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HomeMy WebLinkAbout47156-Z a � � Co W SHEET DESCRIPTION A001 TITLE SHEET A002 GENERAL NOTES A020 SITE PLAN - EXISTING A021 SITE PLAN - PROPOSED x A030 DEMOLITION PLAN - BASEMENT A031 DEMOLITION PLAN - GROUND FLOOR N A032 DEMOLITION PLAN - SECOND FLOOR 0 © A100 CONSTRUCTION PLAN - MAIN HOUSE - GROUND FLOOR A101 CONSTRUCTION PLAN - MAIN HOUSE - GROUND FLOOR A102 CONSTRUCTION PLAN - MAIN HOUSE - SECOND FLOOR A201 EXTERIOR ELEVATIONS - WEST A202 EXTERIOR ELEVATIONS - SOUTH A203 EXTERIOR ELEVATIONS - EAST A204 EXTERIOR ELEVATIONS - NORTH A501 WINDOW SCHEDULE A502 WINDOW SCHEDULE E101 ELECTRICAL PLAN - GROUND FLOOR E102 ELECTRICAL PLAN - SECOND FLOOR P101 PLUMBING RISER DIAGRAM PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALD I N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 AtWALD [ N F[0 jm"' E N L 0294 TAX MAP NO . 1000 SECTION 5 BLOCK 2 LOT 10 . 12 OP NF-\,N N N 2875 CASTLE ROAD TITLE SHEET w N W FISHERS ISLAN DM EW YORK 06390 z DISTRICT R- 120 .A-001 0 PROJECT: 338 GENERAL NOTES CODE ANALYSIS a a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. v WALDIN RESIDENCE - FISHERS ISLAND 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) H CODE OF NEW YORK STATE. RIDGE: EXISTING TO REMAIN TABLE R301.2(1) � TYPE OF CONSTRUCTION: TYPE 5 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA v 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Line Design Underlay Flood Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 45 130 B Severe 36" to Heavy Moderate 11B Yes N/A SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 130 MPH WIND SPEED CATEGDRY. x 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO TABLE 402.1.1 INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE C146. ALL REQUIRED PERMITS SHALL BE OBTAINED AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WTH ALL VALUES REQUIRED INSPECTIONS AND SIGN OFFS. INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH R-VALUE AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M. 4 0.32° 0.55' 49 20 8/13 19 10/13 10, 2ft 10/13 CONSTRUCTICN NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAFACITY RIDGE SIMPSON LSTA 24 @ 16 O.C. GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER HTS 28 @ 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT S TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY BUILTFASTENERS POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. LSAT 30 - 3 FT 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LEN3TH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MSTI 72 - 16 FT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT NTERMEDIATE TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 @ 16 O.C. IN ACCORDANCE WITH THE SPEC. HEREIN. OF THE W.F.C.M. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2)4" LONG vIIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHAL_ BE 4" O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM) PERMIT REVISION 11.16.21 EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PERMIT REVISION 10.18.21 PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. PERMIT REVISION 09.27.21 INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: PERMIT REVISION 08.02.21 VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER PERMIT SET 04.15.21 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. FLOOR DIAPHRAGM BRACING: CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' D.C.. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: WALDIN PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP 28�75OCASTO LE ROAD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIIAUM OF THREE FISHERS ISLAND,NEWYORK06390 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. COLLAR TIE TO RAFTERFACE-NAILED EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. ( ) 8-8d PER TIE TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. PROPERTY LINE 1 > PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD '16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. '17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD - - CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 01 BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 '18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING A401 DETAIL REFERENCE ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I9 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION 102 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST �REp qf?,C UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. k�2 .40 01 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END SECTION REFERENCE ��" �� 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING A211 OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 WINDOW TAG BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END {r* y ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND 1 INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK -1 29Q�� p� M HVAC DUCTWORK ECT. ELEVATION TAG 16,OF N��y THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE OZ N DRAWINGS. 01/A-2C1 EXTERIOR ELEVATION JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST GENERAL NOTES w 92. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS ANDt REVISION CLOUD RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 01 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT Z 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 04 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING A-002 o BEING DONE. F9 WALL SHINGLE �?4. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. PROJECT: 338 03 a W N 324. 91 E 1 157.47 x 4 MERESTONE I / / (FOUND) N/F EDWARD & LESLIE I O STONE WALL-----w' McELWEATH P o. MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE 30,E 2,730'f TO I /�'pj� `S�0� BURIED 1 EAST MAIN ROAD I / F` YqPP OPANE NK MERESTONE / —FEN-E GARDEN ' G� / FENCE N 229.90 STONE WALL E 9 75. 6 9 c COQ S. (01)" / / POOL EQUIPMENT Q� I �Q / EIDENO EXISTING RESIDENCE ) WELL OPOOL / HOUSE oFci- EXISTING \ RESIDENCE 1: oll Pc, O �Q \ Q F�� C) \ / O FENCE I / \ OR, Q ``/ �J/ \ / / PERMIT REVISION 11.16.21 HILLARY SCHAFER FENCE 'oo, `O/ �O�j PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 `P O PERMIT REVISION 08.02.21 \70 PERMIT SET 04.15.21 \ \ WALDIN \ \ / PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 APPROXIMATE O HIGH WATER �4v Qj \ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 ARc, ti 04 Z 0)�T 029A�' rr cn O x FOF NES y N / N N EXISTING SITE PLAN W 'zz 01 S32TE1PoLAN A-020 0 PROJECT: 338 U a a \ U H \ I I I N 324. 91 E 1 157.47 x z MERESTONE (FOUND) N/F I I EDWARD & LESL'E O STONE WALL' McELWEATH P MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE 2,730'f TO I �lr BURIED _ 1 EAST MAIN ROAD I // �` )q� PROPANE PR / � -`FENZE GARDEN 1 MERESTONE FENCE ]0 N 229.90 E 975. 69 �STONE WALL 6°i `pQ Q�Q/ 4D EXISTING POOL EQUIPMENT I EXISTING If XI�TIN 1Al f ESIDENCE'I // / 0 WELL / EX::, V z :POOL HOUSE FI I IIP' F NEW iXISTING BAY \ RESIDENCE W/ WIN. / 4 MINOR 1' ALTERATIbN l07 i, O / FENCE / NIF HILLARY SCHAFER \`n0� / °O/ p4�/ ��/ \ / / PERMIT REVISION 11.16.21 \ \ / goo, `OQ O�j PERMIT REVISION 10.18.21 FENCE / O� PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 \ WALD I N \ \ / x PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 ' APPROXIMATE \ / O \ / HIGH WATER\ °R Q Qom' � X\ \ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 / \ ��RED at�oy M,F4 ,nn 4 v 029AEl ypQ� �F NE`N N / / N I 1 N PROPOSED SITE PLAN W / 01 SITE PLAN 1/32" = 1'-0" z A-02 .1 0 PROJECT: 338 U a W a H U W H U I- - - - - - - - - - - - � � I I I I I N I I o I © � I I � I I I I SLABON GRADE I I / I I r r 11 J I I DEMO FOR CMU COLUMN FOOTINGS LJ LJ UNFINISHED STORAGE UNFINISHED CRAWL SPACE UNFINISHED CRAWL SPACE PERMIT REVISION 11.16.21 MECHANICAL AREA PERMIT REVISION 10.18.21 II I PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 -- PERMIT SET 04.15.21 ---- ; UNFINISHED CRAWL SPACE / WALD I N POINT 2875 C 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / / / / / / / / / / / / / / / l/ SLAB ON GRADE / KINLIN RUTHERFURD ARCHITECTS, PLLC \ / 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 \ / NEW YORK,NEW YORK 10018 FAX (775)582-1736 \ / 029 OF IN N N DEMOLITION PLAN W N W BASEMENT z 01 DEMOLITION PLAN A-030 3/16"=1'-0" PROJECT: 338 a a a H U W H REMOVE STEPS REMOVE DOORS REMOVE WINDOW REMOVE WINDOW AND DOOR REMOVE WINDOW WIDEN EXISTING DOOR OPENING AND RAISE TO o HEIGHT OF TRANSOM N REMOVE WINDOW AND REMOVE WINDOW WALL BELOW TO FLOOR TERRACE 'I TO PREPARE FOR REMOVE ONE COURSE OF BRICKS NEW BAY WINDOW S ROOM TO ALLOW NEW SHINGLES TO FINISH FLUSH WITH EXISTING REMOVE WINDOW REMOVE WINDOW 1 \1 BREAKFAST ROOM — I I NEW OPENING FOR NEW WINDOW I LIVING ROOM REMOVE WINDOW BEDROOM 1 DINING ROOM I I I I I I I I Lil CL CL I CL CL I 1 i \\ REMOVE WINDOW / \�\ PERMIT REVISION 11.16.21 FOYER PERMIT REVISION 10.18.21 r PANTRY l ' BATH 1 //� PERMIT REVISION 09.27.21 FAMILY ROOM �> CL PR 1 PERMIT REVISION 08.02.21 O r STAIR i PERMIT SET 04.15.21 U3o PR 2 ---- -- WALDIN POINTPEQUOT LAUNDRY 2875 CASTLE MUDROOM \ ® ® FISHERS ISLAND,NEWYORK06390 r REMOVE WINDOW / / KITCHEN r GARAGE i KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ' EDA 029481; FBF NES N N w DEMOLITION PLAN N GROUND FLOOR W W x a z 01 DEMOLITION PLAN A-031 0 3/16"=1'-0" PROJECT: 338 U a a P-1 H U U w� a REMOVE WINDOW AND CREATE ENLARGED OPENING o REMOVE LAVATORY N REMOVE TOILET REMOVE TUB NEW OPENING FOR NEW WINDOWPRIMARY- - - - -- - - - y, -�T CLI ------------------ I BATH 11111 M11 LJI IL__ Ill X111 DRESSING ROOM BEDROOM 3 BEDROOM 4 REMOVE AND RELOCATE EXISTING PRIMARY BEDROOM i r - CL WINDOW TO PRIMARY BATH CL CL REMOVE EXISTING WINDOW HALL _ CL BATH 2 �\ BATH 4 CL CL \ CL \ C \ � ° I I I I I I I I I / BEDROOM 8 BEDROOM 5 PERMIT REVISION 11.16.21 ---- BEDROOM 7 BEDROOM 6 \ PERMIT REVISION 10.18.21 L BATH 3 PERMIT REVISION 09.27.21 ---- PERMIT REVISION 08.02.21 - \ _ PERMIT SET 04.15.21 WALDIN REMOVE WINDOW PEQUOT POINT 2875 CASTLE ROAD REMOVE WALL FISHERS ISLAND,NEW YORK 06390 / REMOVE WINDOW REMOVE CARPET / / / / / / / / / / / / KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ` D A/�C,y F M k 29g4��`�p4� OF NE`N N N DEMOLITION PLAN W SECOND FLOOR W x a O DEMOLITION PLAN A-032 0 2 3/16 =1 -0 PROJECT: 338 U a a CONSTRUCTION LEGEND TABLE R402.1.2 CIO W 0 NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ® EXISTING WALLS CRAWL U TO REMAIN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE SD SMOKE DETECTOR ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, co CARBON MONOXIDE R-VALUE R-VALUE R-VALUE DEPTH WALL R VALUE DETECTDR ® EXHAUST FAN HB HOSE BIB 4 0.32° 0.55° 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 z I i � I N cq © I I I I I I VIII VIII \ SLAB ON GRADE (IIII VIII I I NEW BAY WINDOW ABOVE I I 10" X 10" CMU COLUMNS VIII VIII WITH FOOTINGS BELOW VIII IIIII AND (3) 2X12 BEAMS ON TOP VIII (IIII I 04 UNFINISHED STORAGE / UNFINISHED CRAWL SPACE UNFINISHED CRAWL SPACE i ol ol i PERMIT REVISION 11.16.21 MECHANICAL AREA PERMIT REVISION 10.18.21 II i PERMIT REVISION 09.27.21 i;- PERMIT REVISION 08.02.21 -- — / � PERMIT SET 04.15.21 UP Q� Q G UNFINISHED — F`� WALD I N CRAWL SPACE PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / / NEW DUCT WORK HAS ALREADY BEEN INSTALLED IN BASEMENT. / THE SYSTEM NEEDS TO BE FINISHED. / THIS WILL INCLUDE AIR HANDLERS, CONDENSERS, GRILLES, AND POSSIBLE MODIFICATION TO THE DUCT WORK. / SLAB ON GRADE / KINLIN RUTHERFURD ARCHITECTS, PLLC \ / 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 \ / NEW YORK,NEW YORK 10018 FAX:(775)582-1736 IN 029�$1�0� OF NE`N N N CONSTRUCTION PLAN W BASEMENT con z 0 '4 01 CONSTRUCTION PLAN A-1.00 0 3/16"-1'-0„ PROJECT: 338 U a 01 A201 P-1 CONSTRUCTION LEGEND TABLE R402.1.2 rA U 0 NEW COIJSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 17- EXISTING WALLS :4 TO REMAIN CRAWL NEW WINDOW CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE IN MODIFIED OPENING NEW WINDOW U SD SMOKE DETECTOR WALL WALL R-VALUE WALL R-VALUE, IN MODIFIED OPENING OZONE U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE DEPTH WALL CO CARBON MONOXIDE R-VALUE DETECTCR ® EXHAUS- FAN HB HOSE els 4 0.326 0.55° 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 125 126 127 EQ. C—�V EQ. Cr'e EQ. C—* NEW WINDOW IN MODIFIED OPENING Z EXISTING TERRACE NEW CASING AT 124 0 TO REMAIN ` N • - - o NEW CANTILEVERED MODIFIED OPENING O w 1 N © BAY WINDOW . .