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Home My WebLink About#8053-Stein Plans as of 6-16-25 REVISION: 6/16/2025 Building Department NoD Version ZBA2 Consulting Architect/Designer STEIN RESIDENCE SNOWDON II LTD 85 Willow Street#71 Monday, June 16, 2025 Orient,NY 11957 DAVID SNOWDON-JONES LAYOUT PAGE TABLE (T)212 518 1818 g\\\\ TAGE CTITLE OVER SHEET COMMENTS (E)dsj@snowdon.us G-1 GENERAL NOTES ENGINEER $�a G-2 GENERAL NOTES A-1 SURVEY Nick Mazzaferro P.E. A-2 SITE PLAN PO Box 57,Greenport,NY 11944 A-3 SITE PLAN TRUSTEES (T)516 457 5596 LL A-1.1 EXISTING FLOOR PLANS (E)nickmazzaferro@verizon.net A-1.2 EXISTING EXTERIOR ELEVATION VIEWS A-1.3 EXISTING EXTERIOR ELEVATION VIEWS ,— -v \ A-1.4 EXISTING GARAGE A-1.5 FLOOR PLANS PROPOSED A-1.6 FLOOR PLANS PROPOSED —i —7----� A-1.7 FLOOR PLANS PROPOSED A-1.8 FLOOR PLANS PROPOSED A-1.9 ROOF PLAN PROPOSED — A-1.10 ROOF FRAMING PLAN _ A-1.11 FLOOR FRAMING PLAN A-1.12 FLOOR FRAMING PLAN A-1.13 FLOOR FRAMING PLAN Address A-1.14 WINDOWS&DOORS SCHEDULES 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 A-1.19 PROPOSED SECTION VIEWS Description HOME REMODEL Department of Buildings- Denial Request-08/13/2024 REVISION 1-6/16/2025 T-1 Cover Sheet 0 Scale=NIL oosnwuovnenma CONSTRUCTION NOTES WIND FRAMING NOTES REVISION: 6/16/2025 1.THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PERTHE IBC/NYS CODES-2929 AS LISTED BELOW Building Department NOD Version ZBA2 INTENTANDFRAMING DETAILS.THEY ARE INTENDED ASA CONSTRUCTION AID,NOT ASA SUBSTITUTE FOR SHEATHINGLOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE GENERALLYACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEWYORK STATE 1.RIDGE-TO-RAFTER ASSEMBLY: SUPPORTS IN AT INTERMEDIATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4'X 29 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4.WHEN A q PERIMETER EDGE Btl COMMON @ fi"O.C. Btl COMMON @ THE O.C. CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED,STRUCTURALLY COLLARTIE IS USED IN LIEU OF A RIDGE STRAPTHE NUMBER OF 19tl COMMON NAILS REQUIRED IN EACH END OFTHE ZONE SOUND AND WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. INTERIOR ZONE Btl COMMON @ fi"O.C. Btl COMMON @ 12"O.C. - 2.ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2918 IS AND 2929-NYS SUPPLEMENTS. GABL EN DWALL RAKE 3.THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THATALL WORK AND CONSTRUCTION 2.RAFTER-TO-WAL E ENDWL ASSEMBLY: AND E USS Btl COMMON @ 4"O.C. Btl COMMON @ 4"O.C. MEETS CURRENT FEDERAL,STATE,COUNTYAND LOCAL CODES,ORDI NANCESAND REGUTATIONS,ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALLTOTOP 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 WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL 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 SPACINGAT PANEL EDGES NAIL SPACING AT INTERMEDIATE r=\ 5.THE DESIGNERHASNOTBEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES N O UPLIFT. SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR 4'EDGE ZONE Btl COMMON fi"O.C. Btl COMMON 12"O.C. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY 3.WALL-TO-WALL ASSEMBLY: INTERIOR ZONE Btl COMMON @ fi"O.C. Btl COMMON @ 12"O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FORA CONNECTIONS IN ACCORDANCE WITH TABLE 3-. 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 Consulting Architect/Designer fi.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 SNOWDON II LTD ].THE GENERAL CONTRACTOR IS TO ENSURETHAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BEATTACHED TOA COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANT LOAD &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 2929 NYS BUILDING CODE/2L17NEC 85 Willow Street#71 BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. 4.WALL ASSEMBLY TO FOUNDATION: CONSTRUCTION TYPE TYPE V PER SECTION S692 OF THE IBC 9.WIND LOAD REQUIREMENTS SHALL BE TAKEN INTOACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE WITH UPLIFT EXT.BALCONIES fig Orient,NY 11957 CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF]INCHES IN CONCRETE FOUNDATION AND DECKS 49 FOUNDATION NOTES SLAB-ON-GRADE,15INCHES IN MASONRY BLOCK FOUNDATIONS,OR LAPPED UNDER THE PLATE AND NAILED IN ATTICSW/OSTORAGE 19 DAVIDSNOWDON-JONES ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3INCH SQUARE DESIGN LOAD CALCUTATIONS ATTICS W/O STORAGE 29 1.THEGENERAL 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) 49 2.ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. ROOMS(SLEEPING) 39 (E)dsj@snowdon.us 3.PROVIDE`EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR STAIRS 49 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5.TYPE I EXTERIOR SHEARWALL CONNECTIONS: GUARDRAILS ANY DIRECTION 299 4.ANYNEWCONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPEIEXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIORATTACHED EXPOSURE CATEGORY DESIGN FOR CAT.0 ENGINEER WITH#S RE BAR,18'LONG AT I2.O.G.USEAPPROVED EPDXY FOR INSTALLATION. WITH Btl COMMON NAILSAT YO.C.ATHE PANEL EDGESAND 129.C.IN THE FIELD,AND?INCH GYPSUM WALLBOARD ON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 5.UNLESS OTHERWISE NOTED,ALL SLABS ON GRADETO BE 4999 PEE CONCRETE TO BE POURED ON 4' THE INTERIOR ATTACHED WITH fitl COATED NAILS AT]"O.C.PANEL EDGES AND 10'O.C.IN THE FIELD SHALL BE IN ROOF-FOUNDATION DETAIL 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 3.1 -b. NICK Mazzaterro P.E. THICK.ALL FILLTO BE COMPACTEDTO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS[LAYERS). EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE fi CRAWL SPACES TOBE PROVIDED WITH MINIMUM 18X24`ACCESS OPENING.INSTALL ONE 8.16 CAST IRON TVPEPIEIXTENIOIORSHEAALVSLLCONNEC SHALL IOTHE REQUIREMENTSOFTABLE3.i5a-bTIMESTHEAPPROPRIATELENGTH FIRE PROTECTION SMOKEAIARMSTO COMPLY WITH NFPA72AND NYS R314 PO Box 57,Greenport,NY 11944 EQ (SMOKE&CO2 DETECTORS) INC.CARBON MONOXIDE ALARMS TO COMPLY WITH R31 (T)516 457 5596 ].DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. 5IRC. CONSTRUCTION CODE.A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCUTATIONS 20181ECC OF EXTERIOR WAS PRIOR TO BACKFILLING. ].INTERIOR SHEARWALL CONNECTIONS: (E)nlckmazzaterro@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 SH EARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 FRAMING NOTES RESPECTIVELY. ROOF 11EC ROOF FMING: PER 2929 NYS BUILDING CODE �F 1.ALLFRAM ING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: WALLFRAMING. PER 2929 NYS BUILDI NG CODE FLOOR FRAMING. PER 2929 NYS BUILDING CODE / ADDITION WOOD ERWISEFRAMING NOTED,ALL CONSTRUCTION MANUAL HEADTABLEN5 WINDOWSILL LATESSCONNE ALLHAIONS ALL BE ECONNE ATTACHED ACCORWITH DIFTANCE CONNECTIONS IN ACCORDANCE WITH ROOFSHEATHING: PER 2929 NYS BUILDI NG 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. CEILING SHEATHING. PER 2929 NYSBUILDING CODE ( / FIR. WALL SHEATHING. PER 2929 NYS BUILDI NG CODE 3.FLOORS,WALLS,ISE NOTED, A L BEARING STO BE SPACEDAT 18 Q.C.UNLESS OTHER WISE NOTED. 9.CATHEDRAL CEILING ASSEMBLY: 1 4.UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2:1982+BTR.DOUG.FIR.BEARING WHERE RIDGE IS TO BE USED ASA STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED FLOOR SHEATHING: PER 2929 NYS BUILDING CODE 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 EA CH 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 BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. GROUND SNOW LOAD<:F FA139 PSFTFR _{ BETWEEN 4-1"AND 6-0"AND 2X6 WALL OPENINGS BETWEEN 5411'AND 84'.PROVIDE FIRE STOPAND WIND SPEED MPH 139 BLOCKING WHERE APPLICABLE. SEISMIC DESIGN CATEGORY B 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS FIREBLOCKING NOTES WEATHERING SEVERE WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED-BY CURRENT NYS CODE 2929 FROST LINE DEPTH 3F1 fi.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTSAND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFFAL 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 A TOP STORY AND THE ROOF SPACE. DECAY SLIGHTTO MODERATE UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. WINTER DESIGN TEMP. 1v ].PROVIDE(2)1-X4`THICK MICROLAMS(HEIGHT TO MATCH FLOOR 9ISTS)AROUND STAIRWELLAND/OR 1.IN CONCEALED SPACES OF STUD WALLSAND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING Address OTHERACCESS OPEN I NGS UNLESS OTHERWISE NOTED(TYPICAL). LEVELS,CONCEALED HORIZONTAL FURRED SPACES SHALLALSO BE FIREBLOCKEDAT INTERVALS NOT EXCEEDING 10 FLOOD HAZARDS YES B.