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HomeMy WebLinkAboutSharko, Emily & Johm I Glenn Goldsmith,Preside. ' ��o��S�FfU(k�OGy� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples l �a ' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees _ Field Inspection Report Date/Time: Completed infield by: David Snowdo Jones on behalf of EMILY & JOHN SHARKO requests a Pre- Application Site Inspection to discuss renovations to an existing dwelling. Located: 200 Cleaves Point Road, East Marion. SCTM# 1000-38-2-33 Ty�f area to be impacted: / Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ---C'hapt. 275 Chapt. 111 other Type of Application: Wetland al Erosion Amendment Administrative Emergency re-Submission Violation Notice of Hearing card posted on property: Yes No /IClot Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G.,Goldsmith �N. Kru ki E. Sepenoski L. Gillooly E. Peeples ISSUED: 5/16/2025 DESIGN DEVELOPMENT E C F_ I V 11IJ M g 2 7 2025 L—STUt�a)[d7olwn— Kees Board of Tru Consulting Arch itect/Designer SNOWDON 11 LTD 85 Willow Street #71 Orient, NY 11957 Sharko ResIdence DAVID SNOWDON-JONES (T) 212 518 1818 Friday, May 16, 2025 (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net zn 4 P 4011 10 , FIR, 'All J1 LAYOUT PAGE TABLE PAGE TITLE Address 7W T COVER SHEET John Emily Sharko G GENERAL NOTES 200 Cleaves Point Rd -2 G GENERAL NOTES East Marion "101 A UPDATE SURVEY 11939 'A 0" .. . .... -2 A SITE PLAN 06, A-1 . 1 EXISTING FLOOR PLANS Description -1 .3 I'll. .... .28111 IT A FLOOR PLANS PROPOSED "i"" ""PH, vT""r -1 .4 FLOOR PLANS PROPOSED A HOME REMODEL -1 .7 A FRAMING ROOF & ROOF PROPOSED A-2. 1 EXISTING EXTERIOR ELEVATION VIEWS A-2.2 EXISTING EXTERIOR ELEVATION VIEWS Revision V1 5/16/2025 TT A-2.3 PROPOSED EXTERIOR ELEVATION VIEWS A-2.4 PROPOSED EXTERIOR ELEVATION VIEWS OFNV�1�1' S-1 SECTIONS PROPOSED S-2 SKY PLANE DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED PAGE: T-1 Cover Sheet 0 SCALE: N/A DOB APPROVAL: STAMP CONSTRUCTION NOTES WIND FRAMING MOTES _ _ ISSUED: 5/16/2025 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES - 2020 AS LISTED BELOW _ ^ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS - _ DESIGN DEVELOPMENT INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE FOR SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1. RIDGE-TO-RAFTER ASSEMBLY: 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 1 Od COMMON NAILS REQUIRED IN EACH END OF THE 4' PERIMETER EDGE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. ZONE 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY: GABLE ENDWALL RAKE 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 11= IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL WALL SHEATHING REQUIREMENTS FOR WIND LOADS 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SNOWDON 5. THE DESIGNER HAS NOT BEEN EINGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT. SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR 4' EDGE ZONE 8d 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. SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN PLAN CONTENTS Consulting Arch itect/Designer 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 I' m 11 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 SNOWDON EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. BUILDING HEIGHT +/-35'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 ASSEMBLY TO FOUNDATION: CONSTRUCTION TYPE 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 FOUNDATION NOTES SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER THE PLATE AND NAILED IN ATTICS W/O STORAGE 10 DAVID SNOWDON-JONES 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: GUARDRAILS ANY DIRECTION 200 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 EXPOSURE CATEGORY DESIGN FOR CAT. C 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 EPX' G I N E E R 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 (ROOF - FOUNDATION) DETAI PAGE AND GENERAL 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). EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8x16 CAST IRON 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND 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) 516 457 5596 CONSTRUCTION CODE. A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY-CALCULATION M-IE-C OF EXTERIOR WALLS PRIOR TO BACKFILLING. 7. INTERIOR SHEARWALL CONNECTIONS: (E) nickmazzaferro@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 NAILING SCHEDULE SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 ROOF FRAMING: PER 2020 NYS BUILDING CODE FRAMING NOTES RESPECTIVELY. WALL FRAMING: PER 2020 NYS BUILDING CODE -�- FLOOR 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: ROOF SHEATHING: PER 2020 NYS BUILDING CODE ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH CEILING SHEATHING: PER 2020 NYS BUILDING CODE 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. WALL SHEATHING: PER 2020 NYS BUILDING CODE 1 FIR. FLOOR SHEATHING: PER 2020 NYS BUILDING CODE I 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16' Q.C. UNLESS OTHER WISE NOTED. 