- WIDTH TO MATCH SUN ROOM NEW SHIPLAP BOARDS 119 121 TERRACEON THROUGHUT, 123 ^• :-, 'W 1 SEEVALLS INTERIOR ELEVATIONS EXISTING . - - " <SUNROOM - -' - - - - - - - - NEW WINDOW o \/ / > U . 0 IN MODIFIED OPENING I 'i � __ - ... •, . ., . • .. � , •' � NEW STEPS NEW WINDOW r' �' \` / r' NEW WALLS TO REPLACE IN EXISTING OPENING I INTERIOR WINDOW AND DOOR 131 NEW WINDOW IN MODIFIED OPENING DINING ROOM s 117 109 M N I II II � NEW WINDOW — — — — — — — — — — - - LIVING ROOM IN NEW OPENING - - - - - - - - - - I 110 NEW WINDOW ' o IN EXISTING OPENING 11px I BEDROOM 1 NEW WALL Q II NEW MILLWORK o B EQ. B Lu 11, 3'-6" EXISTING WINDOW ---------- /TO REMAIN ---- -- Slo, -- r PANTRY s x CL 108 °' I I I I I I I I I I CL I -�� ^ \� CL CL NEW WINDOW / �\ IN EXISTING OPENING 0 132 PERMIT REVISION 11.16.21 FOYER �` EXISTING PERMIT REVISION 10.18.21 AT1 PANTRY \ / O° r�/ BXISTING /� PERMIT REVISION 09.27.21 FAMILY ROOM > CL PR 1 STAIR EXISTING O PERMIT REVISION 08.02.21 r r � 0 PERMIT SET 04.15.21 E-7---> r' 133 134 / LAUNDRY ® PWALDIN OEQUOT POINT MUDROOM �4. - - � 2675 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / r ITCHEN �/ NEW WINDOW r IN EXISTING OPENING EXISTING PORCH TO REMAIN � � r � r r r r GARAGE j KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 _D ARO 01 A203 y� 02941 O N F FIN y W CONSTRUCTION PLAN GROUND FLOOR O CONSTRUCTION PLAN A-1.0 .1 p 3/16 -1 -0 PROJECT: 338 U a CONSTRUCTION LEGEND TABLE R402.1.2 01 a2o1 w 0 En NEW CONSTRUCTIONINSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT H EXISTING WALLS TO REMAIN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL SD SMOKE DETECTOR ACE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALE co CARBON MONOXIDE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE DETECTOR ® EXHAUST FANLl HOSE BIB 1 11 4 0.32" 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 HB NEOW 7� q IN ENLARG DW OPENING NEW LAVATORY NEW WINDOW N IN ENLARGED OPENING 0 N © NEW TOILET NEW SHOWER NEW BAY WINDOW ROOF :P 05 205 206 N CIL PRI RY \_,) N - - - - - - - BAT I "� NEW WINDOW SEAT - - - - - - - 3-11" z, I \` � - - - - - - - - - - - - - - - - - -� o ,. �> ii � � DRESSING cLll 204 I', - - - - - - - - - - - - - - - 7/ 1 a s �\ \ ISO°,' ROOM PRIMARY BEDROOM z'-a" 203 N BEDROOM 3 NEW EGRESS WINDOWS i 201 I 4'-3j" -2'-a" z'-s - CL� BEDROOM 4 N 203 cLll NEW V-GROOVE TRAY CEILING I i' � o 19'-9J4" N N N N rc r NEW WINDOWa 1oj" HALL 1 IN EXISTING OPENING OL \ 202 STAIR BATH 2 O BATH 4 CL \ CL CL a° CL 1 1 1 1 1 1 1 NEW DOOR TO BATHROOM - NEW WINDOW I IN EXISTING OPENING PERMIT REVISION 11.16.21 BEDROOM 8 BEDROOM 7 BEDROOM 6 BEDROOM 5 PERMIT REVISION 10.18.21 0El ---- BATH 3• PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 \ 212 . 211 210 WALD I N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 i i NEW WINDOW i IN EXISTING OPENING i i i i 01 A203 i KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 i V:-D ARcti% x M 2 29�$ Q 0 N N CONSTRUCTION PLAN con W SECOND FLOOR z 0 CONSTRUCTION PLAN 2 A-102 0 PROJECT: 338 a01/A201 a H U W F- U 75, - - - - - i1 FROM TOP OF — N NK �- il; I \ \ I r I I i I i I �- r-- -- ------ r-77---------------- ---_-- -- ---- ---- -' -,-- � I r-- -i - 7-7-- -7 --- 1, p I I I - I I , , I I � I i I r , 1 i I i 100' FROM TO _ II P OF g�—FF — — r f _I U I II I I I N N` _ { I ; I 1r ,r , r , 41 / r PERMIT REVISION 11.16.21 I , I i I PERMIT REVISION 10 18 21 { PERMIT REVISION 09.27.21 , i I ; I PERMIT REVISION 08.02.21 I E L- - -- PERM T S T 04.15.21 -- - ----- -- ----- -- ------ --- - - -- ---- o , WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / / / / / / / / / / / / 01/A203 / / / KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 / D ARC 0 (V tV CONSTRUCTION PLAN F ROOF PLAN W W x a O 1 CONSTRUCTION PLAN A �L,03 3/16"=1'-0" PROJECT: 338 U a a a H U W H U N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE WALD I N ELEV. 30'-4" - - - - - - - -- - --- - - - - - - -- - - -- - -- -- - - --- - - - - - - PEQUOT POINT 2875 CASTLE ROAD I I ` FISHERS ISLAND,NEW YORK 06390 i.l I i i-.. ' I .�. i - , - J �-. I I-..a . .i ',. 'i -'i - '• ' T I -' 'L'_ '_ I ,i..l I ; �, 1 j j - �I i --- —r ® ij - I SECOND FLOOR F.F. KINLIN RUTHERFORD ARCHITECTS PLLC I L I 1 - I J t j330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 ? 1. ;.•�__ ( NEW YORK,NEW YORK 10018 FAX (775)582-1736 JLL] 'I HHH I A - R C I q E - G i ENTRYF.F. -- -- - ------ - - - -- - - - - - - -- -- - - --- -- - - --- - -- - - -- - - - -- -- - -- -- - --- - - - - - ----- JI } '� ELEV. 0'-0" 0 2 9 4 Q TF O� P4E`N� N N WEST ELEVATION W EXISTING O 1 WEST ELEVATION A-20 I I 0 PROJECT: 338 U U O cq PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGEWALDIN PEQUOT POINT ELEV. 30'-4" J 2875 CASTLE ROAD.; i � - FISHERS ISLAND,NEW YORK 06390 j L7 7 Tj J, I i 1,I , , I -I - - I - - -I i7 T '- ' j T t JI T 1 1 T Fj J I Ll 11F n -IFT- MF1 L Hffi LIULI ,I I, �. I t : I. I LL \ L_ --J` L_ I J , 214 213 212 17 - y 211 KINLIN RUTHERFURD ARCHITECTS, PLL SECOND FLOOR F.F. 214 J J L �10 1 1 1; I � '7 I I I , 209 208 �i i-L _4 T 7 ELEV. 9=7- 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 ® 1� I 7LTI ® I ® I —ILI _]Lj 4� 'i 36�' J � _ l.� �J �� 7�4 .133 ENTRY F.F. ELEV. 0'-0" -- -- -LL f "A 294. T�OF E"N WEST ELEVATION PROPOSED 01 WEST ELEVATION 3/16" l'-O* A-2 0 .1.2 0 �7o)� I ® I PROJECT: 338 U a a a CIOH U W H U Q Z N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE WALDIN PEQUOT POINT is l FISHERS ISLAND,NEW YORK 06390 I i i I i1 ' I, i i i ri i I t i i I r j i SECOND FLOOR F.F. I I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 i, N — EW YORK NEW YORK G— —• J : 10018 FAX: 775 582- 1736 -D fi �5 D. r � ENTRY F.F. ELEV. 0-0 --- - - - ----.. .- - - - - - - - - - - -- - -- - _ l r Gat �L 1r ---- - TERRACE F.F. /--- - - -- -- -- - _.._..--- - -- - -- - - - _.._.. - -- ----- -- - --_- - - - -- - ...- ------ - - --- --- --- ----- - -- t-�, -1 -�-•-�-�- i Cn ELEV. -2'-8" _ OF NE`N N N SOUTH ELEVATION EXISTING W z 0 01 SOUTH ELEVATION A-202A 3/16" = 1'-0' PROJECT: 338 U a a a H U W U a z N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE ELEV. 30-4 - - -- - - - - - - -- - - - - ---- - - --- - - - - - -- - WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 I I I I \ REMOVE BRICK AS NECESSARY \\ PROVIDE SHINGLES BE .� BETWEEN WINDOWS LiLlu PIT LLLI EC ND 207 S 0 FLOOR F.F. I �I I , J KINLIN RUTHERFURD ARCHITECTS, PLLC -- ®' i I 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 li NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I 1E 1E ID I� , i I I i I ENTRY F.F. --- - --- - - -- -- ------ - - -------- -- -- -- - - - - -- - ... - _.-.. 13� co O Cyfj ELEV. 0'-0" r . - - - - - - I v ELEV. -l'-7" _ 13 l 3-TERRACE F.F. ELEV. -2'-8" T X 0294`,, N N SOUTH ELEVATION W PROPOSED 01 SOUTH ELEVATION A-202 ,2 O 3/16" - 1'-o" PROJECT: 338 U O PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE ------------- ------ ELEV. 30'-4" WALDIN 1 jj t i 1 1 1 1 1 -1, 1 T­� I-,T fl-, il�'f PEQUOT POINT 2875 CASTLE ROAD 1 7 1 Y FISHERS ISLAND,NEW YORK 06390 L.1 j , I , -I , I- - -1,I I�'Y'I!- I I I ­ j- , I.. , " T 1 1-;1 1 1 T �.i j" -, 1"r i'j- iIl I' i T j A L I 1 7 T L 1t. Li I- r I L r 1 3 T 7 i 1 f 7 J f I i j I T ij 1; iI . I 1 1 I T T I ® ® ® ED 1!- L i HH ® ® ® •I_ iI iA I I F r T F l_i- j I J� i 1 11 1 SECOND FLOOR F.F. 1, J_ J_ j'� i KINLIN RUTHERFORD ARCHITECTS, PLLC -7" LT T 1 7 - ELEV. 9' jr, , 1 1 _Li 1 1 J 330 WEST 38TH STREET SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 A. D ARC P ENTRY F.F. 11-71 —0 _NaWF ELEV. 0' 177�7 1111111 1 =j LIVING ROOM F.F. i- f L L 0294 t77:�-1 J-7 T"' "7 ------ -- ... ------ TERRACE F.F. _T eq ELEV. -2'-8- f T -F -T- -1 r -1 r j EAST ELEVATION l �_; ,-� l-l-l-,� �-i-�iv-1--1,-.-I, .! ' ' 1 1 EXISTING z 0 1 EAST ELEVATION 3/16' l'-O" A-2 03 . .1 0 11H 77- PROJECT: 338 Pill O PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE ------------------ --- ---- -------- ------- -------------- WALDIN ELEV. 30'-4" 7T-1-7-771-11 7-1, 7�­ 7_17. -7 77i i.T PEQUOT POINT 7777-17-1-17----------- -------------- 2875 CASTLE ROAD T FISHERS ISLAND,NEW YORK 06390 1,i—J, F f T L T. J 1� Ij i'i 1 i '1 T t T f r —1 7 L 1 !J J I L,. .; ­I I11 IT f i r I i 1 1 T 1 _ -1,—, 1 " 1 i ' ' ' i. IT�_ , I i- I , — —1—,�"1'�I T T J L i I L 1 1 1 1 L 1 T T I "T T'f 1-1 —T_ T1 I _j" j 1 c T 7 L T,, J , _L 11 t,�­IJ_L k I J i--'T T 71 ]TI Tjl- ' , ' - — _'J 7 JI-7i��l J L L j j 1 L T I T T L I i J T' L 'T J T- I,JI. J, -I _a 7 7 1 NEW BAY WINDOW L.j LJ I I i�j i i T-1 T 1 L 1 T I-: J L L 1 rL i A • 7 1 ", L f T _LT EIE 11 1 IFIF [IF I j EIE] EL + T Flfl [ I L ! Li ------- JT -1H IE HEO -ILI 111 -L u T 7 1 _10! ii UPI I -IFIH T4� j J-1 ti 1 1 .1 v �.j T L SECOND FLOOR F.F. T "I T11 17 1 KINLIN RUTHERFORD ARCHITECTS, PLLC uu SE EL - '- - f I ,�711-_' 4 L F r- -� ELE L L L T ii j 17 L j T t 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 J -_J'j—_[,—I �'J J_ NEW YORK,NEW YORK 10018 FAX.(775)582-1736 NEW SHINGLES ED AiYL,, 2-1 L! 2L C�l 'y- L--------------j L4 to ENTRY F.F. di 121�U 47�2p� Li ELEV. 0'-0" 7 A 1 IE IL 11 IE IL IL L �.j cn LIVING ROOM F.F. 29 -—--------- T ELET--1 -7 -7 25 127 1 ZO j jo ---------- TERRACE F.F. ELEV. —2'-8" a. r _7 J -T --T 7-1 EAST ELEVATION -I _T T PROPOSED z 0 1 EAST ELEVATION 3/16" 1'-0' A-203 .2 0 PROJECT: 338 Frf F, UL U a a a H U w H u N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE ELEV. 30-4 - - - ---- - - ---- -- - - - - - - - - - -- - - -- ---- - - - - ---- - - ------ -- -- -- - ----- - - WALD I N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 i I, 1 " i � I I I I I , i. I 77 I; I HHH1 I I I SECOND FLOOR F.F. ELEV. 9 -7 -- - - - - - - - - - - - - - - -- - - -- - I_ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 EEEI I 1 I J I E AR i R C . , I E ti I ENTRY F.F. ELEV. 0-0 LIVING ROOM F.F. w' r ELEV. -l'-7" - -- - - - - --- - - - - - - -- -- -- - - - --- - - -- - -- -- -- --- -- - i 1, TERRACE ELEV 2 F.8. 29^r �C F OF NE`s-1 N ` N w NORTH ELEVATION N W EXISTING a 0 1 NORTH ELEVATION A-204, 1. O PROJECT: 338 U a a a H u w H U N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 T.O. RIDGE ELEV. 30-4 - - -- - - - -------- - - - -- - -------- - ---- -- - - --- - ----- - - - -- - - -- ------ --- -- --- ---- - - - --- WALDIN PEQUOT POINT 2875 CASTLE ROAD NEW ROOF SHINGLES TO BE MATCHED WITH " \ FISHERS ISLAND,NEW YORK 06390 EXISTING SHINGLES NEW BAY WINDOW \\. ® e q i 42 _ 202 L 4. -- - ._- .. 4 ... � SECOND FLOOR F.F. - -- -------- - - � .� ,. � e ',4203 _, I 201 ELEV. 9 -7 - - - --- - - - - -- - ---- -- -- - - --- --- - � � � r— � �� KINLIN RUTHERFORD ARCHITECTS, PLLC 14 HnuH 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 (; f NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ! t T alf i .!- - --' _ 118 { - ! ; 117 , J JGE k/ti 116 ENTRY F.F. I 119 1I C? ELEV. 0-0 _-_ j_l-- - - -- - - - - - - --- - - --- --- - - ------- - -- -- - �, , I .Q� n LIVING ROOM F.F. ---- rota v , ELEV. -l'-7" r-- - - - - - - - -- ---- -- - -- - -- - - - - - -- ---- - ---- -- - E TERRACEF.F. -- - - - --- — _. __ - . . __. _. _ - -- --- - -- - - -- - -- - --- --- - ------ M ELEV. -2 -8 .