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 BLOCKING/BRIDGING IN FLOOR JOISTS AT 3'-0`9.C..USE SOLID BLOCKING IN FLOOR JOISTS 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT Peter&Allison UNDER ALL BEARING WAS SOFFITS,DROP CEILINGS AND COVE CEILINGS ADJ. ADJACENT FVIMIN.Ne MINIMUM 19.PROVIDEINSU IATION BAFFLESAT HAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 3.INCONCEALED SPACES BETWEEN STAIR STRINGERSATTHETOPANDBOTTOMOFTHERUN.ENCLOSEDSPACES ALUM. ALUMINUM MR. DO I STURE RESISTANT 63417 County Rd,Greenport,NY NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. APPD. APPROVED M. MILLWORK 11.UNLESS OTHERWISE NOTED,ALL ROOFSAND WALLS TO HAVE A MINIMUM}`THICK,4 PLYAR COX 4.ATTHE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE BRD.A. BOARD NIC. NOT IN CONTRACT 11944 EMERIOR SHEATHING GRADE PLYWOOD,PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. SEN. BRICK OC. ON CENTER 12.UNLESS OTHERWISE NOTED USE'THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED BOT. BOTOM OS OUT SWING ADHESIVE AND SCREWED O FLOOR O PLUMBING NOTES JOISTS. C G.L. CENTERLINE CH OPENING SUBFLOORASPE C IN Description CL PG CEILING PL. PLATE 13.ALL BATHROOM WAS TO HAVE 3'THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1.ALL WATER SUPPLY,DRAINAGEAND VENTING TO BE INSTALLEDAS PER NYS.CONSTRUCTION CODE-2929. COL. COLUMN PLUMB. PLUMBING CEILINGSANDOVE FURNACE TO HAVE'THICK TYPE X SHEETROCK.ALL OTHER PARTS OF BUILDING TO 2.IF WALL STUDS,PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, CONC. CONCRETE PLYWD. PLYWOOD HOME REMODEL HAVEREGULAR\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 P, 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. CERAMICTILE 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 PLATESAND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES TO BE HVAC NOTES DR. DOOR REQ. REQUIRED INSTALLED WITH A FOAM SILL GASKETAND COP R-TEX TERMITE SHIELD ORAPPROVED EQUAL. 1.MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FORADHERING TOALLAPPLICABLE CODESAND SAFETY DWG. DRAWING RM. ROOM Denial Request-08/13/2024 REQUIREMENTS. EA. EACH R.O. ROUGH OPENING REVISION 1-6/16/2025 ELECTRICAL NOTES 2.HVACSUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE EQUIPMENT ELEC. ELECTRICAL BIM. SIMILAR SUPPLIER. ELEV. ELEVATION SPEC. SPECIFIED 1.ALLELECTRICAL TO BE INSTALLED ASPER N.Y.S,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 BYA QUALIFIED UNDERWRITER! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXIST. EXISTING TAG TONGUEANDGROOVE 3.ALLELECTRICAL WORK TO COMPLY WITH 29A7NEC. EXT. EXTERIOR TEL. TELEPHONE 4.INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT ASPER THE IBC A NYS OTHER NOTES F.P. FIREPLACE TBD TO BE DETERMINED CODE. F.R. FRENCH TO. TOP OF 1.PROVIDE&`TYPE-X SHEETROCK FIRE STOPPING AT I9-0`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 UNO UNLESS NOTED OTHERWISE ENERGY NOTES 3.INSTALL I-092 DETECTOR IN ADDITION TO SMOKE PER FLOOR. HVAC HEATING,VENTING& VIF VERIFY IN FIELD 1.THIS DESIGN COMPLIES WITH THE 29291BC ENERGY CODEASA PRESCRIPTIVE DESIGN. 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES INCLUDING AIR CONDITIONING W/ WITH 2.THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R492 OF THE 2918 IBC. STORAGE AND TOILET FACILITIES,PROTECTION OF EXISTING WORK TO REMAIN,ACCESS TO WORK AREA,HOURS OF INSUL INSULATION WD. WOOD 3.PRESCRIPTIVE DESIGN-APPLIEDAS PER CURRENT ENERGY CODE.THE FOLLOWING ELEMENTSARE PERMITTED WORK,AVAILABILITY OF WATERAND ELECTRIC POWERANDALL OTHER CONDITIONSAND RESTRICTIONS INT. INTERIOR WP WATERPROOF 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 IS INSWING XPS EXTRUDED POLYSTYRENE LEASTPOSSIBLE DISTURBANCE TO THE PUBLIC. LBS POUNDS SOIL NOTES 5.THECONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES TEMPORARILY MAX. MAXIMUM DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. MO. MASONRY OPENING 1.NEW FILLTO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS fi.IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILLAS 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 COMPACT THE 59&AT 12'LETS(TYPICAL),CONTRACTOR TO HAVE FILL TESTED BYA PROFESSIONAL LIABILITY ARISING THEREFROM. AGENCY FOR COMPACTION. ].ALL WINDOWS.U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE aACE. G-1 General Notes 0 Nil ooenwuovn�eTnma REVISION: 6/16/2025 Building Department NoD Version ZBA2 L o ❑ - , ,,' 77 \\�\ \ Consulting Architect/Designer SNOWDON II LTD n Basement Diagram n First Floor Diagram n Gas Risen Gas Riser U 318 in 1 ft U 3/8 i n = 1 ft 85 Orient, N 1195treet#71 - U T3/8 I n = 1 ft 3/8 i n = 1 ft \ \\ DAVIDSNOWDON-JONES (T)212 518 1818 _ \ I (E)dsj@snowdon.us >4 \ \ \ ENGINEER gg V T07 PO Box 57,Nick Greeerro nport NY 11944 0�� \\ A (T)516 457 5596 ` (E)nickmazzaferro@verizon.net T LF 7 7Second Floor Diagram \\\ \ \ n ramo\ Laundry 9 \\\ �3/bin = 1ft U 3/8 in = 1 ft � Address \\ -h Y Peter&AEI Allison 2x4 and 2x6wmber (�>TopPlate �� 2�d2x6�N%l (2)Top Plate ENE Anos��sE E=ESE =O„��Toss�,.aEPA�OF 63417 County Rd,Greenport,NY 2x4 and 2x6 �� 2x4 and 2x6 Studs @ 16 OC �� s 6 oc 11944 \\ T \ o �K F ffiBatF .,n mterpr�.,r�oor Detall Fire rretaredant wooed \\ \ _ �� r block d B d Description g s required �� g s q (1)Layer 5/8 Type (1)Layer 5/8 Type - Es xGEAEA.SIDE 0ON xGBAEA.SIDE "�`"` - - a o� HOME REMODEL ment& ildings- Note �`� Note re retardant wood ov ANo E,Ho sESFE Rv sESPE�T oAooTow,T�oET To �� DenialtRequesg�08/13/2024 Provd 5/8 \ \ Provide 5/8 F Cementt e \ \ Cementt ous backer blocking as required b rd& \ oard&vapor barter n s/a' b REVISION 1-6/16/2025 in 1 tt er\ �O n lieu of nutter layer o uEa o VIA a s;.