9. CATHEDRAL CEILING ASSEMBLY: - --- 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 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA LVL HEADERS TO HAVE (3) JACK: STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, GROUND SNOW LOAD 30 PSF \ CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. WIND SPEED MPH B _ I i BETWEEN 4-1"AND 6-0"AND 2XE5 WALL OPENINGS BETWEEN 5411"AND 8-4". PROVIDE FIRE STOP AND SEISMIC DESIGN CATEGORY BLOCKING WHERE APPLICABLE. WEATHERING SEVERE 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS FIREBLOCKING NOTES FROST LINE DEPTH 3 FT. WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED - BY CURRENT NYS CODE 2020 TERMITE MODERATE TO HEAVY 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 VERTICAL AND HORIZONTAL) DECAY SLIGHT TO MODERATE 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. WINTER DESIGN TEMP. 110 UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING 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 FLOOD HAZARDS YES - Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). LEVELS, CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 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 --------- ---------- RE VIA- ATIONS John & EmilySharko WHERE APPLICABLE UNLESS OTHERWISE NOTED. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. ABBREVIATIONS 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0* O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT ADJ. ADJACENT MIN. MINIMUM 200 Cleaves Point Rd UNDER ALL BEARING WALLS SOFFITS, DROP CEILINGS AND COVE CEILINGS ALUM. ALUMINUM MR. MOISTURE RESISTANT 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 BRD. APPROVED MW. MILL WORK East Marion, NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. BRK.A. BOARD OC.NIC NOT IN CONTRACT 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 BRK. BRICK OS ON CENTER 11939 EXTERIOR SHEATHING GRADE PLYWOOD, PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. CL. CENTEBOTOMR OS OUT SWING 12. UNLESS OTHERWISE NOTED USE * THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED CL. CENTER LINE PL. OPENING WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER CLG CEILING PL. PLATE SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. PLUMBING NOTES COL. COLUMN PLUMB. PLUMBING Description 13. ALL BATHROOM WALLS TO HAVE T THICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER NY.S. CONSTRUCTION CODE-2020. CONC. CONCRETE PLYWD. PLYWOOD 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, CONT. CERAMIC TILE PINT. PRESSURE TREATED AINTED HOME REMODEL HAVE REGULAR j SHEETROCK. ,ALL WALLS TO BE TAPED AND FINISHED. PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE. VERIFY WITH THE STATE 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. DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM DIA. DIAMETER RPC. REFLECTED CEILING PLAN TORCH DOWN TYPE MATERIAL OVER. DR. DOOR REQ. REQUIRED 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, SILL PLATES TO BE HVAC NOTES DWG. DRAWING RM. ROOM Revision V1 5/16/2025 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 EA. EACH R.O. ROUGH OPENING REQUIREMENTS. ELEC. ELECTRICAL SIM. SIMILAR 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE EQUIPMENT ELEV. ELEVATION SPEC. SPECIFIED ELECTRICAL MOTES SUPPLIER. EQ. EQUAL STL. STEEL 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S, CONSTRUCTION CODE 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL EXIST. EXISTING T & G TONGUE AND GROOVE 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER ! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXT. EXTERIOR TEL. TELEPHONE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2OA7 NEC. F.P. FIREPLACE TBD TO BE DETERMINED 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER THE IBC & NYS F.R. FRENCH TO. TOP OF CODE. OTHER NOTES GALV. GALVANIZED TYP. TYPICAL 1. PROVIDE &* TYPE-X SHEETROCK FIRE STOPPING AT 10-0* MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE 2. USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPLE PROTECTIVE COATING FOR CONTACT WITH ACO. HVAC HEATING, VENTING& VIF VERIFY IN FIELD ENERGY NOTES 3. INSTALL 1-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. AIR CONDITIONING W/ WITH DATE: 5/16/2025 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 INSUL INSULATION WD. WOOD 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 INT. INTERIOR WP WATER PROOFIS IN SWING XPS EXTRUDED POLYSTYRENE 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 CHECKED BY: DSJ INCLUDED - ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION + VENTILATION. FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER WITH THE LBS POUNDS LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. MAX. MAXIMUM SCALE: AS NOTED 5. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES TEMPORARILY MO. MASONRY OPENING NOTES __-.- -------___..------.- --------_ -- ---_ -.--- - .___--_- -.--._.__-.--._----------- SOIL 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 THATAS 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 BE AT 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 COMPACT THE 50&AT 12" LETS (TYPICAL), CONTRACTOR TO HAVE FILL TESTED BY A PROFESSIONAL LIABILITY ARISING THEREFROM. AGENCY FOR COMPACTION. 7. ALL WINDOWS: U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE PAGE: G-1 General Notes 0 DOB APPROVAL: STAMP /" ISSUED: 5/16/2025 O— —T— '-112" F —O —1 —O- PLUMBING WORK GENERAL NOTES 1-1/2 ',/z '-'/z '-,/z -vz" ,-vz" ,-vz" 1-1/2' 1-1/2^ ,-vz" DESIGN DEVELOPMENT 1-112" 1. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS BY FIELD INSPECTION,AND BY MEASUREMENT AT THE PROJECT SITE;THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT �� �� �� 60 SITE,THE WORK AND THE CONTRACT DRAWINGS OF EACH TRADE. ADJUST THE WORK TO SUIT THE CONDITIONS FOUND AS DIRECTED BY THE ARCHITECT AT THE SITE. 1-1/2"LAV 1-1/2"LAV <. 2. PAY ALL FEES, OBTAIN PERMITS AND CERTIFICATES FOR THE WORK IN THIS CONTRACT. FILE 1-1/2"LAV 1-1/2'LAV AMENDMENTS FOR CONTROLLED INSPECTION REPORTS IN ACCORDANCE WITH THE BUILDING CODE. 3. TEMPORARY WORK AS NECESSARY AND REQUIRED BY THE GENERAL CONTRACTOR SHALL BE PART OF THE CONTRACT. 4. INCLUDE OVERTIME COSTS IN THE BID PROPOSAL TO PERFORM WORK WHICH WOULD INTERFERE L— z" z" L— WITH OTHER TRADES. PERFORM SUCH WORK AT NO ADDITIONAL COST TO THE OWNER. z"rus 3"W.C. z"SHOWER 2" 3"w.c. z N O �/ O O C.O. 2. ER 2"SHOWER S3"W.C. C.O. C.O. 5. SCHEDULE THE WORK IN THIS CONTRACT TO COORDINATE WITH THE OTHER TRADES; FOR TIMELY COMPLETION;TO AVOID UNNECESSARY CUTTING AND PATCHING. NOTIFY THE ARCHITECT OF ANY CONFLICTS UNCOVERED, FOR RESOLUTION BY THE ARCHITECT. 6. REFER TO ARCH ITECTECTURAL DRAWINGS FOR TEH EXACT LOCATION OF EQUIPMENT AND CHASES. Consulting Arch itect/Des i g n e r INSTALL THE WORK TO MAINTAIN CEILING HEIGHTS SHOWN ON THE ARCHITECTURAL DRAWINGS. Master Bathroom Bath 2 Bath 3 7. MAKE PENETRATION OF CEILINGS,WALLS AND FLOORS CLEANLY AND CAREFULLY,WITH 1/8'.MAXIMUM CLEARANCE AROUND PIPE. TIGHTLY PACK SPACE BETWEEN PIPE AND OPENINGS WITH AN APPROVED 3/8 in - 1 ft (D SNOWDON 11 LTD NON-HARDENING MASTIC. C) 3/8 in 1 ft 3/8in = 1 ft 8. PROVIDE ANY APPARATUS,APPLIANCE, MATERIAL,WORK, INCIDENTAL ACCESSORY,OR MINOR DETAIL, 85 Willow Street #71 EVEN IF NOT SHOWN OR NOT PARTICULARLY SPECIFIED,WHICH IS NECESSARY TO MAKE THE WORK READY FOR OPERATION AND COMPLETE AND PERFECT IN EVERY RESPECT,AT NO ADDITIONAL COST TO —_ —�_ Orient, N Y 11957 THE OWNER. �_ ,�'l2"_ 1•v2" O. PROTECT THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER. ANY WORK WHICH IS DAMAGED, LOST I T F DAV I D S N OW D O N-J O N E S OR STOLEN PRIOR TO FINAL ACCEPTANCE SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. ,_„2" ,_„2" ,_„2. ,_,/2" " 1_112" 10. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE 1_1/2" 1-1/2" (T) 212 518 1818 DISTURBED AS A RESULT OF TENANT ALTERATION WORK,THE CORPORATION REQUIRES THAT SUCH 1-112" 1-1/2" BRANCH PLUMBING PIPING BE REMOVED AND REPLACED,AT TENANT'S EXPENSE,WITH NEW PIPING FROM 06 (E)dsj@snowdon .us THE FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES,THE CORPORATION REQUIRES THE INSTALLATION OF NEW RISER SHUTOFF VALVES IN ACCESSIBLE LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. NEW AND REPLACEMENT BRANCH PLUMBING WASHER SHALL BE COPPER TUBING. ALL WATER LINES MUST BE INSULATED,AND CODE APPROVED MATERIALS 1-1/2"LAV 1 1/2"LAV _ ' o — ENGINEER USED FOR SOIL,WASTE,AND VENT LINES. ,-,/z"SINK 11. NO WORK SHALL BE DONE BY TENANT THAT AFFECTS STEAM LINES UNLESS AND UNTIL TENANT HAS 1-1/2"SINK 1-1/2"LAV SPECIFICALLY REQUESTED THE RIGHT TO DO SUCH WORK AND HAS RECEIVED WRITTEN AUTHORIZATION FROM THE BOARD OF DIRECTORS OF THE CORPORATION TO DO SO. ___ Nick M azzaf e rro P. E. 12. ALL PLUMBING REPLACEMENTS AND/OR;INSTALLATIONS SHALL BE INSPECTED BY THE CORPORATION I L I L 2" 2., PO Box 57, G ree n port, NY 11944 OR ITS DESIGNATED REPRESENTATIVE PRIOR TO BEING ENCLOSED. 