� 029-A, N w • NORTH ELEVATION N W PROPOSED 0 1 NORTH ELEVATION O 3,16" = 1'-0' A-204.2 PROJECT: 338 U a a H U U z N O N 16"O.C. TYP PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 LAP DOJBLE TOP PLATE, 4" MIN. WALD I N POINT 2x8 HEADER TYP. 28475CASTTLEROAD FISHERS ISLAND,NEW YORK 06390 (/) Z J I WIN. R.0. w (SEE PLANS) 0 z KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 n ARC, C7 29h8�y�� O OF NE`N N N CONSTRUCTION W D ETA I LS ¢ 01 TYPICAL WINDOW FRAMING DETAIL A-401 O PROJECT: 338 UWINDOW a H U W GROUND FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 116 109 DINING ROOM A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 117 109 DINING ROOM A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 118 109 DINING ROOM A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION IL19 109 DINING ROOM E MARVIN CN 2460 ULTIMATE CASEMENT 25" 595/111 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION :L20 109 DINING ROOM F MARVIN CN 7260 ULTIMATE PICTURE 73" 59 %11 METAL IZ3 COASTAL/HURRICANE CERTIFICATION CDN ° 121 109 DINING ROOM E MARVIN CN 2460 ULTIMATE CASEMENT 25" 59 %11 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION ,L22 111 SUNROOM G MARVIN CN 2078 ULTIMATE CASEMENT 21" 77 %11 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION :L23 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 %11 SDL METAL HURRICANE RATING TO BE CONFIRMED 124 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 %11 SDL METAL HURRICANE RATING TO BE CONFIRMED 1 L25 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 5/8" SDL METAL HURRICANE RATING TO BE CONFIRMED 'L26 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 %11 SDL METAL HURRICANE RATING TO BE CONFIRMED 127111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 5/8" SDL METAL HURRICANE RATING TO BE CONFIRMED 128 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 5/8" SDL METAL HURRICANE RATING TO BE CONFIRMED 129 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 %11 SDL METAL HURRICANE RATING TO BE CONFIRMED 130 111 SUNROOM H MARVIN CN 2478 (X2) MARVIN ASSEMBLY 49" 77 5/8" SDL METAL HURRICANE RATING TO BE CONFIRMED 131 111 SUNROOM U MARVIN CN 2478 ULTIMATE CASEMENT 25" 77 %11 SDL METAL HURRICANE RATING TO BE CONFIRMED 132 EXISTING BATH 1 A MARVIN CN 2626 ULTIMATE DOUBLE HUNG G2 321/4" 60" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 133 EXISTING BATH 1 A MARVIN CN 2626 ULTIMATE DOUBLE HUNG G2 321/4" 60" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 134 EXISTING PR 1 A MARVIN CUSTOM SIZE ULTIMATE DOUBLE HUNG G2 307/811 591/8" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION :L35 EXISTING FOYER A MARVIN CUSTOM SIZE ULTIMATE DOUBLE HUNG G2 307/8" 591/8" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 136 EXISTING FOYER A MARVIN CUSTOM SIZE ULTIMATE DOUBLE HUNG G2 307/8" 591/8" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 201 EXISTING BEDROOM 8 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION PERMIT REVISION 11.16.21 202 EXISTING BATH 4 V MARVIN CN 2016 ULTIMATE DOUBLE HUNG G2 261/4" 40" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION PERMIT REVISION 10.18.21 203 201 PRIMARY ROOM W MARVIN CN 3256 ULTIMATE CASEMENT 33" 55 %11 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION PERMIT REVISION 09.27.21 TO LOOK LIKE DOUBLE HUNG (WINDOW B) PERMIT REVISION 08.02.21 204 201 PRIMARY ROOM W MARVIN CN 3256 ULTIMATE CASEMENT 33" 55 %11 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION PERMIT SET 04.15.21 TO LOOK LIKE DOUBLE HUNG (WINDOW B) 205R 202 PRIMARY BATH A RELOCATE FROM BEDROOM 3 205 EXISTING BEDROOM 3 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL REPLACE WITH EXISTING WINDOW AT 201 WALDIN PEQUOT POINT 2875 CASTLE ROAD 206 EXISTING BEDROOM 3 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION FISHERS ISLAND,NEW YORK 06390 207EXISTING BEDROOM 5 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 208 EXISTING BEDROOM 5 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 209 EXISTING BEDROOM 5 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 210 EXISTING BATH 3 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 211 EXISTING BEDROOM 6 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 212 EXISTING BEDROOM 6 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 213 EXISTING BEDROOM 7 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION >_14 EXISTING BEDROOM 8 A MARVIN CN 2624 ULTIMATE DOUBLE HUNG G2 321/4" 56" SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 �ARcti /� 029Q� Jp OF NE`N N N w WINDOW SCHEDULE N W W x a A-501 0 PROJECT: 338 U a a a H U W E� 2'-1 " 5'-1 " 2'-84" R.0. R.0. R.0. I I I I r__------ r I I I 1 I I I I I 1 li I I I I I I I I I I I I I I I I I I I I i N I I I I ^ I I ^ I I I I 1 I O O I I 0 I I ryN I I I �/ I I I \ I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I \ I I I I I I \ I I I I I I I I I I I I \ I I I I I I I I I I I I \ I I I I 1 I A E E MARVIN MARVIN MARVIN ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION DOUBLE HUNG G2 WINDOW CASEMENT WINDOW CASEMENT PICTURE WINDOW TYPICAL 119, 121 120 1 '-9" 4'-1 " 2'-1 " R.0. R•0. R.0. PERMIT REVISION 11.16.21 --------------- � r---------------------------------------� r---- --� PERMIT REVISION 10.18.21 I I I I I I PERMIT REVISION 09.27.21 2�-9 >> PERMIT REVISION 08.02.21 / \ / R.0. PERMIT SET 04.15.21 I I I I I I ------------------------- 2)-2111 II � 1 1 1 WALDIN I I I I I I 1 1 1 R.0• j PEQUOT POINT ^ ^ 2875 CASTLE ROAD U-)Ioo \ Lobo / 1 LoI00 j FISHERS ISLAND,NEW YORK 06390 I^ u J O '^ '^ / \ L J O / 1 u J O r ---------------� I I I I I I I I I I Qo I 1 I I I I I (D I I I I ^ I I I Iu JIW —111 L I I I I 1 I I I I I I I I I I I I I I •, �/ I I I I I I I I I I I I I I I \ I I \ I 1 I I I I Gv V V KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEIN YORK,NEW YORK 10018 FAX:(775)582-1736 MARVIN MARVIN MARVIN MARVIN MARVIN ULTIMATE COLLECTION (2) ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION CASEMENT PICTURE ,c h; CASEMENT WINDOW CASEMENT WINDOW CASEMENT WINDOW CASEMENT WINDOW WINDOW 123, 124, 125, 126, 127, 131 203, 204 203, 204 R,. �, 122 128, 12.9, 130 20 M 02946 oma. X OF NVA N N w WINDOW SCHEDULE N W a A-502 0 PROJECT: 338 ELECTRICAL LEGEND NOTES U `al K) WALL MOUNTED LIGHT FIXTURESWITCHED DUPLEX RECEPTACLE GENERAL ELECTRICAL NOTES: ELECTRICAL NOTES: O1 A20' P, { RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY 1. ALL UGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK • WA"ERPROOF RECESSED LIGHT FIXTURE G.F., GROUNDED FAULT RECEPTACLE OUTLET STATE - SECTION R313.1 REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE HARD-WIRED WITH BATTERY F" 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL BACKUP AND INTERCONNECTED. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. U + SURFACE MOUNTED LIGHT FIXTURE :0 QUADRUPLEX RECEPTACLE W DIMMER SWITCHES ARE TO BE "DNA' SWITCHES WITH NO 7® UNDER CABINET STRIP LIGHT 0 FLOOR RECEPTACLE NIGHTUGHT. 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW INTERCOM b TELEPHONE/DATA 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS YORK STATE - SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. U © $ SWI fCH PROJECT. 72 OF THESE FIXTURES WILL BE FITTED WITH 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. O TELEVISION HIGH EFFICACY LAMPS. PLEASE REFERENCE THE $D DIMMER SWITCH ® EXHAUST FAN ELECTRICAL PLANS FOR FURTHER DETAIL AS TO WHICH 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT Q FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. R! % 3-VIAY SWITCH 0 THERMOSTAT %D 3-VIAY DIMMER SWITCH 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. O SMOKE/CARBON MONOXIDE DETECTOR NOTED AS GFI. DOCR OPERATED SWITCH 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING 0 DOORBELL 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. DUPLEX RECEPTACLE HE FIXTURE FITTED WITH A OTHERWISE NOTED. =X�)w.v. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET UGHTS AND FLOOD UGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR a AS PER ARCHITECTS SPECIFICATIONS. T_--- ---_ ----------------------------------------- I I I ENERGY ANALYSIS WORK TYPE: ALTERATION TO EXISTING SINGLE-FAMILY RESIDENCE I I N ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE SUPPORTING N DOCUMENTATION © NEW UGHT FIXTURES AT LEAST 75% OF THE 75%OF THE PERMANENTLY E-101 TO BE INSTALLED PERMANENTLY INSTALLED INSTALLED INTERIOR LIGHTING E-102 F -- THROUGHOUT THE FIXTURES WILL BE FITTED FIXTURES WILL BE FITTED WITH (ELEC PLANS) INTERIOR OF THE WITH EITHER COMPACT HIGH-EFFICACY LAMPS. HOUSE FLUORESCENT LAMPS,T-8 [2009 IECC SECTION 404.1] I ' OR SMALLER DIAMETER LINEAR FLUORESCENT I LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WA17 FOR LAMPS OVER 40 WATTS, 2. TERRACE - - - ------SUNROOM-- - 50 LUMENS PER WATT FOR \ LAMPS OVER 15 WATTS TO - -- --- - ---- - - 40 WATTS, AND 3. 40 HE HE LUMENS PER WATT'FOR LAMPS 15 WATTS OR LESS. v \r \i I I I I I I I I I I N LIVING ROOM EXISTING RECESSED ' CLOCK OUTLET c4 BEDROOM 1 0 n HE Q /7 -- - -- / ------J PANTRY CL CL / / \ CL CL / 1 \\ o 0 \ / /' \I PERMIT REVISION 11.16.21 FOYER _ �J PERMIT REVISION 10.18.21 AT1 EBXISTING i/ PERMIT REVISION 09.27.21 CL PR 1 r PERMIT REVISION 08.02.21 \\ \ EXISTING F_ PERMIT SET 04.15.21 cl cli c� - WALD I N \ PEQUOT POINT 2875 CASTLE ROAD \ \ \\ FISHERS ISLAND,NEW YORK 06390 O I KINLIN RUTHERFURD ARCHITECTS, PLLC r ' 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 r , r r 01/A203 r � 02941 yp2 N - ELECTRICAL PLAN -- GROUND FLOOR 1 0 1 1 ELECTRICAL PLAN E-1.01. 11 PROJ ECT: 338 ELECTRICAL LEGEND NOTES aC 1 GENERAL ELECTRICAL NOTES: ELECTRICAL NOTES: b WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE O1 A201 p ♦ RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK • WATERPROOF RECESSED LIGHT FIXTURE =@G.F.I, GROUNDED FAULT RECEPTACLE OUTLET STATE - SECTION R313.1 REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE HARD-WIRED WITH BATTERY H 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL BACKUP AND INTERCONNECTED. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. U SURFACE MOUNTED LIGHT FIXTURE QUADRUPLEX RECEPTACLE DIMMER SWITCHES ARE TO BE "DNA' SWITCHES WITH NO + UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE NIGHTLIGHT. 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW © INTERCOM b TELEPHONE/DATA 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS YORK STATE - SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. U PROJECT. 