\o\\ WaGs B at shower ca,ovsscr�e Rnmo {' II \ II,TYP. E ogon Bottom Plate E Wood Bottom Plate Wood FI 2x4 and 2x6 d Flood ring 2x4 and 2x6 ov w Tn O.,aane:a�A1111AT Tonry e oRns -Es To ee rvo wcoseo. svcmco ev.nc coaaoanTios .i - P. 17 RATED TYPICAL INTERIOR PARTITION 1"TED PLUMBING INTERIOR PARTITION E,.inc E"Nsnui MEt ^(1P FS\\ fs.uo oa�asvvrvG H�[usra�E� -n HTt�F�oan L )� PACE. G-2 General Notes 0 Nil <> ,c ePaaT a oosnaauovnE eTnma REVISION: 6/16/2025 Building Department NoD Version ZBA2 SYMBOL LEGEND vws ^a�e�v zsae n�c os» a�• o Consulting Architect/Designer SNOWDON II LTD W n 85 Willow Street#71 Orient,NY 11957 z DAVID SNOWDON-JONES q (T)212 518 1818 s9s f3• _ Q, Cn - (E)dsj@snowdon.us E "U a ENGINEER� F) m Nick Mazzaferro P.E. I PO Box 57,Greenport,NY 11944 1 (T)516 457 5596 (E)nickmazzaferro@verizon.net S25°43'70"E— } 476.88' z1s ao' 69.91' >-Y6 4 166.89' zz fr� mo.14 Ti t' ii t $364'100 E ,� 9q3� k ' P _ I I � o� 366 84 c z� �- itssan'oo••w (� A. - --- � Address 6f a2\ T4xwTre =1� x o STEIN RESIDENCE Peter&Allison II O > 63417 County Rd,Greenport,NY 11944 0 m Description 239.18' _ I~ N28-18'20"W t —Nza=1s'so••w „�, - 1az.21' HOME REMODEL Z 0 w } ` Tw.r mT I Pr I d Department of Buildings- O Denial Request-08/13/2024 do z REVISION 1-6/16/2025 a Y z (� o z 1 m'j I O o 0 LOT AREA y _ LA O Y FOR REFERENCE ONLY Z ORIGINAL SURVEYPROVIDED SEPARATELY LOT AREA �. TOP OF BLUFF LANDWARD - ss4sr. [7] S x 1 M A-1 0 Survey ooaaPPko�a�aaMP GRAVEL / REVISION: 6/16/2025 ��d DRIVEWAY Building Department NoD Version ZBA2 t ^ Cp m j WDF F0 3 m 1.4'- SLT WuF EQUIP 4' WOOD EEN' 0LTf QQ� 219 00' C. 5 9?E GATE Consulting Architect/Designer jQ a GAR 22:3' SNOWDON II LTD (C' �5.2' 85 Willow Street#71 00. CLEARING \ + FRAM Orient,NY 11957 0 o GARA DAVID SNOWDON-JONES N (T)212 518 1818 (E)dsj@snowdon.us N j 0 22.: o Q$00 cEPR p^ �' F � I� z ENGINEER 47 0 coNick Mazzaferro P.E. ^ �� Q`00+� ! SjC F �yPL ( PO Box 57,Greenport,NY 11944 / (T)516 457 5596 47 \ i\ (E)nickmazzaferro@verizon.net 1` GATE _ i �K WOOD EEN. ` i � DEv \ \ � ;. \ -- - �� CLEARING Address 'AX LOT 18 STEIN RESIDENCE d6 SS Peter&Allison > x 63417 County Rd,Greenport,NY 11944 do Description o v HOME REMODEL Depart' entot s Denial Request-08/1 /2024 � � ✓�� REVISION 1-6/16/20/16/2025 ` C 3' N'Ir FEN 3 PkoEE,ti _N24019'50"W _ " 182.21' E o,Eo WIR +3.0 S — M E A-2 Site Plan Scale 1/8"=1'0" p REVISION: 6/16/2025 T So U ivr,i Building Department NoD Version ZBA2 LON l L�� tA060 v o W 0 Consulting Architect/Designer SNOWDON II LTD 65 14' 85 Willow Street#71 Orient,NY 11957 1000-40:1-1& DAVID SNOWDON-JONES (T)212 518 1818 Acreage 1.34 (E)dsj@snowdon.us - sry� Low Density ENGINEER ti s ry m Residential e. _ Nick Mazzaferro P.E. Protected PO Box 57,Greenport,NY 11944 6 1� (T)516 457 5596 (E)nickmazzaferro@verizon.net :2SE One Family Year- } Round Residence —� ( �-- q m � a�� .,a .£`o _( F ter, R-80 ----( a yY Z 0.00 Sec ash t e _s 0.00 Address Tida'' � 0.00 STEIN RESIDENCE �,a S Peter&Allison 63417 County Rd,Greenport,NY 11944 t ZONING CHART Arl'cIe XXXVIR tlenaal Dwell ng SzeLmifs LOT ARE A:53112fi9 BUILDABLE LOT SIZE.31,936.54 SO.FT [Atltletl 10132022 by L L N. 02022 Description EXISTING HOUSE 2,133 SOFT entletl i2 320226y LLN i&2022] P t EXISTING GARAGE-53]SO.FT §280207M g fl .area fa..ea tlent al tlwell nga n R 80 D f EXISTING Poor4]6SOFT HOME REMODEL _ TOTAL:3,146 COVERO.AGE. A Max gross iloorarea(GFA).The gross floor area sb all q X LOT COVERAGE:9,8% etl the permnetl square footage calculatetl as follows. i - aa�ms nonta'nng upm 40000 square rest o tares 4aso De artment of Buildings- _ PROPOSED HOUSE:3,135 SOFT square feet plus T 5% the lot aree'n exoessof30000 p O EXISTING GARAGE:fi3 SOFT squarefeeturt oatotalof5100 square feetmaxmum Denial Request-08/13/2024 1 p4 ` - EXISTING POOL:476 SOFT (e)Lots upto 80000 square feet oflot areas 100 square feet TOTAL:4,148 SO FT plus 5%.th I of40000 square feet up toe REVISION I-6/16/2025 I LOT COVERAGE:12,98% Utal of]100 square f / : PERCENTAGE INCREASED LOT COVERAGE:{f 3,18% (2)1n tleterm g the max,mum re—fled gross floor area the follow ng p— h II apply_ g as