3"w.c. r 2"SHOWER 3"w.c. 2 2"SHOWER 2" 2" C.O. C.O. C.O. 13. PLUMBING AND ELECTRICAL WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REQUIRED PERMITS AND CERTIFICATIONS OBTAINED. (T) 516 457 5596 14.WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED, NEW I nickmazzaferro verizon.net BRANCH PLUMBING LINES ARE TO BE INSTALLED BACK TO THE BUILDING RISERS AND STACKS. NEW SHUT (E) OFF VALVES AS REQUIRED TO BE INSTALLED Bath 4 Powder Room Kitchen &Laundry _ - 15. NO WATER OR GAS PIPING SHALL BE INSTALLED WITHIN THE FLOOR C) 0— 3/8 in 1 ft 3/8 i n 1 ft 3/8 in - 1 ft 3/8 in 1 ft CONCDCTC CI AD WOOD FLOOR 1-112" I I \ LATICrct it ats5 vvH I trcPROOF MEMBRANE —_ �----'— -- TO EXTEND MIN.6"UP SURFACE OF WALL 1-1/2"� � � � \ LATICRETE 4237 LATEX THIN SET MORTAR ADDITIVE WITH LATICRETE 211 CRETE I / FILLAR POWDER OR LATICRETE 3701 1.1/2" 1-vz" 1-1/2" 1-1/2" MORTAR AND GROUT ADMIXTURE WITH 3/4" I / LATICRETE FLOOR&WALL THINSET TILE OR STONE(See Specs) WASHER .......................... F-1 a LATAPDXY EPDXY GROUT 1-1/2"LAV ! 1-1/2"LAV T z• 2" I 7� L GAS Address— METER C.O. 3"W.C. 2" GAS 2"SHOWER METER John & Emily S h a rko Kitchen & Bathroom Waterproof Floor Detail C.O. ',/2" 3 _ GAS RISER ��/2" _�/'1"_'�'_Q" GAS RISER c) Basement Laundr C)_Basement Bath Gas Riser Gas Riser 200 Cleaves Point Rd - • _ 0 _ 0 _ East Marion, 3/8 in - 1 ft 3/8 in - 1 ft 3/8 in - 1 ft 3/8 in - 1 ft 11939 CORNER BEAD * 2" I-U��IZFf� STUDS (TYP.) Description 5/8" PTD. GWB (SEE HOME REMODEL FINISHES) N (2) Top Plate (2) Top Plate 2x4 and 2x6 Lumber 2x4 and 2x6 2x4 and 2x6 Lumber 2x4 and 2x6 Revision V1 5/16/2025 A Fire retardant wood Studs @ 16 OC Studs @ 16 OC Provide Horizontal PLAN DETAIL blocking as required Bracing as required CORNER @ SAME PARTITION TYPE (1) Layer 5/8" Type (1) Layer 5/8" Type 'X' G BA EA. SIDE 'X' G BA EA. SIDE REINFORCING TAPE & Note: Note: COMPOUND 6 Provide 5/8" Provide 5/8" Fire retardant wood DATE: 5/16/2025 N PROJECT NO: I.(1MCt1'f` STUDS (TYP.) ,..:: .;. :. ::;:.: Cementitious backer Cementitious backer blocking as required 112" PTD. GWB (SEE board & vapor barrier board & vapor barrier DRAWING BY:VA FINISHES) in lieu of outter layer in lieu of outter layer CHECKED BY: DSJ of GWB. at shower of GWB. at shower SCALE: AS NOTED -,-,- walls, TYP. walls, TYP. Engineered Bottom Plate Engineered Bottom Plate PLAN DETAIL Wood Flooring 2x4 and 2x6 Wood Flooring 2x4 and 2x6 INTERSECTION @ SAME PARTITION TYPE V_ PAGE: G-2 OGeneral Notes ILJDOB APPROVAL: STAMP n 1 HR RATED TYPICAL INTERIOR PARTITION n 1 HR RATED PLUMBING INTERIOR PARTITION 7/8in = 1ft 7/8in = 1ft 400 Ostrander Avenue, Riverhead, New York 114101 ISSUED: 5/16/2025 tel. 651.727.2505 fax. 651.721e0144 admin�youngengineering.com DESIGN DEVELOPMENT 01mq 4��Oadolt� M . toward N. Young, Land Surveyor Thomas C. Wol pert, Professional Engineer Douglas Adams, Professional Engineer 4 Geologist ; Ponce I A. Neover, Land Surveyor ` < .�. R` 2 5.00 SITESiNuWDOIN � 00004(r.4 771 AREA = 18,957 SQ. FT SUBDIVISION - "MAP OF MARION MANOR" FILED IN THE OFFICE OF THE Consulting Arch i to ct/D e s I n e r . A CLERK OF SUFFOLK COUNTY ON MAR. 18, 1953 AS FILE NO. 2038. g /` !r S SNOW01>0N II LTD , ''` VERTICAL DATUM ` NAVD (1988) 85 Willow Street #71 Orient, NY 11957 )GIF , DAVID SNOWDON-JONES (T) 212 518 1818 (E)dsj@snowdon.us �.o E N G INE E Rh' INick Mazzaferro P. E. CMF PO Box 57, Greenport, NY 11944 t TPF ,,��� . (T) 516 457 5596 WV (E) nickmazzaferro@verizon.net CMS �ti °. 05 tQ � —� - - - I - - - - �-- )YCMF . CM[= 9.23 r r �'j` SURVEYOW S CERTIFICATION 10 ¢ ". A,�,,� * WE HEREBY CERTIFY TO E M I LY" S H A R K O & J O H N 5 H A R K O « 001 `' 0\. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF > PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 0. %,;��%�;."y,���''' ASSOCIATION OF PROFESSIONAL LAND SURVEYCrR P • S . , OF N Address i�/ /. / JrppOSe'Second Si0 2GC�ItIG 4 �s il. e} / � '// /i// .�,r /��/'// °%%' /,��i/� ,/�%�� j;;i, Behind -.._..---..._. � °��� �'�y "� '�A• j. j John & E mi ly Sharko d ° / /: y ,' %f ! 200 Cleaves Point Rd CM mot, 1 05L$ r � "�,-a. _i .. ` ' '= � ,0 East Marion, HOWARD W.YOUNG, S.L.S.N 5893 :� "" 11939 90 "P e'L" 10 DANIEL A. WEAVER, N. .S. L.S. NO. 50771 , o 00- 4 xo,�, N. Description b. ,� SURVEY FOR N' � w HOME REMODEL EMILY SHARKO & JOHN SHARKO LOT 3 ";MAP OFMARI�'}N MA�JC�R" �-°t3 � Revision V1 5/16/2025 Subdivision - "Map ��,� �� , at East Marion, Town of Southold of Marion Manor" Suffolk County, New York CERTIFIED SVPVEY LEGEND It * BBC = BELGIAN BLOCK CURB �° `"S21°5b`07,11N County Tax Map District 1000 Section 38 Brock 02 Lot 33 CE = CELLAR ENTRANCE '°.�`��.