72 OF THESE FIXTURES WILL BE FITTED WITH 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. $ SWITCH Q TELEVISION HIGH EFFICACY LAMPS. PLEASE REFERENCE THE $p DIMMER SWITCH ELECTRICAL PLANS FOR FURTHER DETAIL AS TO WHICH 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT ® EXHAUST FAN FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. % 3-WAY SWITCH O THERMOSTAT � 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. $30 3-W'AY DIMMER SWITCH Try SMOKE/CARBON MONOXIDE DETECTOR NOTED AS GFI. P: DOOR OPERATED SWITCH 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING 0 DOORBELL 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. =0 DUPLEX RECEPTACLE H FIXTURE FITTED WITH A OTHERWISE NOTED. �w.r. WATERPROOF DUPLEX RECEPTACLE E HIGH-EFFICACY LAMP 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS SPECIFICATIONS. R+ ENERGYANALYSIS WORK TYPE: ALTERATION TO EXISTING SINGLE-FAMILY RESIDENCE N ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE SUPPORTING CD DOCUMENTATION © NEW LIGHT FIXTURES AT LEAST 75% OF THE 75%OF THE PERMANENTLY E-101 TO BE INSTALLED PERMANENTLY INSTALLED INSTALLED INTERIOR LIGHTING E-102 THROUGHOUT THE FIXTURES WILL BE FITTED FIXTURES WILL BE FITTED WITH (ELEC PLANS) INTERIOR OF THE WITH EITHER COMPACT HIGH-EFFICACY LAMPS. HOUSE FLUORESCENT LAMPS,T-8 [2009 IECC SECTION 404.1] OR SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS. HE ---------- PRIMARY CL BATH f HE HE \ \ i GFI "E > DRESSI G II PRIMARY BEDROOM ROOM HE HE "E BEDROOM 3 BEDROOM 4 HE HE HE HE I I HE HE i N // \\ =c L__ =ct� \"MCL 77 if 0 W HALL W CL ` STAIR BATH 2 O BATH 4 CL \ CL _ CL 0 ° D CL / 111T----=41F) PERMIT REVISION 11.16.21 BEDROOM 8 BEDROOM 7 BEDROOM 6 BEDROOM 5 PERMIT REVISION 10.18.21 /� • PERMIT REVISION 09.27.21 BATH 3 / PERMIT REVISION 08.02.21 /' PERMIT SET 04.15.21 N � / WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 01 A203 / KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 � FD ARC 029�$�X04 4F NE`N N N w ELECTRICAL PLAN N W SECOND FLOOR z 01 ELECTRICAL PLAN .102 PROJECT: 338 W W P, }' va E� U W U W x x N O N PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 #3 WALDIN PEQUOT POINT 1 2875 CASTLE ROAD 1—J LV.T.R FISHERS ISLAND,NEWYORK 06390 ROOF I I I I I NEW SHOWER TO 1 REPLACE EXISTING TUB 1 I I RELOCATED LAVATORY 1 2" 1 NEW LAVATORY I REPLACED TOILET 2'_____r----i r _7 ----- 1 i 1 1 1 1 2" 11 11 1 /2" 11 1/2" I1 1 KINLIN RUTHERFURD ARCHITECTS, PLLC 1 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I i NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I 1 BATH 5 1 1 I SECOND FLOOR 4" 11/2" 1 ���F° ARcy� 11/2" 11/2" 4" 1 ( N M I 0294$1 yOQ� EXISTING STACK VENT TO REMAIN T OF Ne44 N 1 N 4" To EXISTING SEPTIC 1 PLUMBING PIPING RISER W 4" PLAN - MAIN HOUSE P-,.0 .1 01 PLUMBING PIPING PLAN PROJECT: 338 3/16"=1'-0" U a S W SHEET DESCRIPTION A-001 TITLE SHEET A-002 GENERAL NOTES A-020 SITE PLAN - EXISTING A-021 SITE PLAN - PROPOSED x A-030 EXISTING PLAN - BASEMENT A-031 DEMOLITION PLAN - GROUND FLOOR N A-032 DEMOLITION PLAN - SECOND FLOOR 0 N A-101 CONSTRUCTION PLAN - MAIN HOUSE - GROUND FLOOR A-102 CONSTRUCTION PLAN - MAIN HOUSE - SECOND FLOOR A-103 CONSTRUCTION PLAN - MAIN HOUSE - ROOF A-201 EXTERIOR ELEVATIONS - WEST A-202 EXTERIOR ELEVATIONS - NORTH r A-203 EXTERIOR ELEVATIONS - EAST A-204 EXTERIOR ELEVATIONS - SOUTH A-401 CONSTRUCTION DETAILS A-501 WINDOW SCHEDULE A-502 WINDOW SCHEDULE E-101 ELECTRICAL PLAN - GROUND FLOOR P-101 PLUMBING RISER DIAGRAM S-101 FOOTING PLAN S-102 FOUNDATION PLAN S-103 FIRST FLOOR FRAMING PLAN S-104 ROOF FRAMING PLAN PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04,15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 D VIAR 1 7 2022 DD BUILDING DEPT. TOWN OF SOUTHOLD KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX.(775)582-1736 "'t4l D I \1A L <2 .a I 029A�'1 F TAX MAP NO . 1000, SECTION 5, BLOCK 2, LOT 10 - 12 OF Nr N N 2875 CASTLE ROAD TITLE SHEET w N W FISHERS ISLAND, NEW YORK 06390 z DISTRICT R- 120 A-001 0 PROJECT: 338 U GENERAL NOTES CODE ANALYSIS a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. WAL D I N RESIDENCE - FISHERS ISLAND U 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE E: EXISTING R3 (SINGLE FAMILY) W RIDGE: EXISTING TO REMAIN TABLE R301.2(1) H CODE OF NEW YORK STATE. TYPE OF CONSTRUCTION: TYPE 5 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield Q BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Line Design Underlay Flood Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 45 130 B Severe 36" to Heavy Moderate 11B Yes N/A x SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. TABLE 402.1.1 SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO IN STALAT ON. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE N 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES CRAWL INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB N CN REQUIRED INSPECTIONS AND SIGN OFFS. SPACE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH R-VALUE AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.3B OR 3.3 IN THE W.F.C.M. CONSTRUCTION NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS 4 0.32 0.55 49 20 8/13 19 10/13 10, 2ft 10/13 SPECIFIED IN TABLE 3.3. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY RIDGE SIMPSON LSTA 24 @ 16 O.C. GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD/TOP PLATES HTS 28 @ 16,0.C. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DDOR OPENINGS. RAFTER TO HEADER HTS 28 @ 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE FASTENERS TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. WIN. U.O.N. LSAT 30 - 3 FT DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. MSTI 72 - 16 FT ROOF SHEATHING: 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR EDGES AND 12 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE STUD TO SILL SIMPSON LSTA 36 @ 16 O.C. TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 IN ACCORDANCE WITH THE SPEC. HEREIN. OF THE W.F.C.M. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2y4" LOVG MIN. PERMIT REVISION 03.09.22 WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4 O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM PERMIT REVISION 11.16.21 EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PERMIT REVISION 10.18.21 PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. PERMIT REVISION 09.27.21 INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING PERMIT REVISION 08.02.21 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER PERMIT SET 04.15.21 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE FLOOR DIAPHRAGM BRACING: INFORMATION OCCURS ON THE DRAWINGS. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF WALDIN THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: PEQUOT POINT PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP 2875 CASTLE ROAD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A .MINIMUM OF THREE FISHERS ISLAND,NEW YORK 06390 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-AILED) 3-16d 24" O.C. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. FE - - PROPERTY LINE 1 PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. KINLIN RUTHERFURD ARCHITECTS, PLLC COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 01 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR NEWYORK,NEW YORK 10022 FAX:(775)582-1736 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. A401 BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION 102 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS ��ER A �N GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 01 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END �C� y/ A211 SECTION REFERENCE rcC 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERINGr'..; OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 WINDOW TAG BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK M HVAC DUCTWORK ECT. 0 ELEVATION TAG �p 0?°'� y0 OZ INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST SOF N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE O u5 ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE 01/A-201 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST GENERAL NOTES DRAWINGS. EXTERIOR ELEVATION w 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND clz� REVISION CLOUD RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO 01 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT THE WORK SHALL BE NEW. Z A-002 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 04 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING o BEING DONE. WALL SHINGLE PROJECT: 338 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 U \ a \ U Q N 324.91 I E 1 157.47 x MERESTONE / (FOUND) N/F EDWARD & LESLIE NSTONE WALL' McELWEATH MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE 1 •0 2,730'f TO I / r \ PROPANE EAST MAIN ROAD I �-- / � �qn1 / —FEN_ GARDEN 1 MERESTONE 6 / P�`� FENCE N 22 9. 9 0 E 975. 69 �STONE WALL / POOL EQUIPMENT EXITING 'r n / A / O EXISTING �� / RESIt7ENCE Ii:, / ) WELL / Cj p lilt / HOUSE b / 1 / '1 \ 1 1 \ / EXIt NG I / "R SID ENCE ,, p o 4b \\ ��/ pFENCE pQ / �° / 0 p/ PERMIT REVISION 03.09.22 N/F PERMIT REVISION 11.16.21 HILLARY SCHAFER \ / / OQ O� PERMIT REVISION 10.18.21 FENCE �o A / / PERMIT REVISION 09.27.21 <Z15 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 \\ �° WALDIN -IJ PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 \ APPROXIMA7 O HIGH WATE; Q / �o \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695.2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 AGE n. k,�y <c_' v 0 2�A�� / F OF N­`T�° N / / N i N EXISTING SITE PLAN W ' / 01 SITE 1PoLAN � ' A-020 PROJECT: 338 U \ a \ a a \ E~ U I N 324. 91 E 1157.47 x 4 MERESTONE I / / (FOUND) N/F N I EDWARD &• LES!IE © I I O STONE WALL-� McELWEATH P o• MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE 2,730'±TM TO � SOF BURIED EAST MAIN ROAD I / �` }q�� PROPANE 1 MERESTONE _FEN.E — — — —GARDEN FENCE N 229.90 Ilk j E 975. 69 STONE WALL ��O / Z EXISTI G i :rNEW POOL EQUIPMENT Q� ;jRESIDENCE'I CREE ,�� / EXISTING �P IM/'�i MAJOR ORCH / O O WELL _ — O��/ ALTERATION'S // ,/ EX. V POOL 4? HOUSE F� / O / i RESIDENCE \ �4� o o� m / \ cI R-� FENCE \\ \ O/ N/F \-L / ��O/ �� PERMIT REVISION 03.09.22 HILLARY SCHAFER \�O� / ,�00// �<c/ ��/ // PERMIT REVISION 11.16.21 FENCE ,00 `OQ O�j PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 RWALDIN OT POINT \ / O 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 \ / APPROXIMATE, O HIGH WATER f \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 / \-jED ARC— / cC / / e �2 �-A A, F N�yO N N PROPOSED SITE PLAN W O 1 S32TE1PoLAN z � 0 A-02 .10 PROJECT: 338 U W W a H U W U d - - - - - - - I � I I � � I N N � I � I SLAB ON GRADE I I 7x � 1011 I 1/10 IN ' I I I I i UNFINISHED STORAGE UNFINISHED j CRAWL SPACE i Us// / /Ram /� UNFINISHED //% CRAWL SPACE / PERMIT REVISION 03.09.22 / PERMIT REVISION 11.16.21 MECHANICAL j" AREA PERMIT REVISION 10.18.21 II I PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 UNFINISHED _- WALD I N CRAWL SPACE \� j PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / / / / / / / / / / / / (/ SLAB ON GRADE / \\ // KINLIN RUTHERFURD ARCHITECTS, PLLC \ / 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ / NEW YORK,NEW YORK 10022 FAX (775)582-1736 � � r \ / 0294 Off; I OF NE`" N N w EXISTING PLAN N W BASEMENT zO EXISTING PLAN 3/16"=1'-0" A-030 PROJECT: 338 U a a a E- u U W U N N O N TERRACE SUNROOM i i i i I i DINING ROOM LIVING ROOM BEDROOM 1 / \ --------- / \ / PANTRY / />\ // PERMIT REVISION 03.09.22 REPLACE SINK / \ i REMOVE EXISTING DECK �'' / �/' PERMIT REVISION 11.16.21 RELOCATE TOILET / \ I I FOYER PERMIT REVISION 10.18.21 RELOCATE SINK \ ' \\\ \\ PANTRY CFE BATH 1 PERMIT REVISION 09.27.21 \ T r — - CL PR 1 PERMIT REVISION 08.02.21 PERMITSET 04.15.21 rr- \ / v < \ -- WALDIN REMOVE EXISTING CABINETRY \ 2875 C POINT 2875 CASTLE ROAD RELOCATE SINK �n\ KITCHEN \v/ \ LAUNDRY \\ FISHERS ISLAND,NEW YORK 06390 REMOVE WINDOWS AND WALL / > RELOCATE WASHER & DRYER GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC \\\ 59 EAST 54TH STREET,SUITE 92 TEL(212)695-2988 \\ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \\ ED ARC,, REM WALL \\ ' AND GA GE DOOR '"` '? �n v N N w DEMOLITION PLAN N W GROUND FLOOR 0 DEMOLITION PLAN _ 2 3/16 =1 -0 A03 .1 PROJECT: 338 U a a H U W H U a� Z N N O N I I o CLCL \ PRIMARY BATH CL o DRESSING ROOM BEDROOM 3 BEDROOM 4 CL PRIMARY BEDROCM CL ' CL CL CL \ l HALL - CL BATH 2 O BATH 4 CL �\ O CL CL a CL , REMOVE EXISTING WALLS PERMIT REVISION 03.09.22 / � _ I I I \ / AND ROOF - - i PERMIT REVISION 11.16.21 / BEDROOM 8 BEDROOM 5 / / \ BEDROOM 7 BEDROOM 6 a PERMIT REVISION 10.18.21 / / ---- BATH 3d PERMIT REVISION 09.27.21 ---- PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 10, WALDIN \ / < PEQUOT POINT \ \ / 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 \ \ / KINLIN RUTHERFURD ARCHITECTS, PLLC \ \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ \ / NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ c�kED Af;Ctii `^r• _ a M � 02OAQ' N N w DEMOLITION PLAN N W SECOND FLOOR W x z 0 1 DEMOLITION PLAN A-032 0 � 3/16"=1'-0° PROJECT: 338 01 a CONSTRUCTION LEGEND TABLE R402.1.2 01"lvp [�lon NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EXISTING TO REMAINALLS CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE sD SMOKE DETECTOR ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL CARBON MONOXIDE R-VALUE R-VALUE R-VALUE DEPTH CO R-VALUE DETECTOR ® EXHAUST FAN HB HOSE BIB 4 0.321 0.55 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 N O N TERRACE EXISTING SUNROOM � — \ EXISTING V v I I U U I U U I I I — — — — — — — — — — — — — li I I I I l - - - - - - - - - - -- - - I I DINING ROOM ' II II I EXISTING I I I II II I - - - - - - - - - - - - _— I LIVING ROOM I I I EXISTING I I I II N I II II I � ,off BEDROOM 1 0 RELOCATED RANGE r/ �O' REPLACED SINK NEW SCREEN PORCH /O NEW DOORS '`� � \37'• NEW DECK O —————————— lb y F, PANTRY CL CL GQ'� EXISTING � I I I I I I I I I I \ CL CL Qo o I PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 FOYER PERMIT REVISION 10.18.21 a \ ,� r yes• �� `Q� o 00 CL �i EXISTING .