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HomeMy WebLinkAbout38349-Z J ` U .1 W F U W F SHEET DESCRIPTION a a A001 TITLE SHEET A002 GENERAL NOTES A020 SITE PLAN F A030 DEMOLITION PLAN A101 CONSTRUCTION PLAN A201 SOUTH ELEVATION A202 WEST ELEVATION A501 WINDOW AND DOOR SCHEDULES M101 MECHANICAL PLAN E101 ELECTRICAL PLAN P101 PLUMBING RISER DIAGRAMS PERMITSET 08.12.13 FOX AVEN U E FISHER'S ISLAND,NY 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL 12121695-2968 NEW YORK,NEW YORK 10016 FM (7]5)5621136 �EpED AROy if GED. �! HORACE I . CRA RY JR . & SUSAN CRARY RENOVATION * m� 0294'3��pQ` OF NEN FOX AVENUE FISHER' S ISLAND, NY TITLE SHEET F TAX MAP 1000 , SECTION 6 , BLOCK , LOT 14 . 1 FULL SCALE A-001.00 o PROJECT: 210 SHEET: N/A GENERALNOTES U CODE ANALYSIS a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN, w U 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) CRARY HOUSE RENOVATION - FISHERS ISLAND CODE OF NEW YORK STATE. RIDGE: EXISTING TO REMAIN TYPE OF CONSTRUCTION: TYPE 5 TABLE R301.2(1) x� 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM i0 THE DESIGN CRITERIA: PRESCRIPTIVE CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshleld O Snow Wind Speed Design Frost Line Design Underlay Flood 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICE, 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 Load (MPH) Category Weathering Depth Termite Dec. Temp Required? Hazard 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 45 120 g Moderate Slight to SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. Severe 36" to Heavy Moderate 11B Yes N/A a 5. SMOKE DLTECTORS 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 INSTAIATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE '_^ 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 REQUIRED INSPECTIONS AND SIGN OFFS, INCLUDED. 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: 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 SPECIFIED IN TABLE 3,3. 1. ALL WORT( PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 2. ANY CONNECTION, ROOF i0 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 AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). RAFTER/TOP PLATE CONNECTORS: 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 GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. RIDGE SIMPSON LSTA 24 ® 16 O.C. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER 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 SIMPSON LSTA 24 ® 16 O.C. 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. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICHRAFTER TO STUD/TOP PLATES HTS 28 ® 16 O.C. ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF OVERTURNING RESISTANCE: EXISTING CONDITIONS. SHEARWALL HOEDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER A MINIMUM OF A DOUBLE 2x SND SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HTS 28 ® 16 O.C. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE HOEDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY FASTENERS TO EACH POST. LSAT 18 - 2.5 FT DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. BUILT-UP POST PILES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. INSTALL CONCRETE ANCHOR BOLTS W/ T 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 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 - SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. MST( 48 10 FT 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, BD COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 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 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 ® 16 O.C. INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SHALL IBE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE 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 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 ® i6 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. lad SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 94" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT B. 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. FROM WFCM 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 NAILING SCHEDULE: 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, 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, INSPECTIONS AND SIGN OFFS. SHEARWIALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS 9. NAIL SPACING . 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 BRIDGINGSHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE PER RAFTER PERMITSET 08.12.13 INFORMATION OCCURS ON THE DRAWINGS. FLOOR (DIAPHRAGM BRACING: 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 RESP014SIBLE 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.. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD SCEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-i6d EACH LAPTUDS: FOX AVENUE 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. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S, AT ALL CORNERS, A MINIMUM OF THREE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP n38ERSisaNO,NYo63s0 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. TOP PLAITES: COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE 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 AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR EACHEND LOAD BEARING WALLS. 