the EXISTING GROSS FLOOR AREA 2,425 SOFT oar)parteltlefnetlasbultlablelaetlmea,„s.haptereree ofe lot x _ PROPOSED GROSS FLOOR AREA:4,494 SOFT ALLOWABLE GFA PER BUILDABLE LOT:4,495 SO FT 1223g Bs [ EXISTING EXISTING HOUSE .2 sS SAKI ` FRONTVARD SET BACK:141'2" -��, �� REAR VARD SET BACK:OFF' -" - S oATE. oz, ZT 959'9720'"tp- 60 pp SIDE VAR D SET BACK EAST:52' 1.. auocECTu SIDE VARD SET BACK WEST:12F" PROPOSED ` F DISTANCE TO PI ER LINE EAST:49'2" DISTANCE TO PIER LINE WEST:57F" ` FRONT YARD SETBACK.10310" m (4 REAR YARD SET BACK.7FY + /( SIDE YARD SET BACK EAST:49' G/ I j�Q ZP ,- , -` SIDE YARD SET BACK WEST I4'3" 11 LL 11�j71 -ROAD —F o A-3 Site Plan Trustees NORTH -ROAD Reduced to Fit Page o 6nwuovnL enma REVISION: 6/16/2025 - — Building Department NoD Version ZBA2 Consulting Architect/Designer SNOWDON II 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 o Floor 0 Plan View Floor 1 Plan View 3/16 in = 1 ft 3/16 in = 1 ft ---- Address STEIN RESIDENCE Peter&Allison 63417 County Rd,Greenport,NY = 11944 Description --- HOME REMODEL _ _________ Department of Buildings- Denial Request-08/13/2024 REVISION I-6/16/2025 ------------------------------------- ------------- ------------------------------------ o Floor 2 Plan View ,ram Roof Plan View U3/16in = 1ft 3/16in = 1ft —E A-1.1 Existing Floor Plans OScale 3/16"=VC)" oosnwuovn�enma REVISION: 6/16/2025 Building Department NoD Version ZBA2 7r--- 10% Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 T r�,3T_� T ` Orient,NY 11957 DAVIDSNOWDON-JONES °°RFNs_,s,F°°R (T)212 518 1818 °°�H°FHs°—N°u,�°N � °°�H°FHs°1�N (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 1— N. °R °"°" (T)516 457 5596 (E)nickmazzaferro@verizon.net Exterior Elevation Front 1/4 in = 1 ft -7- --�� Address STEIN RESIDENCE Peter&Allison T T T T T T ! T T 63417 County Rd,Greenport,NY 11944 °""° "°°N Description HOME REMODEL i1 Department of Buildings- Denial Request-08/13/2024 1— a °R FLOOR REVISION 1-6/16/2025 17 Exterior Elevation Back 1/4 in = 1 ft —E A-1.2 Existing Exterior Elevation Views OScale 1/4"=1'0" oosnwuovn�enma REVISION: 6/16/2025 s Building Department NoD Version ZBA2 1-NI Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 P Orient,NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 1111LIN°1 °u, (E)dsj@snowdon.us ' ENGINEER Nick Mazzaferro P.E. FL 11Ns„_—NOHiON PO Box 57,Greenport,NY 11944 (T)516 457 5596 (E)nickmazzaferro@verizon.net Exterior Elevation Left 1/4 in = 1 ft Address T STEIN RESIDENCE Peter&Allison 63417 County Rd,Greenport,NY °R —11 11944 Description T HOME REMODEL Department of Buildings- FLOORFNSH-15i FLO°R Denial Request-08/13/2024 REVISION 1-6/16/2025 Exterior Elevation Right U1/4in = 1ft A-1.3 Existing Exterior Elevation Views OScale 1/4"=1'0" oosnwuovn�enma REVISION: 6/16/2025 Building Department NoD Version ZBA2 �a a Consulting Architect/Designer SNOWDON II LTD ' — 85 Willow Street#71 Orient,NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 r (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P.E. Elevation 5 Elevation 6 PO Box 57,Greenport,NY 11944 E5 1/4 i n = 1 ft E6 1/4 in = 1 ft (T)516 457 5596 r--�First Floor Garage (E)nickmazzaferro@verizon.net U1/4in = 1ft Address STEIN RESIDENCE Peter&Allison 63417 County Rd,Greenport,NY 11944 Description HOME REMODEL I i Department of Buildings- { Denial Request-08/13/2024 ' REVISION 1-6/16/2025 Roof Plan View E7 Elevation 7 ES Elevation 8 D1/4in = 1ft 1/4in = 1ft 1/4in = 1ft w A-1.4 Existing Garage 0 Scale 1/4"=1'0" oosnwuovn�enma 8 v REVISION: 6/16/2025 Building Department NoD Version ZBA2 \� \ L \I :k Consulting Arch itectlDesigner LTD \� WD N II Imo. 11E 1 85 Willow Street 7 Ell 'T Orient,NY 11957 �— \1\ DAVID SNOWDON-JONES 01 Ilul \ (T)212 518 1818 (E)dsj@snowdon.us g " \\ ENGINEER 'd \� Nick Mazzaferro P.E. \\\\ MM R, \\ PO Box 57 Greenport NY 11944 (T)516 457 5596 (E)nickmazzaferro@verizon.net i INS` Q \moo O\\ Address t---1 STEIN RESIDENCE w --1 --1 Peter&Allison -- - 63417 County Rd,Greenport,NY \\ L F. 11944 4\\ ' ON— Description \\\ y HOME REMODEL \\\ \ Department of Buildings Denial Request 08/13/2024 \ \\ \ REVISION 1-6/16/2025 °eaw�spq� r � ' —E. A-1.5 Floor Plans Proposed ,Floor 0 Plan View DDBAPP—L I-P Scale 1/4"=1'0° �1/4 in = 1 ft Q 8 v REVISION: 6/16/2025 Building Department NoD Version ZBA2 El \�\\ � A Consulting Arch rtectlDestgner \\ \\ SNOWDON II LTD R o- V�' \ 85 Willow Street#71 \O� Orient,NY 11957 \\ %N111kes (T)21 S18 1818 -JONES \ (T)212 518 1818 0 0 \ V. \ � (E)dsj@snowdon.us ^ \\ \\ ENGINEER tl \\\\\\\\ Nick Mazzaferro P.E. \�\ PO Box 57,Greenport,NY 11944 ° (T)516 457 5596 (E)nickmazzaferro@verizon.net V. \ \\ l- `\ Address �\ o _ o STEIN RESIDENCE \ \ R o u Peter&Allison o- El63417 County Rd,Greenport,NY 0 11944 CD VS.