COMPANY, GOVERNMENTAL AGENCY AND 'Ago LENDING INSTITUTION LISTED HEREON, AND �' °F �: yob o� �` 04% �L TO THE ASSIGNEES OF THE LENDING INST!— 5 oz op n TUTION. GUARANTEES ARE NOT TRANSFERABLE. REVISED OCT. 8, 2025 1 DRAWING &JOB NO. 25-394 Test Hole Data �;II<;Ao� ` Provided by: McDonald Geoservices e May 12, 2025 J'�, ` \ °� 4 EL=49.7 tip \ O Q� e0eo Dark brown loam OL o Michael W. Min t o, L.S.P.C. 0•5' �, Brown silty sand SM O LICENSED PROFESSIONAL LAND SURVEYOR 9' NEW YORK STATE LICENSE NUMBER 050871 Brown clayey sand SP oSQeoept 25' EL=24.7 87 Woodview Lane Water in brown clayey sand SC Qov Cen tereac.h, N.Y. 11720 28' �\n a P Water in light brown clay CH PHONE/FAX: (631) 580-1202 35 CELLULAR: (631) 766-9714 Water in brown clayey sand \\_ O CL �•�T"`rr( . �1' EMAIL: mikemintolspcOgmail.com 73' and sandy clay SC do Water in brown fine to medium sand SP 79'