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, RIM JOIST TO RAFTER (END-NAILED) 3-i6d EACH END INCLUDING STREETS AND OTHER AREAS ASSIGNED T0, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT THEIR WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND TOP PLATES AT INTERSECTION (FACE-NAILED) 6-i6d JOISTS - EACH SIDE 11 \1\\\\\\\\ \\\\\ DISPOSE OF ANY RESULTING TRASH, 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-i6d i6" D.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. PROPERTY LINE 1 ON TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-i6d 16. CONTRACTOR TO VERIFY ALL FIXTUREPARTITION COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. PER 2 X 4 STUD 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD CL----- 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. - - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 6-i6d PER 2 X 8 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC 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 3o WEST 36TH STREET,SURE 1006 TEL(212)6852988 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT new roex,rvBw rOmuOate rnxyn6�seaaT3s 19 CONTRACTOR TI PROVIDE, AJO A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION (C2 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 ,,SEP ARO_ GIVEN TO KINLIN RUTHERFORD ARCHITECTS PLLC. ED q 01 BRIDGING TO JOIST (TOE-NAILED) 3-8d C� O 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING A211 SECTION REFERENCE EACH END E„ O E O. OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS WINDOW TAG Z -1 RE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END I INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL Lp k' M HVAC DUCTWORK ECT. OR TOP PLATE (TOE-NAILED) 5-16d ELEVATION TAG EACH BLOCK 9A �@ N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ) �2 INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d F0 NH`1J� ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE EACH JOIST DRAWINGS. Ol A-201 JOIST ON LEDGER TO BEAM TOE-NAILED 5-8d EXTERIOR ELEVATION ( ) 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE PER JOIST GENERAL NOTESRIM JOIST TO JOIST (TOE-NAILED) 5-i6d WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND REVISION CLOUD PER JOIST m 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 23 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK FULL SCALE p BEING DONE.24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. WALL SHINGLE 04 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWINGAL -002 .00 03 PROJECT: 210/'l SHEET: N/A 85.76' -- - a GRAVEL H ap DRIVEWAY H 8Z aF I= \ CENTER OF 15 FT. \ ` RIGHT OF WAY r a L� IT I J �--1 (/ /%" s�, \ •'•\ ''•,\ NOTES: \ rC O� � i I _ \ \ 1. SITE IS IN THE TOWN OF SUFFOLK TAX MAP 1000, SECTION 6,\•, \\ BLOCK 6, LOT 14.1 N/E C \" CHRISTOPHER I. EDWARDS r \ \ \ ( a o ) \ zr \ a c NCH M IRON ROD °� ••\ •\ ELEVATION = 42' •\ PORTION OF WALL \u! DISTV RBDED 0 0 \ z f w fS ` EXPOSED PIPE PE'\/ •\C UTLEf INV.=4� NV.=49J'f PIPE OUTLET AREA OF EXISTING FIRST \ INV.=54.9'} FLOOR TO BE RENOVATED s \ ` \ \ \ LANDSCAPE x 64.4 \ \ STEPS A \ v x 64.4 O' G YO PIPE OUTLET INV.=58.4'3 LIMITS OF �. �} 1 I NSF CLEARING "'\ \ <I MARGARET 0'NEIL FRANK h j / trI / m I SEPTIC AREA \ \\ / CON C. APPROXIMATE LOCATION \\ WALK i \� PORTE— COCHERE s wv PAVED s I I CENTER LINE OF 15 FT. DRIVEWAY RIGHT OF WAY AS DESCRIBED N/F WOOD IN AN AGREEMENT DATED h� < MARY G. ROBERTS FENCE MARCH 13, 1972 8s s s LIBER 7222 PAGE 179. ss 66 STONE RETAINING as WALL d COTTAGE s LANDSCAPE 54 STEPSEDGE OF GRAVEL ROOF DECK \ I PAVEMENT DRIVEWAY EL.=62.0� I sy s zs WATER I METER da PIT r 9x NjIII 2 s >a 007"5p.,w / h Its N19'1.58' 0 E a 42 GARAGE COTTAGE I I N I Ms s N 4580.49 (FOUND) I s / W 1849.58 MANHOLE CENT R OF 5 FT. RIGHT 0 WAY / m S119'58'10"W 34.00' [xl II I I I iME h S07'59'30"W (FOUND) w s 29.18' s f �-- J \S42'24'00"'W 51.10' 0 i SITE PLAN FOUNDATION s EIVCHMARK MAG NAIL o 1 REMAINS I a s ENATION = 43.08' V W F U U SHOWER � TRASH x M 0 ry 8 + + + - RELOCATE SINK + + r-I- + + + RELOCATE GAS RANGE — If + t- + + + WINDOW TO BE REPLACED, — -I_ MASONRY OPENING TO BE F + + -F T_ + � ENLARGED -ii I + + + + t + \\ EXISTING ELECTRICAL RISER — — + + + + + t WINDOW TO REPLACED. _ MASONRY OPENING TO BE + + +_ �f + + ENLARGED — — .— — + + + + � — — — + + +PAN�'RY + 0 _ + — + +� -I- + + + t + + + + F�' �' t� I+ + + + + + t + + 145 + + + + + I�– h I I+ + + + + + + + + / /f + + + + + + + + I + +W+ + IF + + + + + +fit + + + + + + + + + + + + +�� - - J1 11 + + / + II + + + + + + + RELOCATE WASHER + + + + t t + + + + +1 11 DW 11 I I+ + + �+ + F + tl + + + + + + + RELOCATE DRYER — + + + + + + + IF +D + 11 11 I + + + + }I + + + -I- _ I + + +I + t + + + + + Iy _ II ILS WINDOW TO E REPLACED. — + -1- t �. + + + + + t MASONRY OPENING TO BE + I L-.— -.I-- JI ) ENLARGED + } + + + + + + + + + + II + + + U�DRY+ + t + +I Ia II 1111 + +- + + -FLIA + + t + + ill KITCHEN + \ 11111 + + � + + + + t + + + + + + + + + + + +I 1 �, IIID + + + + + + + + + + + 1 � �II RELOCATE DISHWASHER - + + t + + + + + + + EXISTING RADIATOR TO REMAIN RELOCATE SINK — + + + + + + + + + +u F1 —II / 11 / + + + + +--� Ei —+ + / \ I + + + + + + + + + + + t � � PERMIT SET II \ I ____ 08.12.13 + + F + , /+ + + I+ + + I + + + + + I I \\ DEMOLITION LEGEND 4 + + �+ + + + + + + + + II I� REF. 1 GL FOX AVENUE + —+_ + + + — — —� — I I EXISTING WALLS FI6HEq'315uN0,NY 06390 - - - - - - - - - - -LLL - - .