\\\\\\ ript' \O \\O h_ ❑ Description O El � f' HOME REMODEL ma,\ \\ \\ c Department of Buildings Denial Request 08/13/2024 \\ \ REVISION 1-6/16/2025 0 A-1.6 OFloor Plans Proposed ,Floor 1 Plan View nwuovnL enma Scale 1/4"=1'0" oos �1/4in = 1ft 8 v REVISION: 6/16/2025 Building Department NoD Version ZBA2 n� finer Consulting rchitect/De — _ \\` 1 LT\ \\ SNOW ON II od- \ Or Willow Street#7 Orient,NY 11957 DAVID SNOWDON-JONES a o \ T 212 518 1818 \ (E)dsj@snowdon.us \\ ENGINEER o Nick Mazzaferro P.E. 0 ZP ° PO Box 57,Greenport NY 11944 = o \\\"�� (T)516 457 5596 a„ n (E)nickmazzaferro@verizon.net i C R fi F. =oO =ldl 4\\\�� Alkk '\ --F= ElPRIIM o � \ �\ Address \ o STEIN RESIDENCE \\ \ O O O O Peter&Allison „o _ ,_ „0 63417 County Rd,Greenport,NY \\ � 11944 \\ Description HOME REMODEL ' Department of Buildings- ..�; Denial Request-08/13/2024 ossr REVISION 1-6/16/2025 \\ jI - ca av"a eroreoom .x / FT TOT'Ll xa,rvr A-1.7 Floor Plans Proposed ,Floor 2 Plan View ooaAPPreo A s,AMP Scale 1/4"=r0° �1/4 in = 1 ft Q 8 v REVISION: 6/16/2025 Building Department NoD Version ZBA2 Consulting Arch itectlDesigner \ SNOWDON II LTD 85 Willow Street#71 �\ \ Orient NY 11957 DAVID SNOWDON-JONES \ (T)212 518 1818 \ (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P.E. \dM1 \\\ PO Box 57,Greenport,NY 11944 \ (T)516 457 5596 (E)nickmazzaferro@verizon.net F. --F \ \ __1 ITI \ \ { `\ Address STEIN RESIDENCE ME ;. Peter&Allison 63417 County Rd,Greenport,NY „a 11944 06 \ \\\\ \\\ Description - HOME REMODEL \\ MILL Department of Buildings Denial Request 08/13/2024 REVISION 1-6/16/2025 on.E znzrs ow,m me a cHECKEos oe� -LE ns m Eo A-1.8 Floor Plans Proposed Attic/Storage Plan View ooagpp ,s M1 Scale l/4"=1 0 ko�q��1 44 in = 1 ft Q REVISION: 6/16/2025 Building Department NoD Version ZBA2 \\\ Consulting Arch itectlDesign er \�\ SNOWDON II LTD \ 85 Willow Street#71 _ \ Orient,NY 11957 \ \aimp vanDAVID SNOWDON-JONES K (T)212 518 1818 (E)dsj@snowdon.us ENGINEER \\ Nick Mazzaferro P.E. \ \\ _ A \, PO Box 57,Greenport,NY 11944 (T)516 457 5596 (E)nickmazzaferro@verizon.net \\ --- { o\\ INS \\\\\\ \ Address - -_- __--- _-- _ STEIN RESIDENCE s Peter&Allison 63417 County re p Y \!_ 11944 \0 Description HOMEERE REMODEL Department of Buildings- \\ \ Denial Request- O REVISION 1-6/16/2025 024 /2025 A-1.9 Roof Plan Proposed Scale1/4"=r0° Roof Plan View ooaaPPko�aLaaMP �1/4in = 1ft REVISION: 6/16/2025 Building Department NoD Version ZBA2 \ \\\ Consulting ArchitecUDesigner RF,R VIM SNOWDON II LTD R-IR „R \\O\\\\\\ t 85 Wlllow Street#7 Orlent NY 11957 \ DAVID SNOWDON-JONES NGI \ \ (T)2125181818 �\ \ (E)dsj@snowdon.us n R—IR „R \\ ENGINEER \ \ \\ \\\ Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 \ (T)516 457 5596 (E)nickmazzaferro@verizon.net 0 --F- \ \ i 1,04 i Address STEIN RESIDENCE \�\ Peter&Allison \ 63417 County Rd,Greenport,NY p 11944 \\NNIF \ \\\\\\ \\\\ Description 1��\ \ HOME REMODEL \\\ \ Department of Buildings Denial Request 08/13/2024 REVISION 1-6/16/2025 40 SL 40 n Framing, Roof A-1.10 Roof Framing Plan '1/4 in = 1 ft 0 Scale 1/4"=1'0" oosnwuovn�enma REVISION: 6/16/2025 Building Department NoD Version ZBA2 A% Consulting Architect/Designer VOW— SNOWDON II LTD \ 85 Willow Street#71 Orient,NY 11957 \ \ DAVID SNOWDON-JONES 0 (T)212 518 1818 � (E)dsj@snowdon.us \\ \ \ \\\ ENGINEER �� 161 � Nick Mazza fro P.E. PO Box 57,Greenport,NY 11944 �\ L (E)nickmazzaferro@verizon.net IS&-, hk 0 %k VILL \\\ \ IFT RN, WOOL& --1 \~ ---i Address V� \ STEIN RESIDENCE Peter&Allison O\\ \\\ re p \\\\ \ 63417 County Rd G en ortY N \ \\ 11944 Description 10�o� \ HOME REMODEL Department of Buildings- Denial Request-08/13/2024 \\ \ REVISION 1-6/16/2025 �_ 3 m First Floor Framing, Floor A-1.11 Floor Framing Plan �1/4 in = 1 ft OScale 1/4"=1'0" —111—1 REVISION: 6/16/2025 Building Department NoD Version ZBA2 rusn ncwc rva \\\ \ \\\\\\ t Consulting Arch ltect/Designer F; s I SNOWDON II LTD \\ \ 85 Willow Street#7 Orient NY 11957 \ DAVID SNOWDON-JONES (T)2125181818 (E)dsj@snowdon.us \\ \ \ \\\ ENGINEER ��❑� Nick Mazzaferro P.E. jN IRT 'U4 �� \AA\VV� PO Box 57,Greenport,NY 11944 \\\ (T)516 457 5596 \ (E)nickmazzaferro@verizon.net L _ \ ,-IF- MR- rvP 711001k MOM moo\ g"g {_, �1. o Address ❑ STEIN RESIDENCE \ \\\ ❑ ❑ Peter&Allison 63417 County Rd,Greenport,NY \�� 11944 ww \ �� Description HOME REMODEL \-\\\ Department of Buildings- Denial