� ,�° ��• �., N \ i i BATH 1 ' 4'— \ �/ O ' PERMIT REVISION 09.27.21 EXISTING i CL PR 1 PERMIT REVISION 08.02.21 37' PERMIT SET 04.15.21 — 101 WALDIN -I PEQUOT POINT \ C' O' ® ® 2875 CASTLE ROAD FISHERS ISLAND,NEWYORK 06390 i g' O� 1 2 RELOCATED SINK RELOCATED TOILET 138 O \01 O� �O RELOCATED REFRIGERATOR KINLIN RUTHERFURD ARCHITECTS, PLLC 102 35 RELOCATED SINK 59 EAST 54TH STREET,SUITE 92 TEL-(212)695-2988 NEW WINDOW RELOCATED WASHER/DRYER NEW YORK,NEW YORK 10022 FAX:(775)582-1736 � NEW FIREPLACE NEW WINDOW 137 GEID ARC,— C, NEW FINISHED FLOOR INSTALLED R �� �� k ON EXISTING CONCRETE SLAB ' z k 136 01 A203 _ 101 0 N N w CONSTRUCTION PLAN N W GROUND FLOOR a z 01 CONSTRUCTION PLAN A-1.01 0 2 3/16"=1'-0" PROJECT: 338 U a CONSTRUCTION LEGEND TABLE R402.1.2 01 A201 con fU �� NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT F" I EXISTING WALLS TO REMAIN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL sD SMOKE DETECTOR WALL WALL R-VALUE WALL R-VALUE, SPACE � ZONE U-FACTOR U-FACTOR R-VALUE WALL co CARBON MONOXIDE R-VALUE R-VALUE R-VALUE DEPTH DETECTOR R-VALU E ® EXHAUST FAN HOSE BIB 4 0.321 0.55° 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 HB N N O N J o EXISTING i0� EL cL \ PRIMARY \_; BATH \ EXISTING O DRESSING CL ROOM EXISTING BEDROOM 3 EXISTING CIL EXISTING PRIMARY BEDROOM BEDROOM 4 CL O / CL CL CL \ O a a HALL _ EXISTING ` CL EXISTING STAIR EXISTING BATH 4 \ BATH 2 v CL CL 0 \J CL o CL NEW WALLS AND ROOF s Y ----- ON EXISTING FOUNDATION /` '�,1�. .r, — -- r, I PERMIT REVISION 03.09.22 EXISTING I NEW DECK 1, <' `T' ---- EXISTING EXISTING I EXISTING PERMIT REVISION 11.16.21 BEDROOM 8 ----- >, BEDROOM 7 BEDROOM 6 BEDROOM 5 PERMIT 0.1 `r . , RMIT REVISION 1 8.21 EXISTING PERMIT REVISION 09.27.21 BATH 3 / ---- PERMIT REVISION 08.02.21 PERMIT SET �a 04.15.21 N 7 - - >` *` WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 3 ✓'✓ > A, NN"I .^- r, KINLIN RUTHERFORD ARCHITECTS, PLLC f/ :'` /+ '! ?,•"{ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 'x1/ ' � "x f ,<: �ED AR \%"\ 1• , , 91,, srk ' M T 0294' y0 0 . N W XY CONSTRUCTION PLAN W SECOND FLOOR CONSTRUCTION PLAN 0 .40 0 3/16"=l'-O" PROJECT: 338 U J-4 01/A201 CA F- u U W H . U Q R . H 1 - - . - - --'. . cV I : 75' F — 0 M o TOP B -� \ -• 1 -'' a OF ANK 1 \ : r, ' . L.- ,.- , \ \ I \ \ -- \ —7\ .,,- I -I-I I I � - - -. � � I \ \ I I — I I i -1I --- - , -- � I r -- ---- -- -- -------- --- - -- - i _ — I I i - - I I I I ' - 1 _ - I _ - - --. — L - � _ i — - J -! { -, r I' - I I i ' ' �, — = , I' {. . — I I , I: I I ' I, I _ _ -' { 100 FROM TOP 1 -1 i I F BLUFF r, .. - I , I - : r i. l N I 1 O - - - - r I -, - -- ` - _ _ _iI : , I' , - I O I I I , ,.. I , _ .-. _ . , �" 1 - - ! I 1 , \,, ,�(' ii F=-7 - I I , s I . , J I - ` - - , ' ' 'X'�' " Ij I1. I 'I, Y - - I ' � - �, II .. I I i <" /' I.' ` { .: ' � l T `' - - - - - i ./^ ). i - Ii - - j 1 \ v11 - - - NEW WA r' i .1 I LLS AND ROOF I -- IT - : - ON EXISTING FOUNDATION `*^ ``r I , I a 11 a, / ` - - PERMIT REVISION 03.09.22 1 ,' I ' I NEW DEC 'r ,�' K 6- ✓' 4'' ✓ I r 'I `1 ;\- I 11.16.21 11 I \ I PERMIT REVISION '/ - i. `,� i - _ _ _ - PER r. ' . > " \," ; - MIT REVISION :10.18.21 / 1 - - - I / - - - . / --- , I I' /" II - I I / _ ._ // I ,e I PERMIT REVISION 09 27 21 ll \, . , _. , I i I I -1 I { ti/ I,' „ , . ')%, '` ` PERMIT REVISION 08 02 21 1 ,, I 1 I ` = ; 't >' 1 f O / '' i \' 4-- —I -- --- -- ----'— +— II N ? /" _ - , \%� -- - _� PERMIT ET -- - I S 04.1 a - - - - 5.21 r, ✓% i - - - ` i N / r, L_ 1�1S l ,'// 'y, , ,/ �' ,� . , . I I " /' \ ,\r, / ,\. ,/�. I , - f 11 T:, , ; s/ . - WALDIN { < w PEQUOT POINT 2875 CASTLE ROAD 1.�%, ` FISHERS ISLAND,NEW YORK 06390 ` "�\' ` i\.; , ;l 1, ,' ' , '' ,✓, "` /,; , a I V,. `<' .' y/ 1. is .%' /,i / ,`;,,`/` ;' F2 ' % a ,\ . .' KINLIN RUTHERFORD ARCHITECTS, PLLC < < '\ ,w`' / v\`/` ` 59 EAST 54TH STREET,SUITE 92 TEL: 212 695-2988 \' `,/. '\' NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ( ) / ; 11 ��� :""\ � I I ,, " �L " � J� 2 (' � n �,. 1 ' ,1 !• .*,j° I \� � 2p �,��r � a ^ �` 1 a ''� m 111\11 f/ v '\/ rq N W .F- CONSTRUCTION PLAN � ROOF PLAN z 01 CONSTRUCTION PLAN 0 .40 3/16"=1'-0" A-103 PROJECT: 338 U W W H U W H U N N OIL O N T.O. RIDGE ELEV. 30 -4 -- - _ - - - ----- - - -- --- ------ - - - - --- --- -- -- ----- ---- I. J I 1 - I I `t r .,1 Y I � 4 h SECOND FLOOR F.F. SECOND FLOOR F.F. OL - --- - ELEV. 9'-7" r ELEV. 9'-7 _1 -II ,I . „ I I 7 rz ENTRY F.F. ENTRY F.F. _ ju U=h ELEV. 0 -0 - - - ---- 0 -- - ------ - - - ------ -- - -- - -- ELEV. 0 -0 �'_` I i O1 EXISTING WEST ELEVATION i/8' _ V-0- PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 NEW BRICK CHIMNEY WALDIN TO MATCH EXISTING PEQUOT POINT 2875 CASTLE ROAD NEW ROOF SHINGLES TO BE FISHERS ISLAND,NEW YORK 06390 T.O. RIDGE MATCHED W/EXISTING SHINGLES ELEV. 30'-4- NEW - -- - - - -- - T - -- - - -- - - - - - BRICK CHIMNEY - a-_ , I� r I TO MATCH EXISTING _ r NEW ROOF SHINGLES TO BE MATCHED W/EXISTING SHINGLES ;' t s I IT i- L — — - -- I z. I . 1- •7 l.� I z i lr r- 1_ L I 1 7 I 3 I i A i _ I r, { r 'T 4 f. r r r: I `T i ,I 1' •ice' ii 1. � L J` - I � t - �r , �i 1 I -i`` " IJa 4L _liJ '-i7"J T1 i 'r4 r- r, 1 I i'. J- ,,.J,. '•r, + r"ty ,1_L L- i� �'J r' I `I'' I I r- - i I 'r -I L L I_ I ai JE - 7 I' �'1 i( 4�� I I I I I' 1 - I -ti•- I _1.1.1. 1 - ,1- i �i �iµ SECOND FL OOR F.F. t'' r I •r` `i I'I� I. II' 'I I 'I' � I I 1 SECON FLOOR R i r' 1- I D L 0 F.F. 11 I 4� 'I �I �I, � _ r J f I it I, ,I - -�-rT-�' r �- L. .4. �:. .1-'.. - t,' r.. 44 T, ELEV. 9 7 ELEV. 9'-7" ,ti` ?r` .Y' rill, �,� '4`' � l I,- I Fm a I't FMIr f 'II I, ;ISI -I KINLIN RUTHERFORD ARCHITECTS PLLC „-II r I`i' I,��I - � 1 I I II :. ` I I'' i `i I 1 J I II I , �iI� - 1J 59 EAST54TH STREET,SUITE 92 TEL:(212)695-2988 I � ,• ,I �„ NEW YORK NEW YORK 10022 FAX 775 582-1736 1 J L 1 0 NT F.F. ENTRY F F OL ENTRY ,� -, I I' �' `r r I ELEV. 0'-i ;I - - ELEV. 0'-i --- - - - - -- - - E D ARC, C G F w� M 0 v � N N N EXISTING & PROPOSED 510N W WEST ELEVATION z 02 PROPOSED WEST ELEVATION A-20 .1 i/8• _ V-0' PROJECT: 338 U U O T.O. RIDGE -�OELEV. OLELO. RIDGE EV. 30'-4" A tJI ' ,`4; t /� \ L j .t 1 14 '!1-1 -t- I..J 1,1.L!J IIS- ,; -J�J! 1-g- T!, j._ .�L+I I'-liJ l! LI It .,.i il -I1111''i ! ;f I l ;I I1 / —jj- T� LJ II IIS_ gull �J-11-114'-Li j Jj-'�"JI U: 1 -1'-� SECOND FLOOR F.F. t I 'I OLSECOND FLOOR F.F. :17j!I.-L'�jj L ELEV. 9'-7" ELEV. 9'-7� L 1 1 A; t"l OIL ENTRY F.F. fl i i :I, I �Ii I .F. I if d �7i T u�l L I !! I I ��!C-LI!, t OL ENTRY F '-F ELEV. 0'-0" t t - - JiJiJ,'I'LU L \q'ELEV. 0'-0" I LIVING ROOM F.F. l7--41 ------ 4LLIVING ROOM F.F. ELEV. —1'—7" t ELEV. —l'-7" T ------- ------------ TERRACE F.F. TERRACE F.E. -($IELEV. —2'-8" 'FELEV. 0 1 EXISTING NORTH ELEVATION 1/8" V-0, PERMIT REVISION 03.09.22 PERMIT REVISION 1116.21 PERMIT REVISION :10.18.2 1 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT NEW ROOF SHINGLES 2875 CASTLE ROAD NEW BRICK CHIMNEY TO BE MATCHED FISHERS ISLAND,NEWYORK 06390 OILT.O. RIDGE TO MATCH EXISTING W/EXISTING SHINGLES ---——--- OL T.O. RIDGE 'F ELEV. 30'-4- '-F ELEV. 3U�=4 lj j�l "Jjj;l NEW ROOF SHINGLES IJ TO BE MATCHED ji j W/EXISTING SHINGLES J , 1 , 1y II it SECOND FLOOR F.F. 'I T' 'L ILTI: .1ND FLOOR F.F. -ij-1� 1— 1 i, —------ OL SECO t 72: IJ , I 1 11 ! [ ELEV. 9'-7r -,I!,, " �i J! t ------------ iljtji- i"nI Lul 1 TI; NEW SCREEN PORCH WITH NEW ROOF KINLIN RUTHERFURD ARCHITECTS, PLLC L I't.-I I-c r Lam, NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ENTRY F.F. I H I 11 '�'I L'' I -, I. I I t 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 -$ELEV. 0'-0�\ 11 J OL ENTRY F.F. iLLIVING ROOM E.F. ELEV. 0'-0" ic T- -7 LI 7 -1 77-r -I- .... .... 0 TERRACE F.F. --\�NEW DECK A�?o 'FELEV. —l'-7" -I$ELEV. —2'-8?) F NUNS C9 C14 EXISTING & PROPOSED NORTH ELEVATION z 3 02PROPOSED NORTH ELEVATION /® -202 1/8.PROPOSED 0 A PROJECT: 338 F_ O cq .OLT.O. RIDGE —------ ---------- ELEV. 30'-4" iY! 1-T -I f f 1 1 1 _F, , I;�, .!-_ 4 11-1 L l 1,,�1 it t I]T;'T1 1 1�j a I _T III-I T 'T IT I j i z1. _lY 1, 1- �7 q j T'.If I I ]j 1 17 1 T -1 T j T,F], l 7":1 1 t til- f rI,Ii 'i, 14,..,1 I,!I�r I,I,I I �j- Irl'-,,I;-,-1 r_f I­ I- I r'- I T 1 J1 L_Ll� j, i I rr,�� 1�- 1 1 1 71 1 4Tj7" f 4± 11J_i i_ �' I- -�-�� 4 L i .. HH Li i I iE] 0 1, 1:j OLSECOND FLOOR F.F. ......1[1,7L[�'I-,'_­� I I I I l'I�:r - OI,SECOND FLOOR F.F. I�I it I I-Yt`i I t 1 E LEV. 9'-7rYri -I " '-r ELEV. 9'-7" F_ 1, -Y I ------- --- 1)4 'I J: FT-F _oL ENTRY F.F. -Ij[11 i1 I ELEV. 0'—C" 'I 11 J j t -.r OL ENTRY F. OLLIVING ROOM F.F. '-F ELEV. —l '-7" T 7 OLTERRACE F.F. ',7 7 ELEV. —2'-8 0 1 EXISTING EAST ELEVATION PERMIT REVISION 03.09.22 PERMIT REVISION 1:1.16.21 PERMIT REVISION 10.18.21. PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 OILT.O. RIDGE '-F ELEV. 30'-4" ""'r j�JIl T NEW BRICK CHIMNEY TO MATCH EXISTING t Y' ;t i. ij IrlLrI_I LT 1 j 1 7 -il 11171 if 'T I �'Ii1 tt J'1; �,:j, It 1;1T,�ItL"_, . ....... I'l Jj j YI f NEW ROOF SHINGLES I' ! J 1 1 r 11 j I in�1- 1 I LIJ­'_-I __-1 �_',I_ �_ L,�, , - I T TO BE MATCHED :J-, 7, 1 F 11=_ F -"jTl"li-Ti I') _j"I- ,I� , -I j--LL L,1 1, 1-,�i L"I I 'j:1�]", ',J-IIIc,_- -1 T 1 L ij, 1 J�r�'I !I�',�1, ;ILiTILI ;.'-'I;`' y I j I I I','i j i -IT I'iJ f'T J, i,;,j,Ij r7 tZ W/EXISTING SHINGLES 'T_ I� ;T T a' I 'T"'j i-jl_, i I J J 4 NEW ROOF SHINGLES TO BE MATCHED 2 W/EXISTING SHINGLES it NEW WINDOW FA : 'j- I I_j,j 1, d-,,SECO SECOND FLOOR F.F. ND FLOOR F.F. '-FELEV. 9'-7" 1 7 1 1!T; 1 1 ELEV. 9'-7 @I I L I 4, j Tj L� WITH NEW ROOF NEW DOOR KINLIN RUTHERFURD ARCHITECTS, PLLC NEW DECK ENTRY F. Tit 59 EAST 54TH STREET,SUITE 92 TEL (212)695-2988 y NEW YORK,NEW YORK 10022 FAX:(775)582-1736 -4 ELEV. 0'—0r—N J� j- jt�� F.F. I I' I 7-11'�-77 OLENTRY `-F ELEV 0'-0" 77,77 I-;-I a LIVING ROOM F.F. z, NEW DECK ELEV. l'-7" -T, 1 7 7 1 cl. TERRACE F.F. _T_ :,-,T L� _;_1-,--, .­ j 7 1 7 __ -r-I - __ I 1� I- -I a ELEV. —2'—��' Z F N, EXISTING & PROPOSED EAST ELEVATION z PROPOSED EAST ELEVATION 021/8* i'—o' A-203 0 1 7'1 �j I _T1 PROJECT: 338 U W a a H U W F� U N N O N ,bT.O. RIDGE ELEV. 30'-4" - -- - - - - - - - - - - --- I I SECOND FLOOR F.F. EF L 9-7„ -- - - - ;_ - ---- - - - - - -- I I ENTRY F.F. EL V. E 0'-0" ,LIVING ROOM F.F. - - - ----- - - — w - ELEV. -1'-7" hTERRACE F.F. ,, -- - - -- ----- - -- - - - - ELEV. -2'-8" 01 EXISTING SOUTH ELEVATION 1/8' _ V-0' PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 hT.O. RIDGE _ ELEV. 30'-4" r � OLSECOND FLOOR F.F. ELEV.T- 7 --- - -- - - - - - -- i KINLIN RUTHERFURD ARCHITECTS, PLLC OL ENTRY F.F. n LJ d 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 Lj NEW YORK,NEW YORK 10022 FAX.(775)582-1736 O,LIVING ROOM F.F._-- _ - -____-- h TERRACE F.F. -— -- - ----- -- - --- - -- --- ..