— - - - -I� I I \/\\ I— TO REMAIN 1 1 I I \ C EDEMOLISG WALLS HED I I _ — _ CL — — — — TO =1 + EXISTING CEILING TO BE DEMOLISHED TRASH / \\ IMI MUDROOM 11 GENERAL DEMOLITION NOTES: (�� 1. REMOVE ALL INTERIOR FINISHES. 2. ALL WINDOWS WILL BE REPLACED. 3. REMOVE ALL EXISTING DROP CEILINGS AND SOFFITS ON ALL FLOORS. 4. REMOVE APPLIANCES THROUGHOUT BUILDING. 5. PREVIOUSLY FURRED OUT WALLS TO BE DEMO'D TO BRICK. KINLIN RUTHERFORD ARCHITECTS, PLLC \/ 330 WEST 38TH STREET,SUITE 1006 TEL (212)6952988 — — — — — — 6. ALL EXISTING PLUMBING FIXTTURES TO BE REMOVED. PLUMBING RISERS TO BE DEMO'ED NEW YORK,NEWYORK 10018 BACK TO BUILDING MAIN. Ear (775)582 7. EXISTING GAS RISERS TO BE: REMOVED BACK TO GAS METER. S. EXISTING MECHANICAL EQUIPIMENT TO BE SELECTIVEL`; REMOVED WHERE SPECIFIED. 9. SPRINKLER PIPING TO BE REMOVED, BACK TO BLDG MAIN tsG\yQJG80 y/T,F I� m 2 �� 10. NO STRUCTURAL WALLS ARE TO BE REMOVED UNDER THIS APPLICATION I v � k 0Zg48��pQ` FOF NEN'Jy DEMOLITION PLAN U O 01FIRST FLOOR PLAN FULL SCALE ),2.°,._8. PROJECT: 210A-031.00 SHEET: N/A a a U W F 5 U 0.� ¢ __ �,'' SHOWER TRASH CONSTRUCTION LEGEND NEW CONSTRUC11011 '^ NEW DISHWASHER 0 N ® NEW WINDOW SILL TO ALIGN WITH I I EXISTING WALLS FURRED WALL TO REMAIN RELOCATED SINK DW SD SMOKE DETECTOR/ RELOCATED GAS RANGE -- ---_--_ CM CARBON MONOXIDE DETECTOR RELOCATED DISHWASHER 0 1 NEW WINDOW -- 11 i� �'� ® MECHANICAL VENT I � RELOCATED SINK EXISTING ELECTRICAL RISER - 0" I I NEW WINDOW--- NEW INDOW NEW MILLWORK - -- 704 0 1'_10" 1 PANTRY SID Dw 103 REF. CM L---- --J1 1 1 i •-1N io KITCHEN �- -_F I I NEW MILLWORK J.C. �a II — -t — t— R—E� N --- ------------ , N I 2.. 102 M Mla 6' i O 1'_24"/ 1^ o g 6" 74" 11 'I � NEW WINDOW-- CM 2'-6" V-7" 1 PERMITSET 08.12.13 NEW TRANSOM WINDOW 6 - 2 S OVER NEW DOOR 101 101 2'-10" 10 3 -g2 NEW POCKET DOORCL EXISTING RADIATOR TO REMAIN FOXIAVENUE --------- - N FISHER'S NY 06390 "n NEW MILLWORK — T O N 102 MW — r -1 AC N NEW AC CONDENSER L - MUDROOM m NEW MILLWORK DI RELOCATED WASHER -- EXISTING STAIR TO REMAIN. PATCH RELOCATED GAS AND REPAIR AS REQUIRED DRYER 1 1'-0" 3'-10" KINLIN RUTHERFURD ARCHITECTS, PLLC 0 -J 330 WEST BETH STREET,SHITE 3006 TEL (212)6952968 NEWYORK,NEWYORK 10018 FN.)]75)5621736 TRASH E2ED AR \y� 6 D. 0(Si2, O i w n \ T 02A4 pN� x '�` FOF NO v NEW MILLWORK CONSTRUCTION PLAN NEW SINK a o01 FIRST FLOOR PLAN FULL SCALE A-101.00 PROJECT: 210 SHEET: N/A a a a t r TII1I11L " I I I 1111 7 L r"r" r"l n 1.. � rl fl.r: 1f1111111 .I Ttr>> 1"Irlr T� i LL. 1r. ,f1`7�:Lr.l Ill 1.1.11lrll. .L1. 1 1 1L - T �t� T I rr I I L L TL" .7"rT1Il ® fII rI1111L Lr Tl 1111 - 1171 II��L.[ L. 1 V III1 7111- T "rT11 r TIII " I. .-Ll 7. IIIIt. LtEI JLl 1.1 -rT. 1 J . rrr L - - _L- III FLJ —_-_ _ 2ND FLOOR FF -- _f I. - J-I 1lL.IllL im ms mi u ] L I � IiI ll1L J l 11J1L0 11 I eESE!EVFL — _ n AREA OF RENOVATION �`— MASONRY OPENING TO BE NEW CEDAR SHINGLES TO ENLARGED FOR NEW WINDOWS. MATCH EXISTING TO BE CEDAR SHAKE TO BE PATCHED AS APPLIED TO NEW WALLS NECESSARY 02 PROPOSED SOUTH ELEVATION PERMIT SET FOX AVEN U E FISHERSISIANo,NY 06390 I - iiiiiizi F= Fm EM JJFm [IT FM Li � l 6EVFIDaR IITI 11 . J - LJ a KINLIN RUTHERFURD A — 330 WEST 39TH STREET,SUITE 1306 IL ll L-J- NEWYORK NEWYORK I0018 - I - - 'E£V�Y�]RE _ r N OF Net' I I SOUTH ELEVA I FULL SCALE I A. I 01 EXISTING SOUTH ELEVATION PROJECT: 210 SHEET: N/A U .1 W a y F V �W S U c4 0. 0.' F a� m 0 N .L_ II IJ III I � L; L I. m AREA OF RENOVATION 2NO FLOOR FF ELEV. 12 6 1 J. 11 _�- LII L. ® ❑ I i I J L LI_ I 11 I. Ll IS - --_ I - - - - --- �ELEVFLOD NEW CEDAR SHINGLES TO MASONRY OPENING TO BE MASONRY OPENING TO BE MATCH EXISTING TO BE ENLARGED FOR NEW WINDOW. CEDAR ENLARGED FOR NEW WINDOWS. APPLIED TO NEW WALLS SHAKE TO BE PATCHED AS CEDAR SHAKE TO BE NECESSARY PATCHED AS NECESSARY EXISTING ELECTRICAL BOX AND RISER 02 PROPOSED WEST ELEVATION FO FISHEF IL I 1 � _ t I Lu I i u Ll 1 L I. 1 LLE $.g BOOR FF ?` II Lil L IL � 1 1 KINL We — _ NE NEW YOI I I I Il SII lil L1. LL I - - - - — �— tsTFLOOR7 y � v DC N �N] � p h WE a o FULL O 1 EXISTING WEST ELEVATION PROJ SHEE U a WINDOW SCHEDULE _ Rough Opening Size Exterior Window# Room # Rm Name Type Manufact. Product # Description Width Height Screen Hardware Cladding REMARKS 101 101 KITCHEN A MARVIN WUDHTCUSTOM WOOD INSERTTRANSOM UNIT 2'-8"VIF 2'-51/21'VIF N PTD NEW WINDOW WITHIN NEW MASONRY OPENING:VERITY SIZE 102 101 KITCHEN B MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 3'-5" 5'-3"VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING;VERIFY SIZE ' 103 101 KITCHEN C MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 4'-3" 5'-3"VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING;VERIFY SIZE 104 101 KITCHEN D MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 2'-2" 5'-3"VIF N PTD NEW WINDOW WITHIN NEW MASONRY OPENING;VERIFY SIZE a 105 1.01 KITCHEN E MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 3'-8" 5'-51/2"VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING;VERIFY SIZE 0 N EXTERIOR DOOR SCHEDULE GARDEN _ _ Rough Opening Size Exterior Door# Room # Rm Name Type Manufact. Product # Description Width Height Screen Hardware Cladding REMARKS 101 101 KITCHEN A N/A SOLID CORE 2'-8"VIF T-W Y PTD. GANG WITH WINDOW 1011N NEW MASONRY OPENING 102 102 MUDROOM B N/A SOLID CORE POCKET DOOR 2'-10" 7'-0" N N/A 2'-2" � N h� in PERMITSET 08.12.13 2._8.. O 2'-10' 105 104 FOX AVENUE FisxeR's Isurvo,NY 96390 I I / '' 4-3 / 3'-5" \ \\\ in v: 2'-8" i� in KINLIN RUTHERFURD ARCHITECTS, PLLC • 338 WEST 38TH STREET,SUITE 1006 TEL 212)6952988 LZ NEW YORK,NEW YORE 10310 FAX p95I 5821736 \ N � �FpED ARC a OH O O O OA FOF NEW y N " az 101 103 102 101 WINDOW SCHEDULE F 02 DOOR ELEVATIONS O1 WINDOW ELEVATIONS FULL SCALE xrs 0 A501.00 PROJECT: 210 SHEET: N/A .