Request-0024 \\ \ REVISION 1-6/16/2025/2025 MUM m 40 ,--,Second Floor Framing, Floor A.1.12 Floor Framing Plan \'�1/4 in = 1 ft 0 Scale 1/4"=1'0" oosnwuovn�enma REVISION: 6/16/2025 Building Department NoD Version ZBA2 Consulting Architect/Designer V � � SNOWDON II LTD gff \\\ 85 Willow Street#71 Orient NY 11957 go DAVID SNOWDON-JONES (T)212 518 1818 Ak (E)dsj@snowdon.us e ° ENGINEER MI Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 nrr --------------- (T)516 457 5596 (E)nickmazzaferro@verizon.net c :a o F o \0\ �\ Address lgmmgmg �� STEIN RESIDENCE mmmg�plgm \\� Peter&Allison \ \ � -- 63417 County Rd,Greenport,NY 11944 \ \ \p \\\ \\\ _ Description \\\ \ HOME REMODEL \\ Department of Buildings p Denial Request 08/13/2024 \ \\ � REVISION 1-6/16/2025 \ �\\ Odll -m � ll ow,m me sr vn SL cHecKeo sv oe� Attic Framing, Floor A.1.13 Floor Framing Plan --�1/4 in = 1 ft OScale 1/4"=1'0" oosnva—enma REVISION: 6/16/2025 Building Department NOD Version ZBA2 Consulting Architect/Designer QD nQQR CCHFnul F WINnf1W CCHFnIII F SNOWDON II LTD # FLR. OTY ROOM SIZE RIO DESCRIPTION # FLR. OTY ROOM SIZE GI l ING TYPE DESCRIPTION RIO AF.F. H.H. EGRESS COMMENTS 85 Willow Street#71 �D, , , LNINGB DINING ROOM 6,090 ,06,2"H,08,2" MU=EDUNITVINVL "W1 0 , BSMM 3030SC DOUBLE PANE WITH LOW£SINGLE CASEMENT L ANDERSEN 400SERIES 36,2"H36,2" 48" D OSLA 2 , , GARAGE 30]OREH 38"H6]" EM.HINGEB W2 0 2 BSMMN M H NSPECIFIED ,6]OSC DOUBLE PANE WITH LOW SINGLE CASEMENT-L ANDERSEN 4005ERIE5,e,/2"H84,/2" 0" I e!" D3 RAGE P R „o 6, GARAGE WESTFIELD SOLID I -W3 0 , BATH NRNRSC DOUBLE PANE WITH LOWS— HLANDERSEN4 SERIES 361361a 46 Orient,NY 11957 n D4 , , —ROOM 6oRIN 3o,axss,a HINGED SLAB W4 , , POWDER ROOM oGC DGUBLEPANEWITHLGWf SINGLE CASEMENTHLANDERSENaooGERIEG ao,axas,a as ss DAVID SNOWDON-JONES 26H _ (T)212 518 1818 D6 , , HALUFAMI ROOM 34H R .X.111 HINGED SLAB 6 , 6 BATH L ROOM DD 1 2 LIVING I DINING ROOM — — SLIDER GLASS PANEL ANDERSEN 41— W, 1 2 -RAGE M48SC DOUBLE PANE WITH LCSV E SINGLE CASEMENT HL ANDERSENSERIES 4 09 G ROOM;UNSP:�1:'1::D SLIDER GLASS PANEL ANDERSEN SERIES R SERIES 4D 1,2 XN8 11 11 1 1 2 LIVING&D:N 1.R L IN 14 X11 R 11 1 1 VHBN 344RSC DOUBLE PANE WITH LOW E SINGLE (E)dsj@snowdon.us — 1 1 _NG&D INR R IN 14 X11 R 11 SLIDER GLASS PANEL ANDERSEN SBS W� 1 2 LIVING&DINING ROOM — DOUBLE PANE WITH—B SINGLE CASBMBNT HL ANDERSEN 411 D , ADNNGRGGMDEGK INRRIN SLIDER GLASS PANEL 3434SG ,Iz11 D,z o , BSMNT,�ATH "'°"; HINGED SLAB W°z ; OPEN BELOW 6 6, DOUBLEPANEWTHLOWEMULLEDUNTVNYL 631I6 I,z 611 oW13 3 1 VAULTBD CE 2,2'AW DOUBLE PANE WITH LOW E SINGLE AWNING ANDERSEN 411 SERIES — ENGINEER V434SC DOUBLE PANE WITH LOW E SERIES 1 1 261D L IN 3R 1111 HINGED SLAB W14 1 1 PANTRY 3441SC DOUBLE PANE WITH LOW E SINGLE CASBMBNT HL AND:RS:NN RIES 4 Nick Mazzaferro P.E. 1 1 KICH—PANTRY HINGED SLA Wil 1 1 POOL CABANA M48SC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL AND 411S D11 1 1 POOL CABANA PX 3� HINGE—B W16 1 1 UNSPECIFIBDALCING&DINING ROOM I SERIES 4111 X21 11 1 21 PO Box 57,Greenport,NY 11944 1 1 POOL CABANA R EX 62 XN DOUBLE HINGED GLASS PANEL W�'22 2 ALLISON S OFFICE DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSEN 4DR—S 4 - (T)516 457 5596 nickmazzafefro verizon.net E 1DLIN 3R11 EM-HINGED SLAB Dzo, , WR „ B P z BELGBEDROOM DGUBLEPANEWTHLGWE GNGLECAGEMEN oGEREG HLANDER EN4o 4o,ax4o,a 60 ( ) @ Dz 2 1 ALLISON S OFFICESALLIS — — —1 SERIES -1 2 1 HALL V434SC DOUBLE PANE WITH LOW E SINGLE CASBMBNT HL ANDERSEN 411 SERIES IS 2 1 ANNABEL S BEDROOMIBALCONY — — MULLED UNIT VINYL -1 2 1 BATH 4 NRMSC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSENSER .4 2 1 H VHALL 2668 L IN 3R 1111 HINGED SLA -3 2 1 GUEST BDRM V434S1 DOUBLE PANE WITH LOW I SINGLE IASIMINT HL ANDERSEN 411 SERIES 4111 X41 11 41 11 2 1 24H L IN 28 1,2 X96 1,2 HINGED GIS PANEL -4 2 1 L SHCHSC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSENS-S 4 DI YES 41 W= 2 , BATH 4.1C :6,oRN 30,1:><64,I: NGEDSLAB , MSTRBA DGUBLEPANEWTHLGWESINGLE CASBMBNTHLANDERSEN400SEREs,3 2 , DALANSBEDROOMIHALL :666RN 3o,a><so,a NGEDSLAB 6: MSTRBDRM DOUBLE PANE WITH LGWE GNGLBCASBMBNT LANDBRSBN400SERIES 4o,a 4o,a 40 so r:Dzs z DALAN BBEDRGGMIHALL z666RIN — HINGED SLAB a Wz,z 1 MBTRBDRMIBALGGNr 346oBG DGUBLEPANEWITHLGW-E BINGLEGABEMENT-HLANDERBEN400BERIEB— DZP o , 26H R IN 3D 1,2 X96 1,2 HINGED SLAB Wzs z I OPEN I � � D3R 2 1 GUEST BDRM/HALL HINGED SLAB 2 1 34C SINGLE CASEMENT HL ANDERSEN 4DR—S 4 W D31 2 1 HALLIALLISON S OFFICE 211R IN 3R 1111 HINGED SLAB W3R 2 1 GUEST BDRM V434SC DOUBLE HID ANDERSEN SERIES 4R 11 X4R 11 41 11 YES D32 2 