� FIELD SURVEY COMPLETED FEB. 21, 2025 CIC = CAST IRON COVER S 21.69 MAP PREPARED FEB. 25, 2025 CMF = CONCRETE MONUMENT FOUND `, ` ,� ,�# DATE: 5/16/2025 CMS - CONCRETE MONUMENT SET ? �- Record of Revisions PROJECT NO. EOP = EDGE OF PAVEMENT ,y�flf••C�� "'= °�� Nr�4°��'1$'"VR/ REVISION DATE DRAWING BY:VA OL ON PROPERTY LINE PRF = POST& RAIL FENCE 13.15 CHECKED BY: DSJ PVCF _ = PVC FENCE SCALE: AS NOTED RCF ' REBAR & CAP FOUND RCS = REBAR & CAP SET RO ROOF OVER �" s WDF = WOOD FENCE 7 WSF = WOOD STAKE FOUND WSS = WOOS) STAKE SET WV = WATER VALVE 30 0 15 30 60 90 PAGE: c1a, = UTILITY POLE 0 : END OF DIRECTION/DISTANCE Scale: I" = 30' A-1 Update Survey JOB NO. 2025-0415 DWG. 2025 0015 cs 1 OF 1 0DOB APPROVAL: STAMP NOT TO SCALE ISSUED: 5/16/2025 i DESIGN DEVELOPMENT CLEAVES EOP N 4°51'10" 80.00# , PRF 0.6'S SNOWDoN c7 (A i 564051*10"' 5.09' Consulting Architect/Designer SNOWDON II LTD ICY* ' V 85 Willow Street #71 Lot Size: 18,957 Sq.Ft 1 Article XXXVIResidential Dwelling Size Limits � � � WOF �•�' Orient, NY 11957 [Added 10-18-2022 by L.L. Na. 10-2022; �. FRAME °LT DAVID SNOWDON- JONES amended 12-13-2022 by L.L. No. 1 -202]280-207Maximum gross floor area for residential (T) 212 518 1818 dwellings in R-40 District. i (E)dsj@snowdon.us A. Maximum gross floor area (GFA): � n (r) . � ry (1) The gross floor area shall not exceed the permitted Z LM ENGINEER square footage calculated as follows. (M 1 STORY � 0 (b) Lots containing up to 20,000 square feet of lot area: C' v BRICK Nick Mazzaferro P. E. 2,100 square feet plus 12.5% of the lot area in excess of '°° MAGE 10,000 square feet up to a total of 3,350 square feet t PO Box 57, Greenport, NY 11944 maximum. = PVCFCONC. M HOUSE (T) 516 457 5596 %- / (E) nickmazzaferro@verizon.net ZONING CHART f': ij�/'./ .fy •j r.,-fir 1 i '""' LOT AREA: 18,957 SQ.FT .. o �' / '� ",,�' " • ;%��;'< . % _ i^ �/'.��%�/�''',.�} IJ' I/.iIIYi.�'iriiiiiiii7iiN�.rrrri, /j••,� k w EXISTING HOUSE LOT COVERAGE: 1 924 S .FT ` / ' � (� 0 VCF / r i /•' /�, /, /'..r/sue✓/ OL PROPOSE[ `'�-�' i / / %r, /r.;'� f{ �- HOUSE LOT COVERAGE: 1 ,896 SQ.FT -� � � / '� -,;�,, ,,;,.• �, ' �.�;� "�' i,. j'r//� 'J�i/�/ %j%� 3'b ./y �/��J •//.'j/���f 1 r"'rMy � l EXISTING GARAGE LOT COVERAGE: 580 SQ.FT Cr EXISTING POOL LOT COVERAGE: 44 .FT CL tw•- //%;�J = `l ' 1 1nJF'�/ > %%�%'y '' C; — — — — — — — — — — G 0 SQ /% /' ,!Proposed House,/•; ,/�� //��" -+a ' -- """'• '; ram "" Behind Pier Line \ EXISTING PATIO, WALKWAY AND DRIVEWAY LOTtA 'Behind T COVERAGE: 4,686 SQ.FT PROPOSED PATIO, WALKWAY AND DRIVEWAY LOT COVERAGE: 4, 170 SQ.FT Q ' , POOL �� «.� DECK � � a,8.9' 0•11 NJ 0 EXISTING TOTAL: 7,630 SQ. FT ,� FILTER — is PROPOSED TOTAL: 7,086 SQ. FT = CI 0 19, � EXISTING LOT COVERAGE: 40.24 /o - POOL Address PATIO PROPOSED LOT COVERAGE: 37.37 /o - '' � IC BRICK PATIO m John & Emily Sharko EXISTING; GROSS FLOOR AREA: 3,082 SQ.FT HOUSE �,,. � � 200 Cleaves Point Rd PROPOSED GROSS FLOOR AREA: 3,390 SQ.FT ALLOWABLE GROSS FLOOR AREA: 3,350 SQ.FT ,.-•, . M East Marion, REQUESTED ZONING RELIEF. 40 SQ.FT , - �� 11939 t x EXISTING cfl ' ' ' ' o FRONT YARD SET BACK: 60.5' c. lo Description REAR YARD SET BACK EAST: 93.43' + �Qp REAR YARD SET BACK WEST: 116.17 4/�1, t or c" • �, HOME REMODEL SIDE YARD SET BACK EAST: 10.1 ' SIDE YARD SET BACK WEST: 11 .5 70 Revision V1 5/16/2025 0 10 DATE: 5/16/2025 PROJECT NO:�� �� � �� DRAWING BY:VA } CHECKED BY: DSJ ,51 SCALE: AS NOTED -1*51 lie PAGE: A 2 Site Plan O NOT TO SCALE DOB APPROVAL: STAMP ISSUED: 5/16/2025 3$� i DESIGN DEVELOPMENT UPIF , a x �3 1'I 3 VP N DECK _ !( 23'-7"X 12'-10" 303 SOFT I SNOWDOIN ; R 2848DH 2848DH I is > '--""' `' • 2648DH 2648DH 2648DH 2648DH 3048DH Y Lip 2648DH 2648DH 2648DH 3048DN a ........................ .....r-.....................» .. ................ 2668 .g:::... ................:: ..:..�:........... ...... .. t Y -. ....... ...4.^.... ..: ._,>..,..._•----• �... ........... >. ....... ......1 ... �:..... ..............,........._. ...__.,....._ ...._.,_ ......., ..,......«.... ....... ................::.......y Consulting Architect/Designer S h ' OWDON 11 LTD GROSS FLOOR AREA € 85 Willow Street #71 i o 0 i 664 FT. Orient, NY 11957 DAVID SNOWDON-JONES _ 18 1818 � 4 ROUND POST 4 ROUND POST k, ~ t 51/4 X 12 STEEL-1 BEAM , € ' ........... ...... .... _..___.._� N 3868 _,. _:....,,,.„.,.,.�....�.,,W.,.m.d......�.;: 2668 :.w.<,.»„.........y..»...<.�.....�__..<.,w.e.._.�».�r 266a (E)dsj@snowdon .us ""O"" INEER Up T 1E I ,sse 4 ROUND POST f/ SESE ® DN i# FRONT PORCH 81_ . 2 _ Nick Mazzaferro P. E. 2668 o j r PO Box 57, Greenport, NY 11944 . 12X16 POST 4068 i�.._...; _.. 4068 - 'r i (T) 516 457 5596 uP : (E) nickmazzaferro@verizon.net - 3068 : ry 30380H 30380H III �'-•------..._.-....,._.._.._....,. r FRONT PORCH "NO T-0"X 10'-5.. Foundation Floor 3/ 16 in = 1 ft First Floor ^ " _ ___ _. --- - 3048DH 3/ 16 In - 1 ft - 4 - - t Address _ E: i I I John & Emily Sharko 200 Cleaves Point Rd (FE I f i � -- East Marion I ( I 303 SO.FT 11939 �1 Description HOME REMODEL I I I I I I I 1 I Revision V1 5/16/2025 i---- T, - - - - - - - - - - - - - - - - - - - II I_ I ..........................._........... .. .................._ __......