-1 a a - W MECHANICAL LEGEND U LINE OF CEILING HEIGHT CHANGE , SHOWER TRASH AREA OF NEW CEILING WORK a - ---- -- -- LINE INDICATING NEW MECHANICAL WORK 0 N LINE INDICATING EXISTING MECHANICAL WORK r--------- ------ 2._1.. ----- --- - ----- - -- -- 1'-10" I PANTRY O - --J - ------------- /J KITCHEN * / / Nina I I j /� 1\\\ w II III I / r--- --------� I [V /� 9'_111. II I / � / T-0 2 ___________________J 1'_23" 4 a —_________, 6" 74" 1 -7" PERMIT SET 08.12.13 1 6'_ , 5" 2 2 FOX AVEN U E _________ ___— FISrLT HERS(START,NY 06390 rl N j III I 1•-6"'' r 1 \\� NEW AC CONDENSER MUD I DOM ---�=-J m i I I I r 1'-0" � 3'-10" I I KINLIN RUTHERFORD ARCHITECTS, PLLC _J 33o WEST SETH STREET,SUITE 1006 TEL(212) W 2 NEW (1) NEW AIR HANDLING II I II T� Trr-- —1L L L— NEW YORK,NEW YORK 10016 FAX.(7]5)5E2d736 UNIT J �N _ ,�EPED AgC D. H"r} I 2 v \ 02940, 5C `\ FCF NE`N y OR y N F MECHANICAL PLAN FULL SCALE 0 01 FIRST FLOOR PLAN ----m-10 10 0 - M-10100 PROJECT: 210 SHEET: N/A J _ H ELECTRICAL LEGEND GENERAL ELECTRICAL NOTES: F 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED, 10 WALL MOUNTED LIGHT FIXTURE 4� SWITCHED DUPLEX RECEPTACLE 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY SWITCHES ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. a WATERPROOF RECESSED LIGHT FIXTURE -O6rL GROUNDED FAULT RECEPTACLE OUTLET 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN Yl __ SHOWER SURFACE MOUNTED LIGHT FIXTURE QUADRUPLEX RECEPTACLE THIS PROJECT. 47 OF THESE FIXTURES WILL BE TRASH y UNDER CABINET STRIP LIGHT FITTED WITH HIGH EFFICACY LAMPS. PLEASE [- �$ FLOOR RECEPTACLE REFERENCE THE ELECTRICAL PLANS FOR FURTHER a 0 INTERCOM 11 TELEPHONE/DATA DETAIL AS TO WHICH FIXTURES WILL HOLD \ HIGH-EFFICACY LAMPS. $ SWITCH (R TELEVISION $p DIMMER SWITCH 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS EXHAUST FAN NOTED AS GEL $3 3-WAY SWITCH OO THERMOSTAT 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS $36 3-WAY DIMMER SWITCH °� SMOKE/CARBON MONOXIDE DETECTOR OTHERWISE NOTED. �w DOOR OPERATED SWITCH -9 DUPLEX RECEPTACLE 0 DOORBELL N E FIXTURE FITTED WITH A o n W.R. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP r- ________ ______ c� T - - 0 __ ANTRY F so �I- - _t — — �a ------------- ---- II 1 I�31, GL--- ---- - - � 3 o ----J \��--- 1 -24 0 SD 7 " Iii - ------- -- -- -- cM I I V-7"2 -6PERMIT SET 08.12.13 D •' 2' 10" • 1a --------- o ---- GL FOX AVENUE p'] FISHER ISLAND,NY 06390 O I I I I o II T OI I V-6.1 MUDR OMIT -__�_-� rF 1,_01, 3'-10,l // \\ KINLIN RUTHERFURD ARCHITECTS, PLLC ---------- --J L ------ 330 WEST 38TH STREET SUITE 1006 TEL (212)69529BS L-- --- - -- __ rvew voaR,NEWYORK bale FAX.(n6)sez 1736 -1— 4 — _ — — N GF o —� Ep,ED ARC D H/rho ) ) v v D29 A OQ m ') ) N '`, FOF NE`1'1J ELECTRICAL PLAN 0 01 FIRST FLOOR PLAN FULL SCALE PROJECT: 210 SHEET: N/A U rl J 0. W F PLUMBING NOTES 1 . DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. m 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. s © 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. .5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA, PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 10. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK KITCHEN RELOCATED RANGE 3/4" FEED 1ST FLOOR (E) GAS RISER 02 GAS RISER DIAGRAM xrs I I I I MUDROOM MUDROOM PANTRY I KITCHEN I AHU I I I I I NEW SINK y2" AC CONDENSATE RELOCATED RELOCATED LINE SINK I SINK RELOCATED 1" AIR RELOCATED WASHER -- p�--- Y" iy-- 1 rpf�_— DISHWASHER SPACE DISHWASHER 2" 2„ NEW FUNNEL r _ DRAIN 1y -- j Clothes (I yz 1 1y"I p( Washer 3: 2' FIRST FLOOR 2.. 2„ jj 2 2 — 4" 4" 4" EXISTING STACK VENT TO REMAIN ---�1 I-- EXISTING STACK VENT TO REMAIN EXISTING BUILDING STACK TO REMAIN j EXISTING BUILDING STACK TO REMAIN v n 5C N N 01 PLUMBING RISER DIAGRAM C FI �w o P S 3' HIGH STONEWALL \�F\ FOX AVENUE r N ALONG STREETLINE \ \ e^ ,,fi�r e° N 4583.77 \` j rn Mt �J 10 MAPLE ,tl f�(.