HALLIHALL 2668 R IN 3D 1,2 XH 1,2 HINGED SLAB W31 1 2 LIVING&DINING ROO -SC DOUBLE HL ANDERSEN SERIES 4R 1111 11 1. D33 2 HALUCLST I—UR IN W32 2 2 STRG M48SC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSEN SERIES 4 42 -A 2 HA-I C 261D L IN 3R 1111 HINGED SLAB W33 2 2 STRG VIIRSC DOUBLE PANE WITH LOW E SINGLE CASEM HL ANDERSEN SERIES 4D 1,2 SIR 1,2 11 12R 2 LNDRIHALL 2668 L IN 3D 1,2 XH 1,2 HINGED SLAB W34 2 1 WIC 3434SC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSEN 4DR—S 4 2 MSTR BAIMSTR BDRM —IN 3R 1111 HINGED SLAB W31 3 3 ATTICISTORAGE 2R2RAW DOUBLE PANE WITH LOW E SINGLE AWNING ANDERSENSERI ®W 2 1 MSTR SAW I C — — HINGED SLAB 2 2 DYLAN S BEDROOM 3434SC DOUBLE P-E SINGLE CASEMENS 4D 1,2 X4R 1,2 4D 11 — CHR 2 1 MST IDDR L IN M2 X.11 S 2 1 BATH 2 3434SC DOUBLE PANE WITH LOW E SINGLE CASBMBNT HL ANDERSEN 411 SERIES 41 11 R=O' VAR 3 1 343RFX DOUBLE PANE WITH LOW E FIXED GLASS ANDERSEN 40R SERIES 1 31 — Address — R 1 26H L IN 3D 1,2 X96 1,2 HINGED SLAB W41 1 1 MUD ROOM—CK 344RSC DOUBLE PANE WITH LOW E SINGLE CASEMENT HL ANDERSEN SERIES 4 48 11 STEIN RESIDENCE Peter&Allison D41 1 1 POWDER ROOMISHWR — — HINGED GLASS PANEL 63417 County Rd,Greenport,NY NGBD GLASS PANEL 11944 1 BSM—SPECIFIED 12 DOUBLE HINGED GLASS PANEL Description HOME REMODEL Department of Buildings- Denial Request-08/13/2024 REVISION 1-6/16/2025 A-1.14 Windows&Doors Schedules 0 Nil PIUI ovnL eTnMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 „a „a �+llty LTDer Consulting Architect/Design Lul SNOWDON II r, r, 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 r,- (T)516 457 5596 (E)nickmazzaferro@verizon.net E Exterior Elevation Front —� U 3/1 6 in = 1 ft Address STEIN RESIDENCE Peter&Allison 63417 County Rd,Greenport,NY - - 11944 Description — -- �;, HOME REMODEL Department of Buildings- E Y Denial Request-08/13/2024 7 o- Z REVISION 1-6/16/2025 r I _ r Exterior Elevation Back U3/16in = 1ft A-1.15 Proposed Exterior Elevation Views OScale 3/16"=1'0" oosnwuovn�enma REVISION: 6/16/2025 Building Department NoD Version ZBA2 Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 Orient,NY 11957 DAVID SNOWDON-JONES (T)212 518 1818 (E)dsj@snowdon.us J 'J ENGINEER Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 (T)516 457 5596 (E)nickmazzaferro@verizon.net �1 Exterior Elevation Left 3116in = 1ft { Address r, STEIN RESIDENCE Peter&Allison J` 63417 County Rd,Greenport,NY 11944 Description T r HOME REMODEL Department of Buildings- Denial Request-08/13/2024 REVISION 1-6/16/2025 E Exterior Elevation Right �� 3/16 in = 1 ft A-1.16 Proposed Exterior Elevation Views OScale 3/16"=VC)" oosnwuovn�e nma REVISION: 6/16/2025 Building Department NoD Version ZBA2 Consulting Architect/Designer SNOWDON II LTD G_IILA 85 Willow Street#71 Orient,NY 11957 DAVID SNOWDON-JONES (E)dsj@snowdon.us ENGINEER Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 (T)516 457 5596 (E)nickmazzaferro@verizon.net 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 -�q Peter&Allison 3) A 63417 County Rd,Greenport,NY 11944 Description a ° e HOME REMODEL t. Department of Buildings- Denial Request-08/13/2024 REVISION 1-6/16/2025 � = S 3 L = S S - � Z E6 Elevation 6 3/16in = 1ft A-7.77 Proposed Sky Plane Elevation OScale 3/16"=VC)" oosnwuovn�e nma REVISION: 6/16/2025 Building Department NoD Version ZBA2 e 000FaooF a"s,R��r off Ho,� 'T T. o1T.'ao �-- �-- °`"" Consulting ArchitecUDesigner „r o SNOWDON II LTD Hill 85 Willow Street#71 ° � �` � Orient,NY 11957 DAVID SNOWDON-JONES I 0 (T)212 518 1818 Section 1 (E)dsj@snowdon.us 1/4 in = 1 ft ENGINEER Nick Mazzaferro P.E. PO Box 57,Greenport,NY 11944 — uR11'DIN111—N 111N R 21 (T)516 457 5596 DL (E)nickmazzaferro@verizon.net os�. S1 Section 1 sRUH 6 oN� 3/16 in = 1 ft Pu,1 �uok R o00 �� oo�oR� I1T a1R U D —' -- -- � ,,.IXI P '' 6asPmPnt Foundation Iprint at r'=t 5 v ress STEIN RESIDENCE 3 Peter&Allison 63417 County Rd,Greenport,NY 11944 Description Denial Request /2024 REVISION 1-6/16/20/16/2025 TO L G S2 Section 2 3/16in = 1ft A-1.18 Proposed Section Views I 0 Scale 3/16"=1'0" oosnva—e M1 REVISION: 6/16/2025 Building Deparlment NoD Version ZBA2 A Consulting Architect/Designer SNOWDON II LTD 85 Willow Street#71 b �o 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 S3 Section 3 3/1 6 in = 1 ft Address 7m STEIN RESIDENCE Peter&Allison -- �= 63417 County Rd,Greenport,NY 11944 Description HOME REMODEL Department of Buildings- Denial Request-08/13/2024 -0- o -0 -0 REVISION 1-6/16/2025 O o O O 0 O S4 Section 4 A-7.79 Proposed Section Views 1/4 In = 1 ft OScale 3/16"=VC)" oosnva—1