_ _ __..._ ....._..__ _. _ ............................ ._.._..................................._........... _ II ; ii DATE: 5/16/2025 ij �-v PROJECT NO: DRAWING BY:VA 1 CHECKED BY: DSJ SCALE: AS NOTED L- 1 .'.... ....... .. ....... ^ - 9 12 I 8.12 I I I t IL I ( PAGE: I I A-1 .1 E�cistin Floor Plans - -„ , „ Roof Plan I � - _ _ _ _ _ _ _ �. .� O- - - - - - - - - - -- DOB O = APPROVAL: STAMP S(�ALE. 3/16 1 -0C:) 3/16 in = 1 ft ISSUED: 5/16/2025 DESIGN DEVELOPMENT E6 S-2 61'-8 3!4" SINUWDOI�`�' 1 18' 4 39'-9 1/4" Consulting Architect/Designer SNOWDON 11 LT EXISTING CRAWL SPACE 16'-4"X12'_1" 85 Willow Street #71 M o N Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 _ (E)dsj@snowdon.us N V m T-11 1/2"-- M (! O ENGINEER � fJ iv 1'-1 1/4" N 2'_63,4" Nick Mazzaferro P. E. N � { PO Box 57 Green port,ii N p , NY 11944 � N > "2 EXISTING BSMNT M 56'-1"X 31'-0" (T) 516 457 5596 - - (E) nickmazzaferro@verizon.net ;0 1 N 19 IN, M € wzo N I— UP — - - ,50 LNDRY ,o'-10"X 1 o'-0" 0 0 00 : 7 � M I 3068 1T-11 1/4" 15'-5 3/4" 6-6 1/2'. 11'-11" 3'-10" Address 2 3/4" 1 1/4 N HALL N N John & Emily Sharko q 4'-0"X T-6" : q ~� 200 Cleaves Point Rd 6'-9 3/4" 11'-9 3/4" 44'4" 3068 8:2 East Marion, 11939 M cD Description HOME REMODEL M . PROPOSED BASEMENT N 22'-T X 21'-10" Revision V1 5/16/2025 M t M � J F 24'-3 1/2" 4'-4" 65'-t 1 1/2" DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED E 1_ )- Pr000sed Foundation =2 3/16 in = 1 ft PAGE: A-1 .2 Floor Plans Proposed 0-SCALE: of _ 1 I-01VDOB APPROVAL: STAMP ISSUED: 5/16/2025 DESIGN DEVELOPMENT ��T 2630 efl b $' S1 I F \� OWDON POOL Fs 12'X 36.7' S-2 Consulting Architect/Designer SNOWDON II LTD 64'-1" 85 Willow Street #71 24'-10" 3/4" ;'_0 114" Orient, NY 11957 10'-3 Ire" 9'-10" 2'-5 1/2" DAVID SNOWDON-JONES (T) 212 518 1818 E E (E)dsj@snowdon.us I SCREENED-IN PORCH 33'-2"X 13'-3" �2 M GHOST SCREENS ENGINEER Nick Mazzaferro P. E. 3:_10:: 33'-2" 2'-8 3/4" 4 15' 1' 13'-4" _-----._ _ ___.__....._._._..._..______...- -- I 060 __ p ____ _ 7 NY 11944 ...D7 ...,.»-,.,..« ... ...: .: _r`� ..._.......,_. �__.._._ _.r�7—DS -.�';..7`......_..............z._ _ �.. .-..® ._.., p3 ..--_....._.... ...... .. D7 - ...._.... ..._..._... _ __—_ _ �_. ■ , n po rt, . ox 5 ree ` (T) 516 457 5596 W 3' KITCHEN RELOCATE POOL 17'-8"X 25'-6" L (E) nickmazzaferro@verizon.net �, EQUIPMENT HERE4 f W13 N LIVING 1 � 37'3"X 25'9" ' M M O I co -.9 f ' M ih 3' W— i `v M @I c rr/ to S Fr6 _ D16 215 E: Address John & Emily Sharko . UP BATH OFFICE PORCH x'i "'�. 1r-1o°x1o'-o° ; 200 Cleaves Point Rd Y w(� 4'9"X 6' 11" € 17'-11"X 6' v - m ! r M me'—�i _-,� -- -- _ — East Marion - - p = = 2466 , f , 11939 M � ShIWR ! � 3' 3'4' 5'-9 1/2" 3'-4" 2'-6" 6'-8" 4'-6 1/2" 3'4" 1'-8" 3'-4" —T-4" —4'-3 112" Description 1'-7 1/4" 1'-0 1/2" 9" 2" 17'-11 1/2" 2'-7 3/4" 12'-9 3/4" 6'-8" 5'-1 1/2" 12'-9 112" 28'-8 3/4" 17'-9 1/4"— —6'-8 3/4" 4'-2 3/4" HOME REMODEL 2 2'-9" 3'3" 11'-8 1/4" w,a GROSS FLOOR AREA a a 1836 SQ. FT. i HALL Revision V1 5/16/2025 TOTAL 17'-1"x 3'-6" UP I I STRG " 3 390 SQ. FT. 5'-10 X 3's" a € "! 2668 5068 I 3 � m 3I ! I : GARAGE ZD I 23'-3"X 18'-7" ;o <O N 4 DATE: 5/16/2025 i PROJECT NO: + S wn Y DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED R.,-......�.- "..................... .... ... .. .... - } --s WS W5 WS 1'-1" 2" 7'-4 3/4" 8'-6" 8'-7 1/4" 4'-2 3/4" PAGE: Pror)osed First Floor 28'-8 3/4" A-1 .3 loor Plans Proposed /16 in = 1 ft DOB APPROVAL: STAMP ISSUED: 5/16/2025 DESIGN DEVELOPMENT 5_2 E6, 6 4• '. s r i s s T •8 e $ , SNOWDO \i i' Consulting Arch itect/Desi ner i BALCONY 33'2"X 13'-3" SNOWDON 11 LTD !E it t. 85 Willow Street #71 Orient, NY 11957 60'-3" 18' 1'-61/2" 1'-51/4" 14'_101/4" 12'_7 1/2` 10" 1 1/4" 12'-6 1/4" 2'-3" 42'-3" DAV I D S N O W D O N-J O N E S 15'-1 1/2' 12' 1'-5" 1'-6" 10'-3 1/2" 9'-10 1/4" 2'-6 3/4" 14-4 3/4 25'7 1/4" _ "__"_" ______.._ - _____ ___ "_ _ " 2'3" (T) 212 518 1 _ _ � A _ . . ...... ..... ` ,: 818 ._. ... ...... ..................»-.._.,... .._..............._.__._..._..,.m._-....,,w.A., —....gym.... co ` i MSTR BDRM m HALL BALCONY BALCONY N Yws i 11-11 X4-3 v (E)dsj@snowdon.us 1 T-4"X 11'-8" 30'-10"X 6'6" 12'-0"X 4'-3" I I 1048OLS I 91080LS 14-0 X4-3 ATTIC-I slv YI co E 'N' G 11" E E s • i N " i SAM'S BEDROOM SOPHIE'S BEDROOM w4 r- — — — — 12'-1"X 14'-9" 12'-1"X 14'-9" N �j OPEN BELPW r Nick ck Mazzaferro P. E. Yws 10'-2"X 14'- ' " � - ' - - PO Box 7 r 5 , G eenport, NY 11944 2668 N� OPEqN d (T) 516 457 5596 j E nickmazzaferro@verizon.net 'I Dr1 3'-g`—1'} s-�, 4-2'-3" cV I N 1�:: X 11'-5 � En �(\///�/�/\,� 3 L S1 ( ) V 2,-3" : SHWR k _.- M i 5'-6"X 3'-4" f 1 E I (! L UP r------ 2668 ... .---.--. -----"-. 2668 Yw6 KIDS BATH r 1 f " W x s'-o" ATTIC 1 N 140X75 N _ _ S .2 ..,,.e,._«...._..,.....�.....«. �-.._a.-...:.m..,......,.,,. 