__.. ARE Rc ELEV. -2 -8 \�� �- o . k, tii�� M T029A \.! F(DF N N W ' EXISTING & PROPOSED W SOUTH ELEVATION z 02 PROPOSED SOUTH ELEVATION O A-204 1/8' = ''-0' PROJECT: 338 U a a a , H U U Z N N O N PERMIT REVISION 03.09.22 16"O.C. TYP PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 LAP DOUBLE TOP PLATE, 4" MIN. WALDIN PEQUOPOINT 2x8 HEACER TYP. 28750 CASTLE 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 z Q WIN. R.0. w (SEE PLANS) 0 z KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ED ARcy 0 s,T 029A OQ. x N N w CONSTRUCTION N W DETAILS 0 1 TYPICAL WINDOW FRAMING DETAIL A-401 0 0 PROJECT: 338 U W WWINDOW SCHEDULE a H U W GROUND FLOOR Rough Opening Size Jamb Casing Divided Exterior Q Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 101 101 FAMILY ROOM A MARVIN UDHG2 2424 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 102 101 FAMILY ROOM A MARVIN UDHG2 2424 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 103 101 FAMILY ROOM C MARVIN UCA 3020 ULTIMATE CASEMENT PICTURE SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 104 101 FAMILY ROOM E MARVIN UCAP 9620 ULTIMATE CASEMENT PICTURE SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 105 101 FAMILY ROOM C MARVIN UCA 3020 ULTIMATE CASEMENT PICTURE SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION N © 1C►6 101 FAMILY ROOM F MARVIN CUSTOM (UCA 9682) ULTIMATE CASEMENT PICTURE SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 107 103 KITCHEN A MARVIN UDHG2 2422 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 108 103 KITCHEN A MARVIN UDHG2 2422 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 109 103 KITCHEN C MARVIN UCA 3020 ULTIMATE CASEMENT PICTURE - - IZ3 COASTAL/HURRICANE CERTIFICATION 11.0 103 KITCHEN D MARVIN UCAP 6020 ULTIMATE CASEMENT PICTURE - - IZ3 COASTAL/HURRICANE CERTIFICATION 11-1 103 KITCHEN C MARVIN UCA 3020 ULTIMATE CASEMENT PICTURE - - IZ3 COASTAL/HURRICANE CERTIFICATION 11.2 103 KITCHEN G MARVIN CUSTOM (UCAP 6082) ULTIMATE CASEMENT PICTURE - - IZ3 COASTAL/HURRICANE CERTIFICATION 11.3 103 KITCHEN A MARVIN UDHG2 2422 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 11.4 103 PANTRY B MARVIN UDHG2 2416 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 1-;2 105 MUDROOM A MARVIN UDHG2 2420 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 113 105 MUDROOM A MARVIN UDHG2 2420 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 134 104 LAUNDRY A MARVIN UDHG2 2420 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 1,;5 101 FAMILY ROOM A MARVIN UDHG2 2424 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION 101 FAMILY ROOM A MARVIN UDHG2 2424 ULTIMATE DOUBLE HUNG G2 SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION E11, 27 101 FAMILY ROOM H MARVIN UDGRT 5150 ULTIMATE DIRECT GLAZE ROUND TOP SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION !8 101 FAMILY ROOM H MARVIN UDGRT5150 ULTIMATE DIRECT GLAZE ROUND TOP SDL METAL IZ3 COASTAL/HURRICANE CERTIFICATION N PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX.(775)582-1736 ��ED ARc 1 rr T M t N N N WINDOW SCHEDULE N W W x A-501 0 PROJECT: 338 U a a a, H U W H U N N O N AD g Dc D E MARVIN MARVIN MARVIN MARVIN MARVIN ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION DOUBLE HUNG G2 WINDOW DOUBLE HUNG G2 WINDOW CASEMENT PICTURE WINDOW CASEMENT PICTURE WINDOW CASEMENT PICTURE WINDOW 101 , 102, 107, 108, 113 114 103, 105, 109, 111 110 104 132, 133, 134, 135, 136 PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 OF H KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 MARVIN MARVIN MARVIN ��ED ARO ULTIMATE COLLECTION ULTIMATE COLLECTION ULTIMATE COLLECTION [� `ate1 c �� CASEMENT PICTURE WINDOW CASEMENT PICTURE WINDOW DIRECT GLAZE ROUND TOP WINDO ►. z .n 106 112 137, 138 .; h * 1 " INSULATED GLAZING AND/OR * 1 " INSULATED GLAZING AND/OR �FoF=V;,;e ' x TEMPERED RECOMMENDED OR REQUIRED TEMPERED RECOMMENDED OR REQUIRED'" N N w WINDOWSCHEDULE N W a A-502 0 PROJECT: 338 ELECTRICAL LEGEND NOTES a GENERAL ELECTRICAL NOTES: ELECTRICAL NOTES: 0 1 A201 b WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE pa } RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK H • G.F.I. GROUNDED FAULT RECEPTACLE OUTLET STATE - SECTION R313.1 REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE HARD-WIRED WITH BATTERY WATERPROOF RECESSED LIGHT FIXTURE 2. ALL RECEPTACLES ARE TO BE *DECORA" STYLE, AND ALL BACKUP AND INTERCONNECTED. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. U + SURFACE MOUNTED LIGHT FIXTURE -C QUADRUPLEX RECEPTACLE DIMMER SWITCHES ARE TO BE 'DNA' SWITCHES WITH NO H ® UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE NIGHTLIGHT. 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE - SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INT17RCOM b TELEPHONE/DATA 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS U PROJECT. 72 OF THESE FIXTURES WILL BE FITTED WITH 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. $ SWITCH Q TELEVISION HIGH EFFICACY LAMPS. PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL AS TO WHICH 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT DIMMER SWITCH $o ® EXHAUST FAN FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. $, 3-WAY SWITCH p THERMOSTAT 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. 3-INAY DIMMER SWITCH O SMOKE/CARBON MONOXIDE DETECTOR NOTED AS GFI. P; $moR DOOR OPERATED SWITCH 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING ED DOORBELL 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. DUPLEX RECEPTACLE 't OTHERWISE NOTED. FIXTURE FITTED WITH A 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR z@wr. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP AS PER ARCHITECTS SPECIFICATIONS. r----- I = jr-------------------- ------------------- - --------- ` WORK TYPE: ALTERATION TO EXISTING i _ __ I ENERGY ANALYSIS SINGLE-FAMILY RESIDENCE 7 I NITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE SUPPORTING I-------1 o DOCUMENTATION j N r-------L_J © NEW LIGHT FIXTURES AT LEAST 75% OF THE 75% OF THE PERMANENTLY E-101 I TO BE INSTALLED PERMANENTLY INSTALLED INSTALLED INTERIOR LIGHTING E-102 I THROUGHOUT THE FIXTURES WILL BE FITTED FIXTURES WALL BE FITTED WITH (ELEC PLANS) I INTERIOR OF THE WITH EITHER COMPACT HIGH-EFFICACY LAMPS. I HOUSE FLUORESCENT LAMPS,T-8 [2009 IECC SECTION 404.1] OR SMALLER DIAMETER LINEAR LAMPS,OR LAMPS WITH ASUNROOM MINIMUM EFFICACY OF: 1. TERRACE 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS, 2. / 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR \ / LAMPS 15 WAT13 OR LESS. A / u u u u I I i I I I I I I I 11 LIVING ROOM EXISTING N (104 BEDROOM 1 0 - - - Q CL / PANTRY / \ 1 HE PERMIT REVISION 03.09.22 I \7 PERMIT REVISION 11.16.21 FOYER _________ \J PERMIT REVISION 10.18.21 HE \ HE EXISTING \ % o�_ / BATH 1 PERMIT REVISION 09.27.21 r� ��_/� / EXISTING / "E \` HE CL PR 1 r--==--- PERMIT REVISION 08.02.21 EXISTING Fr 1 HE E PERMIT SET 04.15.21 o ( Rn - N // HE O \�\ \\� HE �G{ / � \ HE \ HE HE \ \ WALDIN PEQUOT POINT 2875 CASTLE ROAD `' // \\ ® ® FISHERS ISLAND,NEWYORK 06390 HE HE HE Q011 ' ,/ / / 04 H HE �-JI HE 1 1 x \\ HE < HE / \ �\o/D i �\ 7N / \ \� HE �P pO HE ' KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 2 TEL (212) 88 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 HE ARLO �. `, 01/A203 020 4A N ELECTRICAL PLAN GROUND FLOOR \ O z \,\ ELECTRICAL PLAN E_101 z I 3/16"= 0"0 PROJECT: 338 0 U a a a H WUW F U P4 Q a� - Z N N O N PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 #1 i #2 � I 4" V.T.R 4" V.T.R ROOF EXISTING FIRST ROOF FLOOR GAS METER TO REMAIN RELOCATED LAVATORY RELOCATED SINK i RELOCATED SINK ON FIRST FLOOR 211 RELOCATED 211 RELOCATED WASHER INLET VALVE I RELOCATED TOILET DISHWASHER I I 3/4" FEED REPLACED SINK 2" __-L_ 2" 211 _-----_1 -__--__ 2" 1 i -- RELOCATED GAS i „i „ 1 RANGE 11112 11121 2 1 11%° i1/11 1Y2"� 2" 1 1 I I 1 1 1 KINLIN RUTHERFURD ARCHITECTS, PLLC M 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 W NEIN YORK,NEW YORK 10022 FAX:(775)582-1736 KITCHEN LAUNDRY KITCHEN PANTRY POWDER ROOM FIRST FLOOR 2" 2" 2" 2" FIRST FLOOR 11/2" 11/2" 4" FIRST FLOOR ��D ARC 411 � 411 0A EXISTING GAS RISER .: TO REMAIN 4�� " 4 N 4" TO EXISTING SEPTIC 4" TO EXISTING SEPTIC w PLUMBING RISER N W DIAGRAM W x P-101 0 O 1 PLUMBING PIPING PLAN PROJECT: 338 U a a W H U W H •U, 01 ZA201 N N O N N Q PERMIT REVISION 03.09.22 (� PERMIT REVISION 11.16.21 o2--o- PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 \\ PERMIT SET 04.15.21 ,o / tiff WALD I N O // PEQUOT POINT 2875 TLE ROAD N \ , FSHERSSISLAND,NEW YORK 06390 O \ 02._0" \ \ / SHADED AREA REPRESENTS EXISTING CELLAR s- / s• / KINLIN RUTHERFURD ARCHITECTS, PLLC R 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D AR chi D. ccf) EXISTING SLAB ON GRADE ABOVEeq �C \ NEW FOOTING FOR N MASONRY FIREPLACE \ 01 A203 STRUCTURAL PLANS cn FOOTING PLAN a z S-101 O 1 CONSTRUCTION PLAN PROJECT: 338 -43/16"=lr_O" U a a P64 rA H U W H 01 A201 d N N O N N / \ ! PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 mi.-o. PERMIT REVISION 10.18.21 SONOTUBE FOR WOOD PERMIT REVISION 09.27.21 DECK/SCREEN PORCH POST PERMIT REVISION 08.02.21 \ PERMIT SET 04.15.21 ryti a / WALDIN PE UOT POINT Q 2875 CASTLE ROAD \ N \ FISHERS ISLAND,NEW YORK 06390 `�\ 01'_0. \ \ \ SHADED AREA REPRESENTS / EXISTING CELLAR 0 \ !s• \��' ` KINLIN RUTHERFURD ARCHITECTS, PLLC A• 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 R• D APR? Cb EXISTING SLAB ON GRADE INFILL SLAB ON GRADE \ �/ / 029AA C} N NEW MASONRY FIREPLACE 01 A203 w STRUCTURAL PLANS W FOUNDATION PLAN z S-102 01 CONSTRUCTION PLAN PROJECT: 338 2 3/16n=1'— On U a a a H U W H U w x x N N O N NEW DECK AT SCREEN PORCH +,o PERMIT REVISION 03.09.22 uO�sTs PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALD I N PEQUOT POINT 2875 CASTLE ROAD NEW DECK FISHERS ISLAND,NEW YORK 06390 u��sTs SHADED AREA REPRESENTS EXISTING ROOF FRAMING �G+ 0 u� QST s KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 0,D AR46 chi EXISTING SLAB ON GRADE cin NEW MASONRY FIREPLACE ` OF NEIN �C N N STRUCTURAL PLANS W N w FIRST FLOOR FRAMING z S-103 0 01 CONSTRUCTION PLAN PROJECT: 338 .403/16"=1'-O" U a a a H U w H U a� Z N N O N PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 �P PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 + WALDIN NEW ROOF AT 2875 SCREEN PORCH FISHERS POINT CASTLE ROAD O \ FISHERS ISLAND,NEW YORK 06390 �F of NEW ROOF Q�0 2'Qp ® O� IN Yo TF SHADED AREA REPRESENTS a �S EXISTING ROOF FRAMING 1� ti �J f e KINLIN RUTHERFURD ARCHITECTS, PLLC f roc �ooF oo. 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 C' �, f ED At? y. R �.fj'.sw•r� N N w STRUCTURAL PLANS N E w ROOF FRAMING z S-104 0 CONSTRUCTION PLAN PROJECT: 338 0 � Z 3/16n=1 i_On /d� �5 . - ;Z-- l S � q U a v s . � SHEET DESCRIPTION A001 TITLE SHEET A020 SITE PLAN - EXISTING A021 SITE PLAN - PROPOSED A031 DEMOLITION PLAN - GROUND FLOOR A032 DEMOLITION PLAN - SECOND FLOOR N A101 CONSTRUCTION PLAN - GROUND FLOOR 0 © A10�2 CONSTRUCTION PLAN - SECOND FLOOR A2011.1 EAST ELEVATION - EXISTING A201.2 EAST ELEVATION - PROPOSED A2012.1 NORTH ELEVATION - EXISTING A202.2 NORTH ELEVATION - PROPOSED A211 BUILDING SECTION - EXISTING A212 BUILDING SECTION - PROPOSED A213 DETAIL SECTION PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582.1736 Eo ARc VlVALD N\�, fl"u0 'u' mllZ'f-) h cS,-90294 TFOF NE�� M TAX MAP NO . 1000, SECTION 5, BLOCK 2 , LOT 10 . 12 N N 2375 CASTLE ROAD TITLE SHEET CIO W FISH ERS ISLAND, NEW YORK 06390 DISTRICT R- 120 HALF SCALE A-001 PROJECT: 338 U \ a \ a \ WU H \ � I \ N 324. 91 E 1157. 47 x MERESTONE / (FOUND) N/F EDWARD & LESLIE O STONE WALL—�' McELWEATH P MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE G F� 3o,� / / 1 ' 2,730't TO I ti / \ PBURIED R❑PANE EAST MAIN ROAD I // F rq� �'A KK FEIN, E 1 GARDEN MERESTONE G�- / � FENCE N 229. 90 E 9 75. 