� TWIN W 1825.88 171 N 4885.0.5 12" TRE \ IAPLE Tww ° f t• IW180�.71 �MINU12" MAPLE , s MSVMAPLEE — TRIABE �\ / ( ,N854130�E MAPLE / TFOUNO)ms \ ` 189.30';�q; \MAPLE , \ 75' wI w! (FOUND)' >a �-t \\ CHERRY TREE MAPLE MAPLE \) / BLDR. con SITE 3 / BLDR. \ \ 522'20'30"E as\ \\ `\ 0 0 \ `\ C) - U z o 3 GRAVE Pl( \'--]BLDR. BLDR \\ TTI $.y'I U �' 0 DRIVEWAY P \ i \^ ` ` 000 20 20" \ 34 ---- : `'\ ,• BLDR. r'.BLOR. �" `\ CENTER OF 15 FT. E MAPLE `�eJi\\ \ IGHT OF WAY 12' C � MAPLE loll �U �\ MAPLE / ` \_ �_� \ / ♦\ A MAPLE / BLDR. r \ DR. Ja\ \ \ \\\\ \`\ W I ( \ \ \ \ LOCATION MAP SCALE 1n=400r �I —�� MAPLE ��/ ( r B 30 \\ t / C o I I (� LIOR N F —ems', \ \ x \ CHRISTOPHER I. EDWARDS APLE °� \ O 1R" `\1 I BLDR. \\ \\ � \\\ \ \ y\ X32 `\ L ( o J APLE \ \4fi\ a 24" S BENCHMARK IRON ROD e\\ \\\\ \\ \\ CL \ OL \ MAPLE \\ \ ELEVATION = 50.42' s \ \ \\ \ \ +� \\ PORTION of WALL DIST�RBDED u l I \ \ \ AK BLD\BLDR \�52— \ I —54__ \ \ \ ` UPCSED PIPE \ \ 0" MAPLE \ss� \\ / \\` NV-4f.X2t MAP REFERENCES PIPE INV-54.9'± 1_) PLAN OF PROPERTY OF MILDRED E. ANDREWS AND IRVING KENNARD VAN RIPER SHOWING RIGHTS OF WAY FISHERS ISLAND NEW YORK SCALE 1"= 40 FT. ERrts, \ \ \�\ CHANDLER & PALMER, ENGR'S NORWICH, CONN. AUGUST 25, 1966 s /LANDSCAPE 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO HORACE I. CRARY, JR. AND STEPS \\ ` \ \ �p A \` SUSAN CRARY FOX AVENUE ISHERS ISLAND, NEW YORK. CME ASSOCIATES\\\ S1 ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. DATE: 09/02/2010 HCl SCALE: 1" = 40' SHEET: 1 OF 1. N / TRmE N6 e I I � zz `, NOTES 2\ PIPE\ \ , 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED > p \ OUIlET HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO W >- / I `\ EXISTING TRE II mv=ss,1'f N/F BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q 3 LIMITS OF / I \\ RESIDENCE \ \ ` I ENGAGEMENT. D 0 w w 0 �I MARGARET O'NEIL FRANK UO Lu LO F.F.=65.1'± 6 \ II 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Q V z TwIN� \ u\\ \ II I ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN U w j O ceoA @ \ III �I ITEM IN ANY WAY. ¢ Q -) Z ¢ g /� \ \ \ I♦, ♦ \ \ \ mll jl 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 0� Q O \ \ \ \ ♦I > \ \ I I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF O — N L` N j / I `♦ \ / R. II i THE LAND SURVEYOR. CIL O_ W 1 \ \ ♦♦♦ \✓ ♦ 1 CONC. CE R `n 1 I O W S SEPTIC AREA \ I \ \ \ ♦♦ WALK \ \I 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODEFIC APPROXIMATE LOCATION J / JJJ \ \ \ ( \ \ I SURVEY TRIANGULATION STATION "PROS". V N i� 1� i PORTE 1 \ \ ♦` J PAVED l `"�i' I CENTER UNE OF 15 FT. Q COCHERE `\ DRIVEWAY v \ I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, L, 1 RIGHT OF WAY NT DESCRIBED 0 N F L,_ WOOD\ \ \\ \ I / m� ~ � I� I IN AN AGREEMENT DATED SECTION 5, BLOCK 6, LOT 14.1. 0 I\ " m I MARCH 13, 1972 MARY G.ROBERTS L- / \ GE \ \ sa- / J \ \ 17 5, UBER 7222 PAGE 179. 6.) TOTAL AREA = 1.344± ACRES. � STONES \ ss\\ 56 \i I 7.) SITE IS LOCATED IN R-80 ZONE. RETAINING A saV _ \\WALL �Sa COTTAGE 8.) BASE FOR LEVELS: NGVD 29, LANDSCAPE -54 STEPS I EDGE OF GRAVEL \S� \�\ ROOF DecR __ P\ I PAVEMENT EL-62 0 p BLDR%�'�� DRIVEWAY O 0-52 \ ' WATER METERA 44 \�- \V_% PIT II \I \\_.aa $ Fss N19'58'10"E p N /\P2 az OT.so IV m 1.50' z a - GARAGE/ 'O 0 v COTTAGE _ w \ m Ms _ / N 4580.49 (FOUND) - ' 1 A \ W 1848.58 w \ / I+1MANHOLE K _ CENTER OF 15 FT. y. i2 RIGHT Off WAY m S19'58'1 0"W 34.00' z s ms \ I I I \ SOT 59'301"W" (FOUND) 29.18' \ ~ o d \ Q \ U s4724'06w u 61.10' m o m FOUNDATION �T REMAINS \ i DO oN E I f ¢ I BENCHMARK MAG NAIL // \\ ELEVATION = 43.08' 0 r d o o ud z w \\ IFRFNII RIGHT OF WAY W 0 3 o �I�\ TO MANSION HOUSE D- DO o o 0 v - I 'ORS N/F NOW OR FORMERLY N/F - - 50 - - EXISTING CONTOURS DATE: 10/05/2011 LUCIA W. WALKER 50.5 SPOT GRADE SCALE: 1 " = 20' N/F STONE WALL LAURA EDWARDS �� P°UEI STONE RETAINING WALL QUALITY CONTROL CERTIFICATION / 56A 5 T16 54.37' FENCE NOT59'30"E GROUP REVIEWED DATE SHEET g,�,9 PROTECT MANAGER // I� . (` -e-e-y Yl . TREELINE SURVEY GRAPHIC SCALE IN FEET/ 20 10 O 20 ,� j 1 OF 1 ENVIRONMENTAL IRON \1 ILII BLDR BOULDER CIVIL PIPE \ 1 STRUCIDRAL ARCHITECTURAL U J a F U SHEET DESCRIPTION a a A001 TITLE SHEET A002 GENERAL NOTES A020 SITE PLAN x A030 DEMOLITION PLAN A101 CONSTRUCTION PLAN A201 SOUTH ELEVATION © A202 WEST ELEVATION A501 WINDOW AND DOOR SCHEDULES M101 MECHANICAL PLAN E101 ELECTRICAL PLAN P101 PLUMBING RISER DIAGRAMS PERMIT SET 08.12.13 FOX AVENUE FISHER'S SILAND,NY 06390 APPROVED AS NOTED DATE' ILL 138,P # 3F3 \�) FEE'�.11., -6Y NOTIFY BUILDING DEPARIMENT PT 765-18C2 8 AM TO 4 PM FOR THE �I FOLLOWING INSPECTIONS: 1 FOUNDATION-Tl" ) PFQUIRED I PORPOUREDGC,NCTIEIE �p 2 ROUGH-FRANI,Ih= =UJ 'H^la V STRAPPING LLE_ I P I:,L 6 C�IJI "I 3. INSULATION 4 FINAL-CONSTRUIT '! C °T7,A'_ KINLIN RUTHERFURD ARCHITECTS, PLLC \ l� MUST BE COMPLETE . F - ' 'V ALL CONSTRUCTIDNSH;I L "IF"Ill 330 WEST 39TH STREET,SHITE 1006 TEL.(212)695-2988 REQUIREMENTS OPTHL F. I I _ NEWYORN,NEWYORN 19018 FM.(775)582-1]36 YORK STATE. NOT RO 151 F 1 E' DESIGN OR CONSTRUCTION ERFlJa ,'SPED ARCy/`__ HORACE I . CRARY, JR . & SUSAN CRARY RENOVATION D ,ten 3.J I UNLAWFUL T �0 029A FOX AVENUE ITTI I 'I )"f rERTIFICATF g�,I �� OF N FISHER' S� ISLAND, NY TITLE SHEET TAX NLA.P 1000 , SECTION 6 , BLOCK , LOT 14 . 1 PLUMBING FULL SCALE & N `WATER LINES NEL PLUMBING ED A-001.00 o TESTING BEFORE COVERING PROJECT: 210 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE SHEET: N/A CERTIFICATE OF OCCUPANCY SOLDER USED IN (NATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF I%LEAD. ELECTRICAL INSPECTION REQUIRED GENERAL NOTES CODE ANALYSIS V HOUSE FISHERS LIC a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. CRAR 1 1 OUSE RENOVATION - I �S ERS ISLAND 2. ALL PLUMBING WORK SHALL Bf. PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) fl R J J RJ CODE OF NEW YORK STATE. RIDGE: EXISTING TO REMAIN TABLE (1) CLIMACTIC AND GEOGRAAPHICPHIC TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA rO 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 FIR2 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 POLICE, 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 Slightto a AND RACTOR SH 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 45 120 B Severe 36" to Heavy Moderate 11B Yes N/A SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. H a 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 INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE M 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 N REQUIRED INSPECTIONS AND SIGN OFFS. INCLUDED. 