2668 O -- I I co 1 S2 ._ _ w7 w7 I A 18'-6 3/4" \ h 4 111 i 2468co SHWR E W1 — V N 5'6" � N N l ISHWR GUEST BDRM -1, !: 1 GUEST BATH 3'-0"X 5'4' a STAIRWELL 8'-11"X 12'-0" 4'-8"X 5'-0" I 6'-0"X 9'-10" t _ Z I I ..v�" Address uz ze W6 w22 0 6'-5 112" X-4" 3'-1 1/4" 1'-6" 3'4" 4'-0 3/4" 3'-0" 2'-7 1l2' 3'-4" 3'4" 5'-0 1/4" 3'-4" 35 11'-10 1/4" 1'-11 1/2" 1'-4 1/2" 11 1/2" 11 3/4" 7 3/4" John & Emily S h a rko 18'-6 3l4" 14'-10 1/4" 6'-8" 9'-3 3/4" 4'-11 1/2" 3'-7 3/4" 18'-6 3/4" 13'-10" 24'-7" 1'-0 1/4" GROSS FLOOR AREA 5'-03/4" 19'-51/4" 60'3 24'-6":: 60'-3" 200 Cleaves Point Rd 1,554 SQ. FT. F5 4'-11" 3'-4"4 11'-21/4" �5 East Mario SHWR.._.._:: I I �......._�.... S AIR_..E L A 11939 4'-5"X 3E_10" I I ( I I 1 ._8f: - I II II ON CD ............................................. Description. r ` � 3 BATH a ` 6'-9"X 4'-5" k I ( HOME REMODEL S N I S aD I W Revision V1 5/16/2025 F u LOFT 23'-3"X 19'-0" t E � 1 F � I W15 � 3 j k 4 4 w16 9'-11 3/4" 3'4" "— »— w 11'-2 1/4" 24'-6" DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED E1,. �A•2 f3/ -.E1 Proposed Second Floor (:)-Prormsed Third Floor3 /16 in = 1 ft 3/16 _ 1 ft PAGE: A-1 .4 Floor Plans Proposed O >CALE: 3/16" = 1'-0" DOB APPROVAL :STAMP ISSUED: 5/16/2025 DESIGN DEVELOPMENT SNOWD01"N' Consulting Architect/Designer SNOWDON ................................................................... ..................... ........ 1 LTD 85 Willow Street #71 E Orient NY 11957 E . DAVID SNOWDON-JONES 3 (T) 212 518 1818 (E)dsj@snowdon.us - - :-- - - _..... .__.. - - _.... ._... - - - Nick Mazzaferro P. E. ....rru .................... .. .................... . . PO Box 57, Greenport, NY 11944 I I I ! 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J�l Li......r III 11111111iIII uIHIiU1i1,ltl N111, Ill I111111l1llllll l�lll� :I�Inrn:l I:I» ' _ t� I - S 7:7� OLI:IfIUIfI ' ill"I:III,IYLI„iittl `I lj ,.� ....• r- _ �I�",1111/ � 11Un I,I,Ai1l:l� ILWI ,L.... lolllluull�llt1rl11ii 1 I: uu mUliiiu�iii�llrllllllll�alr�Illpll :,ful�l�rennl��Isnanfuvl�l:w I T :... lfAl ilillllllil� II iIIuW�W IIIIIIIIII Imillllllllll ......_ , I IIII�I I IWfmIfjI]I;lI III I�II1I11I Iill II 1I`l(Ii I;l I Illlll1ll1l l: 1I10II f11 1 hJD II 1l01'' " DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED E3 Rear Elevation 3/16 in = 1 ft PAGE: A-2.3 Proposed Exterior Elevation Views SCALE: 316 1 -0 DOB APPROVAL: STAMP ISSUED: 5/16/2025 DESIGN DEVELOPMENT TI _ , . ..... '? ^ i �T:I_ia:�...1 .^...i_1 i r 1rI i..mT:I T:T_ �___1 _r__ i r Consulting Architect/Designer I 1� I L,._T i... I: � I. 1r.I:,. __.._Y. \1 a � i 1 L..._. �..,..i.. .._.... .. .... ,, ; _._.... __ L �..r..�. c.i.. ...;. .i.% i i._.i_ .;_.7 . T r i.. ! r i 1. 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L..L. ]...._LrI. A 1 i`1 .1. I 1 r........,..;.'i..l..t3 ,.. 1, ; :; i I dg lI '; 1 'I iLL '_ I.. irl i. .1.._ LL .1 1 I__I 1 ?,f 1 : 1 j . T 1 I ., I I3 i ' : �._ I 1, i. _l..I L,i .i I .i, `i i..l,',I.I j:::i I r f ' I I I T I 7 - L i . ,I.f?...�..,; ?Ii 'i'1:;= i .1 J v I. III (.11. !.... i 1 §[ ,1r.iI .. 1�i.i I. J .i: ...I. T I;T� . ,__ . ' f, .�� _I�U.-, T.,�. L,�;1T,1, I i T.i 4 T , -� i. E " GINEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net i E4 Right Elevation 3/16in = 1 ft Address John & Emily Sharko 200 Cleaves Point Rd East Marion, i l.r _, _,_I. I r T_ _1 -, I I i i. L L i i_. ( � . .L._i....I_ ..............i 1. I ! _, � T I,i. 1 : _i....l._I..I .L..i....I I ..I _I_T 1T 1 _;.,lailT�j ... T T�II ..a_.:.:1... I1L..._ .1. I�If�T...0 I1IL[_..... ..I:..I. L._C:._I.L.i7....;....L.: .. :I:..i-....L..I . L..L:7:1.::_i..i.. i:.:I::..I:.._L....L....L...i.. I I L.I 1 i.' i L I_I L-1 i L_ _ _ .I _I I1 j.Lrll1_ I I_i _I.T I J. 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TI 11 I L I, L_I 1 . I_ L ! I I. 1 1 I I .l_l. I .L I_,l L I _. L_1__I _I. 1 1 I 1 .1 1 I. i I. i I_i _1 f T 1 I I T, l I I �_T 1 a.T..I r ? i T f T tT']' f l T T ? t T t ' 1 T r ? T 1 r f.Y.... Il L,_I 11 I j.1 1 I 1 i l_. T T I !. I. .I._!,.L.._1..._L....I.TIC I I'Iy^I..rI.T ITI::.Lj:I1.i ..I:..1..1....J^ I I_I f.....L..1.......L....l......1.. f:::i... _I i. L 1 1.[ .L.I..LI,.i. Revision V1 5/16/2025 ? I 1 l.. ..�..i..I .L..L i L 1....L.1 .I.....t...>..,t._i..._L......L.._L..L.. ; ..L._I. .L..L..i.. I. L.I l..I. i. I. L.1.. . 1.....i.. I ,._, L.T..I _L..;..L...._ L ..L. ,..1...,.1..1.,1. T.. T.. L: j�l i_! I�I�TjI _i T I,TIT i. I�ITI _i r �i lr��l_ iT.i i_r C 'i�i- 1- :i _IT i ,-rlTlI 1 J : 7 i I 1 1 _ I _C A I f.,..l.* i I � I I.� ,rlrt.T I 1 I Ir I..I L:Ci ;-_I _I�-,.T;._ � I, i I L LF�.. i i I I is I i : is � I , i IL1 J I: I ; I I _1r? III L ? :�-x�' N_ ` 0. , L A-.1. C I.T�TI i,�, J;.' t T t-fi T ; ; � i.,.I,[:T ,..1: �.i..L...l..