6 9 STONE WALL C O pQ // �s� G 6 � / 0. / POOL EQUIPMENT EXISTING n 1 EXISTING / RESIDENCE / WELL _ _ — // i POOL / 4pG HOUSE �1- / \ / EXISTING / / RESIDENCE, / 0 FENCE O O Q/) N/F HILLARY SCHAFER FENCE roo `OQ O)/ PERMIT APPLICATION 09.06.22 oo VARIANCE SET 12.13.21 \ \� WALDIN PEQUOT POINT \ / / 2875 CASTLE ROAD O FISHERS ISLAND,NEW YORK 06390 APPROXIMATE O HIGH WATER \,/ \ \ O J Ov '\oQ v / \ KINLIN RUTHERFURD ARCHITECTS, PLLC l 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ��ED AR�ti� �r N�9To 029a$�y�Q� N / / N SITE PLAN W EXISTING / 0 1 SITE PLAN CIO1/32" = 1'-0" a� HALF SCALE A-020 0 PROJECT: 338 U a \ IN, H U N 324. 91 E 115 /.47 x MERESTONE / / (FOUND) N/F EDWARD & LESLIE rq C) I STONE WALL J' McELWEATH rq MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE i G Fo Jo,� � \ /r E�!? E 730'± T�� BURIED AST MAIN ROAD I // LF` F Yq� RDPANE r / ANK —F-ENC�E GARDEN MERESTONE P0Q / r/ P�� FENCE N 229. 96 E 9 75. 6 9 STONE WALL �� �o F� � r CoQ / �S,°• / Qj POOL EQUIPMENT / I L EXISTING EXISTING / RESIDENCE' / O O� WELL _ r i POOL HOUSE OF \ / EXISTING / \ / RESIDENCE / O FENCE / \ o, w NF / \ G AGE HILLARY SCHAFER 9 \ r FENCE �o /� / / PERMIT APPLICATION 09.06.22 9 VARIANCE SET 12.13.21 \ / 4b - \ WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 \ / APPROXIMATE O HIGH WATER 'IV \ O / \ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ` �Eo ARc'yi� ' �.y °• 029��1 yOQ� OF N / / W i / N SITE PLAN PROPOSED 0 1 SITE PLAN C/O / /32n = V_pn HALF SCALE ' A-02 .1 PROJECT: 338 U a a H U U REMOVE LOW TERRACE WALL REMOVE STEPS — — — — — — — — —— —— —— —— ——— — —— ———— —— ———— r----- --- - -- --- --- -- -- - - --- - -- -- - _ _ _ I I N 75 FROM TOP OF — o \ I TERRACE SUN ROOM — — i \V/ - - - - - - - - _ 11 1 1 1 - - 1-I-- _ 77, - DINING ROOM LIVING ROOM 00 FROM TOP OF BLUFF — - _ II II BEDROOM 1 II II \! 11 CL CL / I I CL CL / HALL / FOYER � % ! , PANTRY BATH 1�\ I I I O FAMILY ROOM CL PR 1 PERMIT APPLICATION 09.06.22 STAIR VARIANCE SET 12.13.21 2 - i WALDIN / LAUNDRY PEQUOT POINT MUDROOM \ j 12875 CASTLE ROAD FISHERS ISLAND,NEWYORK 06390 ! KITCHEN KINLIN RUTHERFURD ARCHITECTS, PLLC \� 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 CEO A �\ 5�7 ki tii�� y 029a� M TF OF NE`s N N DEMOLITION PLAN CIOW GROUND FLOOR CIO - � DEMOLITION PLAN HALF SCALE O 3/16"=l'-O" A-03 .1 PROJECT: 338 U a a H WU�y U 75 — OF B— K — N FROM TOP AN ` — \ REMOVE EXISTING TERRACE ROOF — — — —— — — —— —— ———— — — —— —— ——— ——— —— —— - ` ` CL i - - - - - - - - - - CL - - - - --P-MMARY - - - BATH _ - - - - - - - - - -_ - - - -_ —_ - - - - -_ —_ _ \ - - - - - - - - - - - - - - /� DRESSING CL — ROOM �- \ PRIMARY BEDROOM \ I CL BEDROOM 3 — — — BEDROOM 4 _ CL 100 FROM TOP OF BLUE\ \ - - - - - - -- I �, I %� CL CL CL \ \\ HALL �\ CI_ 1` STAIR BATH 2 \ BATH 4UL \ CL CL / \ CL CL I I I BEDROOM 8 BEDROOM 7 BEDROOM 6 BEDROOM 5 ---- BATH 3 ---- PERMIT APPLICATION 09.06.22 OVARIANCE SET 12.13.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 2 2 n:�A ' ' 029 $ yQ� m DF NE`s �C N N N DEMOLITION PLAN W SECOND FLOOR � DEMOLITION PLAN HALF SCALE O p 2 3/16"=l'-O" A-032 PROJECT: 338 U a a CONSTRUCTION LEGEND CA U NEW CONSTRUCTION ® EXISTING WALLS TO REMAIN uSD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR ® EXHAUST FAN NEW TERRACE STAIRS HB HOSE BIB ' III r-- I li NEW LOW TERRACE WALLS j N 75 FROM TOP OF BANK © VIII II II II II �IIIII II SUN ROOM - illl'i II II illl'i II II - DINING ROOM — — LIVING ROOMLH— ()0 FROM TOP OF II II I F _ II II I , BEDROOM 1 II II II II II II v v UPI I I I CL CL \ CL CL / n\ 0 HALL FOYER r \ IDN PANTRY `� I I / O BATH 117 ' FAMILY ROOM CL PR 1 O PERMIT APPLICATION 09.06.22 STAIR / a VARIANCE SET 12.13.21 _ UP - WALDIN LAUNDRY I PEQUOT POINT MUDROOM I O O I 2875 CASTLE ROAD \ v \\ L- - - - - - FISHERS ISLAND,NEWYORK 06390 KITCHEN, �\ KINLIN RUTHERFURD ARCHITECTS, PLLC \\ 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 \\\ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 \\\ E_D ASG' \\ J IL) 02948���@� OF NE14 M N N CONSTRUCTION PLAN W GROUND FLOOR CIO - � CONSTRUCTION PLAN HALF SCALE O �a 2 3 16"=1'-0" A-10 .1 PROJECT: 338 U a a CONSTRUCTION LEGEND U 0 NEW CONSTRUCTION ® EXISTING WALLS it TO REMAIN uSD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR ® EXHAUST FAN HB HOSE BIB i — — NEW TERRACE ROOF 0 75 FROM TOP OF BANK — N � CL - — — RI MARY 10 - - - - - _ BATH I -- - - - - - - - - - - -- - —_ �� 202 I - _ DRESSING CII — �— - - - - - - - - -� I ` I� ROOM _ PRIMARY BEDROCM I \ 2BEDROOM 3 03 — — 201 DLII BEDROOM 4 — — — jcLII 0 F,RM Top OF - - - - - - - - - -- - - - -- _ =CL= � - - - - - - - - - - - -- - - - - - CL 77 STAIR BATH 2 O BATH 4 \ CL \ O CL CL o CL I I I I I I I I I I i I BEDROOM 8 ------ BEDROOM 7 BEDROOM 6 BEDROOM 5 ---- BATH 3 ---- PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 i i i i i i i KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ED ASC, Q� M � '4TH• 0 g�a�.�p F OF NE`s N N CONSTRUCTION PLAN W SECOND FLOOR CIO - � CONSTRUCTION PLAN HALF SCALE 0 �a 3/16"=V-10" A PROJECT: 338 U a a P, to H WUW E� U N O N PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE ELEV. 30'-4" - - WALDI N PEQUOT POINT /�1 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 REMOVE EXISTING TERRACE ROOF - . .. � REMOVE LOW WALL REMOVE EXISTING STEPS / \ HHH I=11E -LL SECOND FLOOR F.F. - - - - - - - - r-- - ---- a- - . . - -- - ------ -= --- - - - __ .._.._.... ELEV. s —� - - -- -------- ------------ - _. ----- --- -- - -- - -- KINLIN RUTHERFURD ARCHITECTS, PLLC � f 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 --- ®!i 000 i� - i ;D AR (-% r E ki F G ENTRY F.F. ELEV. 0'-0 M LIVING ROOM F.F. _ _ ELEV. -l'-7" TERRACE F.F. - :. _ T .T.- -.__. ._.. .._..._ - , - _ ..� .._..._ . ___. mom_ -- .. . -- _... �qJ 029 y0`� N ELEV. -2'-8" OF N N EAST E L EVATI 0 N EXISTING HALF SCALE 0 I�1 EAST ELEVATION 3/16' = 1'-0' A-201.1 O PROJECT: 338 U a a a H v U N O N PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE ELEV. 30 -4 N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 NEW TERRACE ROOF NEW STEPS JL]L] 11 1I - HHH SECOND FLOOR F.F. --' -- _. _.:.. - - - -- --------- --- --- - - KINLIN R THE - =- _;. ELEV. 9'-7" - - _ --- - -- - --- -- - _ .. - ------ - - --- - - - - - ------------------ - U RFURD ARCHITECTS, PLLC i 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I � jAllED ARC I ? i ENTRY F.F. ELEV. 0'-0- ,._. - - 029�a y0 M LIVING ROOM F.F. - 9TF OF N�� I I ELEV. -l'-7- TERRACE 1 -7TERRACE F.F. N ELEV. -2'-8" - N EAST E L EVAT I O N W PROPOSED HALF SCALE o O 1 EAST ELEVATION A-201.2 3/16' = 1'-0' PROJECT: 338 U a a a H WU H U N O N PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE ELEV. 30'-4" WALDIN PEQUOT POINT 2875 CASTLE ROAD \ FISHERS ISLAND,NEW YORK 06390 dHH HT T1j . TH �T- 44 i SECOND FLOOR F.F. ELEV. 9 -7 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 �HHH HHH -1\ ti DR � R a c E i ENTRF.F. ELEVY0'-0- LIVING ROOM F.F. ELEV. -1 -7 .. TERRACEF.F. ------- -------- ----= - ._. -. . - - - _ -- - - ------------- -- _. -.-. ------------ -- --------------- - --- - --- - - ------------- m ELEV. -2 -s �'S'TF 029A OF NES�O N N w NORTH ELEVATION N W EXISTING HALF SCALE 01 NORTH ELEVATION 202m 3/16' = 1'-0' A- 1 PROJECT: 338 U a a H WUW F� U N O N PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 FIR LLI HH L----------------- a I SECOND FLOOR F.F. -------------------- -- - -- ---------------- _ - - - - - - - KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ARO ENTRY F.F. ELEV. 0'-0" — — LIVING ROOM F.F. t ELEV. -l'-7" TERRACE F.F. - - _._ .. .-.. __ -... - ,.... ... _ --- -- ..... _.. - - _ - - - ---. -- - - -- -- - �,9 029 $1 y0 ELEV. -2'-8" TF OF N�`N N N w NORTH ELEVATION H PROPOSED W - � NORTH ELEVATION HALF SCALE o 3/16" = ,'-o. A-202m2 PROJECT: 338 U a a P. H WUW F� U N O N I PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE ELEV. .30'::7-4 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 REMOVE EXISTING TERRACE ROOF SECOND FLOOR F.F. / ELEV. 9'-7" -- — KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 cl ENTRY F.F. -- - - LIVING ROOM F.F. ELEV. -1 -7 TERRACE F.F. ELEV. -2'-8" �.1 029�Q1 M FBF Nc`N N N BUILDING SECTION W EXISTING HALF SCALE O 1 BUILDING SECTION '�- 3/16" = 1'-0' PROJECT: 338 U a H U U N O N i i PERMIT APPLICATION 09.06.22 VARIANCE SET 12.13.21 T.O. RIDGE ELEV. 30 -4 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 NEW TERRACE ROOF SECOND FLOOR F.F. ELEV. 9'-7" KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 Q ARC ENTRY F.F. ELEV. 0 -0 � 0A LIVING ROOM F.F. TERRACE F.F. -- -- ._ - - - - - - - -- -------------------- ELEV. -2 -8 029��' or NE`j`y N N w BUILDING SECTION W PROPOSED � HALF SCALE BUILDING SECTION O 1 C7 3/16" = 1'-0' A-212 PROJECT: 338 U a a a H WUW Fi U x EX. EXTERIOR WALL ASSEMBLY WATERPROOFING AT CONNECTION N O 2x10 BEAM AT EX. EXTERIOR WALL FINISH AT TERRACE ROOF 2x8 JOISTS AT 12" 0.C. FASCIA BOARD (3) 2x10 8c (1 ) 2x6 BEAM. BOLT CONNECTION THRU CENTER OF 2x6 i EX. FLOOR ASSEMBLY 6x6 POST 2" BLUE STONE TOP 6" CONCRETE SLAB PERMIT APPLICATION 09.06.22 GRAVEL FILL VARIANCE SET 12.13.21 WALDI N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 CONCRETE POST ANCHOR AT 6x6 POST MASONRY STEPS WITH BLUE STONE TREADS TO MATCH F1 CONCRETE FOUNDATION & FOOTING ❑❑❑❑ ❑❑❑❑ —77d ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑ ❑❑❑❑❑❑❑❑❑❑❑❑ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 LTJ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 a o CO C7 I p ��. ARcyi Lu I I ; - CONCRETE FOUNDATION & FOOTING 4F NE`N y N N GRAVEL FILL DETAIL SECTION H w EX. FOUNDATION WALL HALF SCALE � O 1 DETAIL SECTION -213 PROJECT: 338 U l G��1 gl W h U 01 A201 Q Q w u: w x F- r� a z N N O U �O. b V �2 l PERMIT REVISION 09.16.22 rPo1 PERMIT REVISION 03.09.22 5 °• /� + qo PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 C K ,ti /' \ PERMIT REVISION 09.27.21 DIMENSIONS FOR GRADE BEAM FOOTINGS PERMIT REVISION 08.02.21 MAY VARY. MUST BE COORDINATED WITH ':� TOPOGRAPHIC SLOPE. DESIGN INTENT TO HAVE STAIR TREAD \ ( END INTO SLOPED GRADE) ° \ /, �`°, / PERMIT SET 04.15.21 ' WALDIN PEQUOT POINT 2875 CASTLE ROAD Q ti 'o• > , °� �/ „ •,�/ \`•/ \ ,\ FISHERS ISLAND,NEW YORK 06390 N Y14 - O � \• 1 \ D' SHADED AREA REPRESENTS EXISTING CELLAR 9'� � SEP 1 a ij IN • � �� KINLIN RUTHERFORD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 6 •' ? \ , O / / NEW YORK,NEW YORK 10022 FAX:(775)582-1736 � J � 029 OF NIE44 X s\ss .. p \ /ell STRUCTURAL PLANS FOOTING PLAN � s• v S-101 rn ?• o � 0 1 STRUCTURAL FOOTING PLAN PROJECT: 338 2 3/16"=l'—O" U W W a H U W F- x 01 A201 Q D IX W x a C4 z a N N O N Q n CONCRETE PIER (TYP.) ti ry O / > O / d ,lb CONCRETE FOUNDATION WALL / \ < s�'o• � �> PERMIT REVISION 09.16.22 Ilk /' " PERMIT REVISION 03.09.22 // ^\ ,,°• / // \\\ PERMIT REVISION 11.16.21 �1v < < '/ PERMIT REVISION 10.18.21 / \ DIMENSIOIJS FOR PIERS & STAIR GRADE �9, \ �\ �. / ,y�� Q� ,'/ �'�`\ \`\ PERMIT REVISION 09.27.21 BEAMS MAY VARY. MUST BE COORDINATED WITH TOPOGRAPHIC SLOPE. (DESIGN INTENT TO HAVE STAIR TREAD � x �/ ^ / x^�y� �/ �% ,,\\ PERMIT REVISION 08.02.21 END INTO SLOPED GRADE) ti Pp PERMIT SET 04.15.21 p lb WALDIN > PEQUOT POINT N �P�o ` / 2875 CASTLE ROAD Nx FISHERS ISLAND,NEW YORK 06390 O pT.`� \ SHADED AREA REPRESENTS �A \\ EXISTING CELLAR / 6" WIDE x 6" DEEP REINFORCED GRADE / BEAM (TYP.) / > \` �o <\ ,> X�s A gyp° / / , �; 'F� • , . `' •5> W \tea ,/ ,r °'- � , rS° ° v ° � • • KINLIN RUTHERFORD ARCHITECTS, PLLC G� ' /�' °• A'Fp, .