8 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: 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 SPECIFIED IN TABLE 3.3. 1. ALL WORT( 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. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. GOVERNING AGENCIES. RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 ® i6 D.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 ® 1fi 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 ® i6 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. MIN. 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. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS BE MEASURED FROM TOP OF FON. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MST] 48 - 10 FT NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK WITH COUPLER NUT AND THREADED ROD AS REQUIRED. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY MSTI 72 - 16 FT THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. 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, BD COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 2ND FLOOR STUD TO IST FLOOR STUD SIMPSON LSTA 36 ® i6 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 SPACED IN THE SAME MANNER: 6" SPACING PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. OS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 720 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 ® i6 O.C. TO COORDINATE ALL ITEMS SUPPLIED BY TENANTS VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE OF THE W.F.C,M. IN ACCORDANCE WITH THE SPEC. HEREIN. 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 MIN. WAILL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT B. 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 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. 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 TD JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: RAFTER TO TOP PLATE VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED N ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. (TOE-NIALED) 6-Bd PER RAFTER PERMI75ET THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE FLOOR DIAPHRAGM BRACING: 6-8d PER JOIST 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) 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 FOX AVENUE DIMENSIONS REQUIRED FOR OTHER TRADES, SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF WOOD STUDS: THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE 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 FISHERS(SAND,NY 06390 PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X45. AT ALL CORNERS, A MINIMUM OF THREE 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 fi-i6d 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-NAILED) 3-16d 24" O.C. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. fin- - - 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 APPLICABI E TO THEIR CONTRACT, WITH OWNER. 5-16d PER 2 X 6 STUD 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD CENTER LINE GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. 6-16d PER 2 X 8 STUD KINLIN RUTHERFURD ARCHITECT COORDINATE WITH OWNER. HIDDEN, FUTURE, OR EXISTING CONSTRUCTION BOTTOM PLATE TO FLOOR, BAND, END, RIM JOISIT OR NEW WEST RKSemYSTREET,K1001ue 1006 TEL 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE 3-16d (1,2) PER FOOT NEW vWRa,NEWYORK n0W10 FAX:x- ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. BLOCKING (FACE-NAILED) 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION Q2 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-WATTLED) 6-Bd PER JOIST PED ARC, UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS ��JGE O. k ��� GIVEN TO KINLIN RUTHERFURD ARCHITECTS PI_LC. 41 BRIDGING TO JOIST (TOE-NAILED) 3-Bd EACH END to A211 SECTION REFERENCE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING WINDOW TAG BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS OZ ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND N 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 � 9p A$,y0 M ELEVATION TAG FDF NEv'� HVAC DUCTWORK ECT. yC1OZ INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-i6d EACH JOIST N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE 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) DRAWINGS. EXTERIOR ELEVATION 5-8d PER JOIST A NOTES F 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 uhf WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND t REVISION CLOUD in 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 FULL SCALE THE WORK SHALL BE NEW. U 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 p BEING DONE. WALL SHINGLE PROJECT: 210 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 SHEET: N/A ` 85.76' -- - a GRAVEL \ \� HDRIVEWAY m \ \ s Ar O \ \ \ CENTER OF 15 FT. a \ \ RIGHT OF WAY / cr - \ '\ •\ NOTES: 1 . SITE IS IN THE TOWN OF SUFFOLK TAX MAP 1000, SECTION 6, 1- \ •'\ •'\ BLOCK 6, LOT 14.1 N/F C 0 CHRISTOPHER I. EDWARDS C \ o(0 zy \ zf y C NCH IRON ROD m• ELEVATION = 42' ,o PORTION OF WALL \� \ '\ DISTU RBDED 04 0 O EXPOSED PIPE PIPE�OUTLETINV.