� I . L..._1....i:; �. I I L 1 I 1 T i T J 1 I. _I. L. *I1, . - ,, ` I _` , I I I r T T , IIIIII � �� i1 � DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED 43�/ 16Elevation in = 1 ft PAGE: A-2.4 Proposed Exterior Elevation Views O SCALE. 3/16„ n DOB APPROVAL: STAMP — 1 -0- ISSUED: 5/16/2025 DESIGN DEVELOPMENT SNU \NDON Consulting Architect/Designer LL . 'T . . . . SIN' OWDON11 LTU I } 85 Willow Street #71 ///{ Orient, NY 11957 w S11 DAVID SNOWDON-JONES ._ .A_ _ . (E)dsj@snowdon.us iInlImlI»»ll»roll»l:l:I [: »ID»IhIIInIIIIN»II»»ll»IlIu�IU I m ....... I E I IIIIII�IIIllllllllllllllllll!IIIU»lllll» l' 'h I 1= I Illf!li,ll»1I1111 »I II»»1111'Illllllillllllllll'IIIIIIIII�I� � ;�i '! (I ,� � I.� �!I !E � tkt!IIl»Illllli(f»I 1(Illllii 1111.1 ii fAlAl'lli fll li i�l ; E �F� i � .l t � %µii I lii Nick Mazzaferro P. E _Ilullurlllmrllll I IMill 1111111 PO Box 57 Greenp ort NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net Section 1 1 3/16 in = 1 ft Address q John & Emily Sharko if 7 1 f a 200 Cleaves Point Rd East Marion, 11939 ■ ■ _71O��L'�l.I.O�..�.. �O Description : . _ _r1 r_ 1 lE 3 s� { : HOSE REMODEL .....`.........� r Revision I eves on a !� W E 1 x x U11 t DATE: 5/16/2025 { { PROJECT NO: 4 i DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED S2 Section 2 3/16 in = 1 ft PAGE: S-1 Sections Proposed O „ _ , SCALE: 3/16 1 —0„ DOB APPROVAL: STAMP ISSUED: 5/16/2025 DESIGN DEVELOPMENT r x. 32.4' ten. OWDU i .I..:I.T..i: 1...1_, .. 1 Ct .l f .,.ICl�.11 ;1.,111 lI1 I _[... III 1 I l _I .I,; 1 T �� Lr11i�.IT1�C,�rJ ,TIl1:�J1�L;IrI_ ,_�1�I 1-11T �I=�::�_I';� i[ 1� Consulting Architec es g er t i n 1.1• A .I ! �. T r i.. L1 ; i . I. i 1.T i..l...1. 1 . T TIII .I. L;i. .T.ri,L. . . l...i:.I. 11`.1.i). i1.T;.' 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T1! l I lI nu1111m1I 11 IIIN mri Il llmI jiil i ll � ll'Ilm ! r i- 1 M11111111111111 11 llllI :IIIII1lllIIIIG DATE: 5/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED SkyPlaneSN E6PAGE: 3/16 In = 1 ft s-2 :sky Plane O SCALE: 3/16" = 1'-I DOB APPROVAL: STAMP 01'­' X, W OT-2- 'Z zs W, 'M� N\ R/ MN 08 2- It m MIN"\\ '-V as ��M N' -W n 1�"" n �zl M S x K M 1: N, w I\ M 'Xll"'�N 1\K, TF- 16 g -"NO s' § 21- o W, 2-1 v M NN —.2 'Rig W No TI - "'I �o N\ v, ` , " 4-'�"\,1�4 il !"NNN g'g T M, "a" 'N M A "W N s W "'y MN x IN, J4 M�u, q' �-R 4e -G, m" MR 'K Ra " _R 'M I'm Rl� 8 -R N11 mogmR, '3 `uz I g" "R R'N' g\g A �M,-\"I, I r" \M �Ri W o 4- 'w� Nl� q- 'g N NOW, �11 1011 A ,g'\ X Rk IN 16 "'N"6 MR �n �-czx 's" R'S Z'� MN "M "k &; " 'M nm ggg g\N�& x M't"'41" To ISM, ka Q & M.5 R 'N "k, S' 1 M g gg"m \'s No, ga '�N, U "Q WN'M� a & Em 4.0 Sn INN M` "N K S' �4\ -'ll"'I'll"'N�", -AW"k QM I iA x"' �M' "RR I RD;' o' n Nw\\lis g� i0l"I" "kW T' NOTICE K �ECPON y 038 D A p Any)- V SNOWDON Ref: Sharko Residence/200 Cleaves Point Rd May 21st 2025 Clients: Emily&John Sharko Project: 200 Cleaves Point Rd, East Marion. NY 11939 I SCTM 1000-38.2.33 Owner's Agent: David Snowdon-Jones Tel/Mobile: 212 518 1818 Email: DSJ@snowdon.us ` PAY Subject: Trustees Pre-Submission Conference CC: Nick Mazzaferro Sauuio,a,uwn Board of Trostees Board of Trustees—Town of Southold Tel: 631-765-1892 souitahaldcttowdn.n Location: 53095 Route 25. Mail: P.O. Box 1179, Southold, NY 11971 Dear Trustees Please find attached a set of plans for trustee consideration for the proposed renovation at 200 Cleaves Point Rd, East Marion. II We propose to renovate the existing single story 3-bedroom home. Adding a 2nd story with sleeping upstairs and living area on the ground floor. New thermal windows and doors, replace thin brick tile with cedar shingle, new roof. No change to building footprint, no change to location. We also propose the installation of solar panels as a primary source of electric for the home. Attached:Trustees certificate of compliance#0258C Oct 2nd, 2007. At your convenience, I would like to schedule a second project review at the site: 200 Cleaves Point Rd. I Many thanks David Snowdon Jones Architectural& Interior Design. - 85 Willow Street 71, Orient, NY 11957 - Snowdon Ltd©2025 Board of Trusteea Application AUTHORI AIJON (VACre the nppticant is 110t the 0-wilur). i, Emily&John Sharko, 200 Cleaves Point Rd, East Marion, NY 11939 C1%Vne-Ts of'the t3rolictly identified as 0(;U-. 38-2-33 it dite tomin of Southold ,New York-,hereby autharizty David Snowdon-Jones Snowdon LTD, 85 Willow Street, PO Box 71, Orient, NYt p act�ti my agi an and ha ile all r cumary*work hivolved- ith tits application process for pwmi*,)flotn the Southold Tox� zt Board of Trustees for this propwy, C9—L— Propluty atti4rns 3t tt _resp�rR�� tvner's Sy € turn .— aW01UN TO BEFORE ZMlr't' us � DAY OP rtjr��PuL�9ic SHARYN FEINSL09aA SERTISCH Notary Public,State of Kim York No.02BE6077449 Q.�aMi ed in New Yorlc County Commission Eypires 718/_�a