�' ° ° •j /' 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 Y � ED ARc'yi TIERED CONCRETE FOUNDATION WALL \\\ �� v �� 6d`a\� �� ��' ,/r �Q` F 1 9 (TYP,) . F F �. OF NO STRUCTURAL PLANS FIREPLACE FOUNDATION WALL FOUNDATION PLAN W LINE OF HEARTH ABOVE (COORDINATE WITH CONSTRUCTION PLAN & FLOOR FRAMING) S-102 V., ® 1 STRUCTURAL FOUNDATION PLAN PROJECT: 338 .40 3/16"=1'-0" U W W a E� conU W x u x Q x w w x E~ 04 z x N N O N G Off' G� O� �e P Off' PERMIT REVISION 09.16.22 co, P� PERMIT REVISION 03.09.22 �+�o ����� ,� PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 COORDINATE: STAIR FRAMING WITH TREAD DEPTH AND SLOPE CONDITIONS ON SITE. PERMIT REVISION 08.02.21 STAIRS TO END INTO SLOPING GRADE oc, PERMIT SET 04.15.21 1� P� 60 BOLTED CONNECTION BETWEEN EXTERIOR �� , WALDIN AND INTERIOR FRAMING PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 SHADED AREA REPRESENTS EXISTING FRAMING \`) J IN rl+ TS, 9� 'G1 OC 'O �s 9� KINLIN RUTHERFURD ARCHITECTS, PLLC °q 0 9� 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 la,y NEW YORK,NEW YORK 10022 FAX:(775)582-1736 • F�P�\� ��� �Q`�•� ARc'yi TIERED FOUNDATION WALL (TYP.) OF IN M N FIREPLACE AND HEARTH ,'h�+`��� STRUCTURAL PLANS uow FIRST FLOOR FRAMING W x (2) PRESSURE TREATED 2x12 JOISTS BELOW TJI's —103 0 1 STRUCTURAL FRAMING PLAN PROJECT: 338 2 3/16"=1'-0" U W a a H U W F-' U Q C� W x STAGGERED BOLTS AT 12" O.C. - CONNECTING 17 11j" LVL RIM JOIST TO (2) PRESSURE TREATED 200 RIM JOISTS AT DECK ANCHOR BOLT N 1�1 I I C) I — FLOOR ASSEMBLY: HEIGHT 1'-2b" (ALIGN TO EXISTING) N Q 'I I I I FINISH FLOOR it - SUB FLOOR I I I I I - 11�" TJI JOIST it - BATT INSULATION - 2x4 SILL PLATE PRESSURE TREATED 200 JOIST AT 16" O.C. HUNG BY SIMPSON JOIST HANGER (TYP.) ALIGN T.O. JOIST_ - PLYWOOD I I� I II (2) PRESSURE TREATED 2x10 RIM JOIST it I� I li io 1, 1 F�l CONCRETE PIER WITH MASONRYVENEER BEYOND ------ ANCHOR BOLT I I I i EXISTING FOUNDATION & FLOOR JOISTS TO REMAIN I TYP. 10" REINFORCED CONCRETE FOUNDATION WALL: Z z - VERTICAL #5 BARS & DOWELS TO MATCH. I I , co m - STD HOOKS AT 18" O.C. N 1Q- HORIZONTAL #5 BARS AT 18" O.C. 04 I too 'o 4 2x4 CONTINUOUS KEY I I 1 I 3 o x-----*---- x-----x-----x-----x F- -i L--- r_J -, w m 7� i I o CONCRETE FOOTING BEYOND I I1 I I I f I ° r9 L---------J L___-___--J 4" REINFORCED CONCRETE SLAB 6" COMPACTED GRAVEL 24"x12" CONCRETE FOOTING (2) #5 BARS, CONTINUOUS & MIN 3" ABOVE BASE GRAVEL 4" DRAIN PIPE PERMIT REVISION 09.16.22 02 SECTION AT KITCHEN / PORCH PERMIT REVISION 03.09.22 1/2"=1'-0" PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 STAGGERED BOLTS AT 12" O.C. - CONNECTING 11j" LVL RIM JOIST TO (2)PRESSURE TREATED 2x10 RIM ANCHOR BOLT JOISTS AT DECK 2 2x12 BEAMS Lu (2) PRESSURE TREATED 2x10 BEAM AT MID POINT SIMPSON JOIST HANGER AT EACH DECK JOIST (TYP.) m 2x6 BLOCKING 0 (2)PRESSURE TREATED 2x10 RIM JOIST PRESSURE TREATED 2x10 JOIST BEYOND (TYP.) a BRICK VENEER AT EXPOSED FOUNDATION WALL (TYP.) 0 �o --� — --- - -- - -- - ------ ---" - -- - - FLOOR ASSEMBLY: HEIGHT 1'-2j" (ALIGN TO EXISTING) C14 - i" FINISH FLOOR I - " SUB FLOOR - - — ---------- - -- - ---- -- - - - 11j" TJI JOIST - BATT INSULATION - 2x4 SILL PLATE - j" PLYWOOD 6"x6" REINFORCED CONCRETE GRADE I ANCHOR BOLT BEAM -1 L *--* _ TYP. 10" REINFORCED CONCRETE FOUNDATION WALL: KINLIN RUTHERFURD ARCHITECTS, PLLC r- - z Z ° - VERTICAL #5 BARS & DOWELS TO MATCH. 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 5i - STD HOOKS AT 18" O.C.CONCRETE PIER BEYOND �� NEW YORK,NEW YORK 10022 FAX:(775)582-1736 CONCRETE PIERS FOR GRADE BEAMS�I I I Q. C. - HORIZONTAL #5 BARS AT 18" O.C. BEYOND a N a of d 2x4 CONTINUOUS KEY A„ L-� -� �_ w o * ---- ---- ----- ---- ---- x-----x ----*----�c-----x --- ---- x----- * ---- ---- x �c----- ----* ---mac o GRAVEL F- , EQ 9 I m I `VG�� JCj�G kiq,✓T�.1 I I I I o I I o `t I I I 4" DRAIN PIPE L__-- J L---------J SHARED CONCRETE FOOTING FOR 7" 10" 7" 7" 10" 7 (2) #5 BARS, CONTINUOUS & MIN 3" ABOVE BASE 294a�yO� GRADE BEAMS BEYOND FBF NE�T1 CONCRETE FOOTING & PIER BEYOND 2'-0" 4" REINFORCED CONCRETE SLAB 2'-0" N 7 6" COMPACTED GRAVEL 24"x12" CONCRETE FOOTING W CONCRETE FOOTING & FOUNDATION WALL FOUNDATION SECTIONS N SIM. TO ANNOTATED ADJACENT CONCRETE FOOTING BEYOND H W W a S-201.00 0 1 SECTION AT LIVING / DECK PROJECT: 338 1/2"=1'-0" ROOF FRAMING WALL LEGEND U W a ---� EXISTING TO REMAIN V) E- U W E- x U Q W F� FG a N N O N G� OQ` Q God PERMIT REVISION 10.27.22 P� q PERMIT REVISION 09.16.22 ti ,ti+1 D PERMIT REVISION 03.09.22 Lti PERMIT REVISION 11.16.21 LLEAM jjPERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 G� F ` +� PERMIT SET 04.15.21 Off' I"NIN1>1 WALDIN try P� 6 ry+ PEQUOT POINT CASTLE2875 A FISHERS ISLAND,NDEW YORK 06390 JOISTS TO BE SECURED INTO EX. EXTERIOR WALL (TYP.) m m OVERLAY ADDITIONAL FRAMING FOR r DESIRED VISUAL SLOPE IN HATCHED 0�P AREAS. COORDINATE WITH ARCHITECT ON SITE. +^ N N RIDGE BEAM TO MEET CORNER OF EX. EXTERIOR WALL & COME IN 4" BELOW EX. FASCIA. COORDINATE WITH OCT 2 S ARCHITECT ON SITE 4 c s e 6 EAVES EXTEND 3" BEYOND FACE OF KINLIN RUTHERFURD ARCHITECTS, PLLC EXTERIOR WALL (TYP.) (2) x11- ( 1J"x11 s " LVL Y 8 LVL LLEY M 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 p NEW YORK,NEW YORK 10022 FAX:(775)582-1736 +'°'P '0 .29f' N N STRUCTURAL PLANS H ROOF FRAMING W /000 Q It/IIS-104 O ROOF FRAMING PLAN PROJECT: 338 2 3/16"=1'-0" 1 x �f� ISL� WALL FRAMING LEGEND C) EXISTING TO REMAIN co E� LOCATION OF LOAD BEARING BEAM / F? HEADER ABOVE �C �4 ® STANDARD WD STUD OR POST ❑ NON—STANDARD WD STUD OR POST 44 �U ❑ ENGINEERED WD STUD OR POST .0 E� WALL FRAMING NOTES 1. ALL EXTERIOR WALLS TO BE INSULATED & USE 2x6 'J FRAMING. G� (V (V c� c PERMIT REVISION 10.27.22 PERMIT REVISION 09.16.22 POSTS AT SCREENED PORCH TO BE PT 6x6 WITH EXTERIOR CLAD FINISH (TYP.) PERMIT REVISION 03.09.22 y% PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 DECORATIVE POSTS TO BE FURRED AT EXTERIOR WALL FACE OF SCREENED PORCH. ALIGN WITH PERMIT REVISION 09.27.21 POSTS ACROSS. PERMIT REVISION 08.02.21 PERMITSET 04.15.21 I'do M WALDIN LINE OF EXISTING 2ND FLOOR ABOVE \ — — — p" — — — — PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 �o��°oma 'o• 4 / A tido 2. V// of• .`'ice KINLIN RUTHERFURD ARCHITECTS, PLLC d� 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 MASONRY FIREPLACE o� ti D ARC% M O7_ *dNot, x el*1V STRUCTURAL PLANS WALL FRAMING W ti W x a S—IL05 0 O 1 WALL FRAMING PLAN PROJECT: 338 2 3/16„=1'—On HEADER & BEAM LEGEND CJ �a EXISTING TO REMAIN c� N C� D ENGINEERED WD STUD OR POST LOCATION OF LOAD BEARING BEAM / HEADER C - - - - LOCATION OF LOAD BEARING BEAM / C HEADER ABOVE 'D F� F G� E—+ F� C� (V (V c� Q) � PERMIT REVISION 10.27.22 P PERMIT REVISION 09.16.22 ti PERMIT REVISION 03.09.22 LINE OF EXISTING 2ND FLOOR ABOVE PERMIT REVISION 11.16.21 PERMIT REVISION 10.18.21 HEADER ABOVE TRANSOM PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 WALDIN PEQU- -, G RL ( ) l j"xl l j" LVL — —_ 2875 C POINT � — — 2575 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 / HEADER ABOVE CIRCULAR WINDOW (PULLED OUT OF DRAWING FOR GRAPHIC CLARITY) HEADER ABOVE TRANSOM KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \\ �' NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ LOAD BEARING BEAM MASONRY CHIMNEY 411 C, \ NN pF NES LOAD BEARING BEAM W LOAD BEARING BEAM STRUCTURAL PLANS cA'� HEADERS & BEAMS W W z_ HEADER ABOVE CIRCULAR WINDOW S-106 Pe (PULLED OUT OF DRAWING FOR GRAPHIC CLARITY) O 1 HEADERS & BEAMS PLAN PROJECT: 338 2 1 3/16"=l'-O" SHEAR WALL LEGEND U a EXISTING TO REMAIN UW LOCATION OF SHEAR WALL H x X LOCATION OF TIE DOWN ANCHOR U a: Q SHEAR WALL NOTES t� 1. "SIMPSON HD9B STRONG TIE HOLD DOWN ANCHORS" TO W BE USED AT ALL ENDS/CORNERS OF SHEAR WALLS. F- a a: N N O N PERMIT REVISION 10.27.22 PERMIT REVISION 09.16.22 PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 �P � A PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMIT SET 04.15.21 �Py WALDIN PEQUOT POINT _- 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 A� Sy9,p�gP��o �Py lf �Py KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 j 20 019 . ,yU� �sFP� STRUCTURAL PLAN "�� S SHEAR WALLS �a �. -107 U a. 0SHEAR WALLS PLAN PROJECT: 338 O 2 3/16"=1'_O" U a H U W H U w m x H a (2) 1j"x11b" LVL VALLEY BEAM z x N (2) 1 "x11 " LVL VALLEY BEAM C O N ROOF ASSEMBLY AS SPECIFIED C' 2x10 RAFTERS (2) 1j"x14" LVL RIDGE BEAM ROOF EDGE TO MATCH EX. HOUSE 1 j ) (3)1j"x14" LVL RIM BOARD (3)1j"x11j" LVL BEAMS WINDOW AS SPECIFIED, SEE WINDOW SCHEDULE PERMIT REVISION 10.27.22 PERMIT REVISION 09.16.22 PERMIT REVISION 03.09.22 PERMIT REVISION 11.16.21 0 PERMIT REVISION 10.18.21 PERMIT REVISION 09.27.21 PERMIT REVISION 08.02.21 PERMITSET 04.15.21 WALDIN PEQUOT POINT TYP. EXT. WALL ASSEMBLY: 2875 CASTLE ROAD _ J" GWB FISHERS ISLAND,NEW YORK 06390 - VAPOR BARRIER 2x6 STUD - i" PLYWOOD - WOOD SHINGLES AS SPECIFIED STAGGERED BOLTS AT 12" O.C. - CONNECTING 11j" ANCHOR BOLT LVL RIM JOIST TO (2)PRESSURE TREATED 2x10 RIM JOISTS AT DECK (2) 2x12 BEAMS o (2) PRESSURE TREATED 2x10 BEAM SIMPSON JOIST HANGER AT EACH DECK JOIST (TYP.) AT MID POINT 2x6 BLOCKING � 0 (2)PRESSURE TREATED 2x10 RIM JOIST PRESSURE TREATED 2x10 JOIST BEYOND m (TYP.) < BRICK VENEER AT EXPOSED FOUNDATION WALL (TYP.) 0 0 FLOOR ASSEMBLY: HEIGHT 1'-2b" (ALIGN TO EXISTING) r 04 - FINISH FLOOR --- --- -- ------- ---------- ---- -- - -- - - --- ---- ------- - 11 SUB FLOOR .I � - ---- --------------------- � - 11b TJI JOIST o „� o - BATT INSULATION f!II - 2x4 SILL PLATE - PLYWOOD 6"x6" REINFORCED CONCRETE GRADE *--� ANCHOR BOLT BEAM F-- I I I _ TYP. 10" REINFORCED CONCRETE FOUNDATION WALL: J L J j Z z Z - VERTICAL #5 BARS & DOWELS TO MATCH. I o CONCRETE PIER BEYOND o - STD HOOKS AT 18" O.C. CONCRETE PIERS FOR GRADE BEAMS - I KINLIN RUTHERFURD ARCHITECTS PLLC I I I r N d l a - HORIZONTAL #5 BARS AT 18" O.C. BEYOND I i C? a V. E- L fi Q L=- Z a z Z x NI N O NI C' 2x8 COLLAR TIES & 2x10 RAFTERS T SUPPORT ROOF ABOVE & TRAY CEILING BELOW ROOF ASSEMBLY AS SPECIFIED ROOF EDGE TO MATCH EX. HOUSE — ROOF EDGE TO MATCH EX. HOUSE 1j"x14" LVL RIM BOARD I , F- OUTLINE OF EXISTING WINDOW NE I IIS I � II II 2x8 COLLAR TIES & RAFTERS TO I I I SHIFT IN ROOF SLOPE TO AVOID SUPPORT ROOF ABOVE & TRAY � I � EX. WINDOW � I I FILING BELOW i (3)1j"x11j" LVL BEAMS (2) 2x12 RIDGE BEAM ROOF ASSEMBLY AS SPECIFIED FRAMING AS NECESSARY FOR GWB CEILING I L 2x10 VALLEY BEAM BEYOND ROOF ASSEMBLY AS SPECIFIED PERMIT REVISION 10.27.22 ROOF EDGE TO MATCH EX. HOUSE ROOF EDGE TO MATCH EX. HOUSE PERMIT REVISION 09.16.22 (2) 2x12 & (1) 2x4 BEAM, BOLT --- - - - - - - - - - ---- - PERMIT REVISION 03.09.22 CONNECTION THRU CENTER OF 2x4 _ PERMIT REVISION 11.16.21 I I I I I I i I III TRANSOM AS SPECIFIED, SEE WINDOW PERMIT REVISION 10.18.21 SCHEDULE I l o PERMIT REVISION 09.27.21 z PERMIT REVISION 08.02.21 1 "x5r LVL BEAM (SIDEWAYS) I W PERMIT SET 04.15.21 z SLIDING DOOR AS SPECIFIED, SEE o 0 EXTERIOR DOOR SCHEDULE o p m� 6x6 PT POST BEHIND J" WD PANEL j o WALDIN 000T POINT STAGGERED BOLTS AT 12" O.C. — I I � 2875 CASTLE ROAD CONNECTING 11j" LVL RIM JOIST TO j FISHERS ISLAND,NEW YORK 06390 (2) PRESSURE TREATED 2x10 RIM WINDOW AS SPECIFIED, SEE JOISTS AT DECK WINDOW SCHEDULE I I I I I I I I I I I I I ANCHOR BOLT I I'_- ---- - ----- ---------------------------- � i -------------------------- - FLOOR ASSEMBLY: HEIGHT 1'-2b" (ALIGN TO EXISTING) - FINISH FLOOR _ FLOOR 11j" T I JOIST - BATT INSULATION PRESSURE TREATED 2x10 JOIST AT TYP. EXT. WALL ASSEMBLY: JI ; - 2x4 SILL PLATE - J" GWB RE O.C. HUNG BY xlO O JOIST ALIGN T.O. JOIST - PLYWOOD - VAPOR BARRIER 16" - 2x6 STUD HANGER (TYP.) - PLYWOOD (2) PRESSURE TREATED 2x10 RIM I I I - WOOD SHINGLES AS SPECIFIED JOIST I I I I I m ---------- j ° I CONCRETE PIER WITH MASONRY — — VENEER BEYOND ANCHOR BOLT I I I I EXISTING FOUNDATION & FLOOR JOISTS TO REMAIN i I I I w o TYP. 10" REINFORCED CONCRETE FOUNDATION WALL: KINLIN RUTHERFURD ARCHITECTS, PLLC I I I I VERTICAL #5 BARS & DOWELS TO MATCH. co - STD HOOKS AT 18" O.C. r I a - HORIZONTAL #5 BARS AT 18" O.C. 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 �o NJ I M --- - 2x4 CONTINUOUS KEY NEW YORK,NEW YORK 10022 FAX:(775)582-1736 Of I I I I 3 1 I 0, ol x----- 4-----x-----x-----*-----x m CONCRETE FOOTING BEYOND Io C?co C) 7" 10" 7" 4" REINFORCED CONCRETE SLAB 2'-0" 6" COMPACTED GRAVEL i 24"x12" CONCRETE FOOTING '92 029 �� (2) #5 BARS, CONTINUOUS & MIN 3" ABOVE BASE OF NE`N i� iV GRAVEL I 4 DRAIN PIPE STRUCTURAL SECTION I� I—� Iia 13a �n ±� S-202 ,00 SECTION AT KITCHEN / PORCH PROJECT: 338 011/2"=l'-O"