=4t9.]'f PIPE OUTLET AREA OF EXISTING FIRST INV=54.9'd FLOOR TO BE RENOVATED `s II J s LANDSCAPE 64.4 p ` STEPS / A v `•� x 64.4 j ma \ PIPE OUTLET •�\ / I INV=58.4'f CMTN/E CLEARING s OF / / �1 i MARGARET O'NEIL FRANK � \, /� � � �� 61.1 / I I h :/ \\ \ m a I \ \\ I I PERMIT SET SEPTIC AREA \\\ \ WALK APPROXIMATE LOCATION \ ,,, li FOXAVENUE PORTE- PAVED �' I CENTER LINE OF 15 FT. FSHEKs 15uND,NY 05390 wv COCHERE DRIVEWAY RIGHT OF WAY AS DESCRIBED IN AN N/F WOOD 0� $ I MARCH A13E 1972T DATED MARY G. ROBERTS FENCE as s LIBER 7222 PAGE 179. sg 06 � STONE RETAINING as s 1 \/ WALL zs I COTTAGE LANDSCAPE 54 I s STEPS EDGE OF DECK PAVEMENT DRIVEWAY ROOF D GRAVEL ROF D.0 u zs s WATER METER PITT >b � � yy OAN19'58'101 42 GARAGE/ COTTAGE I KINLIN RUTHERFURD AI 030 WEST 38TH STREET SUITE SDD6 N 4580.49 NEW YORK,NEW YORK 10018 ME (FOUND) I / I KN 1849.58 ' i s I / / I �,PED ARpi MANHOLE GED. K CENT R OF 5 FT. i RIGHT 0 WAY °' S19'58'10"W o �� / 34.00' y2, • 0294 FOFNE`� SC II MS SITE PLAN `V I (FOUND) _--�_- S07'59'30"W s 29.18' h I I I f�sa2 20'00"w '�-_ FULL SCALE•� I I 51.10' 01 SITE PLAN ED- FOUNDATION ° 1'21M A-C o N PROJECT: 210 REMAINS � I r E CHMARK MAG NAIL ENATION = 43.08' j" / s SHEET: N/A a a a U W F S U C Q __7L SHOWER TRASH x \ a z M 0 N + + + + + + + + + + +_ + + +- + + RELOCATE SINKI� -I- i- + + } + + + RELOCATE GAS RANGE — +{I } 1- t } WINDOW TO BE REPLACED. — fff��'I///���''''� I9� + + + MASONRY OPENING TO BE I + t + t ENLARGED EXISTING ELECTRICAL RISER — ,+L + + + + + + + + + F I -I I Il�+ i WINDOW TO BE REPLACED. -- + + + + + + MASONRY OPENING TO BE — _ _— ENLARGED — — O — -- + + + + + +PANTRY + } t } + + + + + + + � +� + +� ii+ I + + + + + + + + + + + + + + + + + + + + }W+ + +11 1 FF-- _ _ _ _ _ _ _ + } + + + � + + + + + + + + + /+ + + + I I JI I I + + / + + II + + + + F + + + + � JI i - - II I I+ + �+ + ti + + + + RELOCATE WASHER �" + + + t + + +I I DW II I I+ + + + F + + +I + + F + + + + + RELOCATE DRYEP, WINDOW TO BE REPLACED. – + t + + + t + + + III MASONRY OPENING TO BE + + I + + + + + + Imo— � ENLARGED + } + + + + + + t + t + I + + + IF UJIDRY+ t t + KITCHEN \ (III } � + + � + + + + + I i = --1iII + + t + + + + + + + + 111111 + I �Jp /�--- + F + + t + + + + + + I I EXISTING RADIATOR TO REMAIN RELOCATE DISHWASHER + + ± + + + + + + + + + +I RELOCATE SINK — + + + t + + -F -I- + + + _t + -F + + + + + + + II SII + + + - t + + + + + \ _ + /F + 1 I DEMOLITION LEGEND I I I I GL + i+ �\ 1 + + + + + + + + + + REF. I EXISTING WALLS + + + + + ++ + + I I TO REMAIN - - - - - - - - - - - - - - - - - - - - - - - I I � \ C - - - - � EXISTING WALLS \ — — — — TO BE DEMOLISHED CL } + t EXISTING CEILING + -F t + TO BE DEMOLISHED I I II TRASH III MIUDROOM C — — — �--I = = = GENERAL DEMOLITION NOTES: 1. REMOVE ALL INTERIOR FINISHES. 2. ALL WINDOWS WILL BE REPLACED. /) 3. REMOVE ALL EXISTING DROP CEILINGS AND SOFFITS ON ALL FLOORS. 4. REMOVE APPLIANCES THROUGHOUT BUILDING. N _ — �_ _ _ _ 5. PREVIOUSLY FURRED OUT WALLS TO BE DEMO'D TO BRICK. 3� N — — — — — — — — — — — — — 6. ALL EXISTING PLUMBING FIXTURES TO BE REMOVED. PLUMBING RISERS TO BE DEMO'ED BACK TO BUILDING MAIN. _ 7. EXISTING GAS RISERS TO EIE REMOVED BACK TO GAS METER. 8. EXISTING MECHANICAL EQUIPMENT TO BE SELECTIVELY REMOVED WHERE SPECIFIED. 9. SPRINKLER PIPING TO BE (REMOVED, BACK TO BLDG MAIN. 10. NO STRUCTURAL WALLS ARE TO BE REMOVED UNDER THIS APPLICATION i M � N `• h O 1 FIRST FLOOR PLAN F o — t z=t-o• P c a F U W U SHOWER TRASH CONSTRUCTION LEGEND a NEW CONSTRUCTION '^ NEW DISHWASHER 0 N NEW WINDOW SILL TO ALIGN WITH EXISTING WALLS FURRED WALL I I TO REMAIN N RELOCATED SINK Dw I SO SMOKE DETECTOR/ RELOCATED GAS RANGE - (- L-__�__ ___-_- CM CARBON MONOXIDE DETECTOR RELOCATED DISHWASHER o I �- MECHANICAL VENT NEW WINDOW --- - 'I � I � \\ RELOCATED SINK -- O I \ EXISTING ELECTRICAL RISER p„ 1 I \I 2'-1" 105 NEW WINDOW NEW MILLWORK -- - 104 O ----- • PANTRY H I CM 103 iv DW REF. i/ �- JI I I o � \ KITCHEN �- --r I NEW MILLWORK J.C. I REF N 7'-02r 102 a I N� ^^ _ 4y K 1'-24" ¢ 74 NEW WINDOW - / CM 2'-fi" 1'-7" I PERMIT SET 08.12.13 NEW TRANSOM WINDOW 6 - 5 _ OVER NEW DOOR 101 101 2'-10" 10" 3 -91^2 NEW POCKET ---- - / �o DOOR CL EXISTING RADIATOR TO REMAIN FOXAVENUE __________ _ N NEW MILLWORK FISHER 31SIAKq NY 06390 r N 102 1 Mw - L J r r AC W NEW AC CONDENSER -�� L - MUDROOM NEW MILLWORK - D RELOCATED WASHER EXISTING STAIR TO REMAIN. PATCH RELOCATED GAS AND REPAIR AS REQUIRED DRYER 3'-10" KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST38TH STREET,SHITE 1606 TEL(212)6952986 NEW YORK,NEW YORK 10018 FAX (7]6)582173E r TRASH N � ��RED ARC C^5 JOE D. ki )1 02940 OQ FOF NE`Ny NEW NK NEW SINK CONSTRUCTION PLAN NEW S m 0 01 FIRST FLOOR PLAN FULL SCALE _101.00 PROJECT: 210 SHEET: N/A U W 0. h F U W U .7 1 1 it tIT _I I _ll I - _ Jl � I I l - T LLLu 1 • 1. _ _ - — - - - f L III ulI I "-EFl LE'NDV 12 fi - - IL_II�1L 111 _ IF 1 II I _ ELEV. -0 1ST FL0 6—��— — — — — NEW CEDAR SHINGLES TO MASONRY OPENING TO BE MATCH EXISTING TO BE AREA OF RENOVATION ENLARGED FOR NEW WINDOWS. APPLIED TO NEW WALLS CEDAR SHAKE TO BE PATCHED AS CESSARY On PROPOSED SOUTH ELEVATION PERMIT SET 08.12.13 FOX AVENUE FISHER'S ISLAND NY 06390 I Fm u u- I 0iILl j J I L1L I t ill �LLL :2No IAF ISLEv. t2-e KINLIN RUTHERFURD ARCHITECTS, PLLC - - - - ul_ L TEL(232)695 2986 330 STREET,EITE 1006 FM (715)5821736 NEW YORK,NEW YORK ID016 L Ll J L ❑ ��Peo ARcyr I 4 r I o. 2 — t5T FLOOR,FF n _ -_. cv. 2- SOUTH ELEVATION M N FULL SCALE A201.00 PROJECT: 210 a 01 EXISTING SOUTH ELEVATION a/ts'-r-s SHEET: N/A 0 U 0. rn F U W H AUG ❑6 0.' 7 S F a 0.� I 0 0 I I : II — — T I Jl- ILII a-I I. _ AREA OF RENOVATION 2 ND FLOOR FF '$-E 10M1 103 I- L J-1.- L L L 1 L �I 1 L1 I � 11 u � I l ❑ I � � '� I - � I III J1 I II l I III. � -- - 1 iLEVFL�E O0F O'�_ ra NEW CEDAR SHINGLES TO MASONRY OPENING TO BE MASONRY OPENING TO BE MATCH EXISTING TO BE ENLARGED FOR NEW WINDOW. CEDAR ENLARGED FOR NEW WINDOWS. APPLIED TO NEW WALLS SHAKE TO BE PATCHED AS CEDAR SHAKE TO BE NECESSARY PATCHED AS NECESSARY EXISTING ELECTRCAL BOX AND RISER 02 PROPOSED WEST ELEVATION PERMIT SET 08.12.13 FOX AVEN U E FISHERSISILAND NY06390 II I I I 1 F T _ I J. 1 1 W f Ll L ,o LL LLL KINLIN RUTHERFURD ARCHITECTS, PLLC 1 lIFM I Ll �I 330 WEST 36TH STREET,SLATE 1006 TEL.(2 12)6952968 NEWYORK,NEWYORK 10018 FF%.(7'/5)582-1]36 _ I FmI_ ILL I J m �E kED ARC, T FEE Ficv. a OF N h WEST ELEVATION F W FULL SCALE 0 A202.00 01 EXISTING WEST ELEVATION PROJECT: 210 SHEET: N/A WINDOW SCHEDULE U Rough Opening Size Exterior Window # Room # Rm Name Type Manufact. Product# Description Width Height Screen Hardware Cladding REMARKS 101 101 KITCHEN A MARVIN WUDHT CUSTOM WOOD INSERT TRANSOM UNIT 2-8"VIF 2'-51/2"VIF N PTD NEW WINDOW WITHIN NEW MASONRY OPENING;VERFIY SIZE 102 101 KITCHEN B MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 3'-5" 5'-3"VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING,VERIFY SIZE 103 101 KITCHEN C MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 4'-3" 5'-3'VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING;VERIFY SIZE 104 101 KITCHEN D MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 2'-2" 5'-3"VIF N PTD NEW WINDOW WITH IN NEW MASONRY OPENING;VERIFY SIZE 'a 105 101 KITCHEN E MARVIN WUDH CUSTOM WOOD INSERT DOUBLE HUNG 3'-8" 5'-51/2"VIF N PTD NEW WINDOW WITHIN ENLARGED MASONRY OPENING;VERIFY SIZE a n 3 V EXTERIOR DOOR SCHEDULE GARDEN Rough OpeningSize Exterior Door# Room # Rm Name Type Manufact. Product# Description Width Height Screen Hardware Cladding REMARKS 101 101 KITCHEN A N/A SOLID CORE 2'-8'VIF 7'-6" Y PTD. GANG WITH WINDOW 101 IN NEW MASONRY OPENING 102 102 MUDROOM B N/A SOLIDCORE POCKET DOOR 2'-10" 7'-0" N N/A 3'-8" 2'-2"� n ' I �n> in 04 2-10 V.1.F. 105 4,_3., 3._5., I I / I m o J� n � J 2'-8" nn ' li 1 = \ In> In> I \ N > O O O O O 102 101 103 102 101 02 DOOR ELEVATIONS 01 WINDOW ELEVATIONS U J W w MECHANICAL LEGEND H a LINE OF CEILING ---- HEIGHT CHANGE �` SHOWER 7L F TRASH AREA OF NEW \� CEILING WORK zi ��. --- - ----- . - -- . LINE INDICATING NEW M MECHANICAL WORK 0 N LINE INDICATING EXISTING MECHANICAL WORK r--------- ------ JI Ilii S-0" 11 \ 2'-1 L-_Jl li -LEI 0 1'-10" PANTRY I I i KITCHEN o r - -r — — — r--- Alt �k o - -- _, 6" 73q" 4 I F \ 5" 2'-10" 10" S-91^ � 2 ala o GL FOX AV ----� FISHER'S ISIANo N - I II I I II a I 1 I `\ \\. =1 R NEW AC CONDENSER MUD DOM '— �I ! . L------T—� I I I 3'-10" KINLIN RU IfT—_--._._._-_.— ---- -..._.._._'.._ — L NEW YORK,NEWV (1) NEW AIR HANDLING r�===�� L____________ _ _ I — — -- — -- 3ao wesr3erns UNIT \\ r=.� // \� � - \ / // II II ,_ LL JJ II _ II m \ k � N � MECHo y 01 FIRST FLOOR PLAN FULL SCA o — PROJECT= SHEET: N GENERAL ELECTRICAL NOTES; H ELECTRICAL LEGEND F 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. - ,� f0 WALL MOUNTED LIGHT FIXTURE _n SWITCHED DUPLEX RECEPTACLE 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY SWITCHES ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. ___ 9 WATERPROOF RECESSED LIGHT FIXTURE F, GROUNDED FAULT RECEPTACLE OUTLET ----- SHOWER 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN f� SURFACE MOUNTED LIGHT FIXTURE z@ QUADRUPLEX RECEPTACLE THIS PROJECT. 47 OF THESE FIXTURES WILL BE �\ UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE FITTED WITH HIGH EFFICACY LAMPS. PLEASE TRASH ® REFERENCE THE ELECTRICAL PLANS FOR FURTHER a O INTERCOM k TELEPHONE/DATA DETAIL AS TO WHICH FIXTURES WILL HOLD $ SWITCH HIGH–EFFICACY LAMPS. TELEVISION $D DIMMER SWITCH EXHAUST FAN 4 NOTED ARC—FAULT AS GFTMPE OUTLETS ARE REQUIRED UNLESS �' $e 3–WAY SWITCH (f) THERMOSTAT 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS $3D 3–WAY DIMMER SWITCH SMOKE/CARBON MONOXIDE DETECTOR OTHERWISE NOTED. $ R DOOR OPERATED SWITCH C7 DOORBELL – — DUPLEX RECEPTACLEHE FIXTURE FITTED WITH A I N r7 Ytywa, WATERPROOF DUPLEX RECEPTACLE o _ HIGH–EFFICACY LAMP r ___ I�If 12 �II I \ �II I I 0 ___--_ _–_-- FANTRY I _ _ F - ------------- 1 --' o_ KITCH /A \ ' r/ F _______________ / I I cF L---------�- �- o 31 –24 I� o 73„ so 4 -------- -- – — _ -- CM " 6,_ �„ —_ —_—_—_—_ _—_---_—_— 1�-7PERMIT SET_— � I L 08.12.13 2,_10„ 10" –91•, o FOXAVENUE FISHERS ISLAND,NY 06390 I I V-6„ I \\\ 1\\ MUD R OMI �___�__� OD I I LL --I j II jII I ------ l i L------r–F I I r-- ll /i� ----- ------ ---A 1'-0" L--- 3-10----- –L_ asD wesr sere STREET ARCHITECTS, PLLC If II II II 1\ 11 \\ U FF,----�F — — — — — — — — — — — — NEW YORNNRUTHEswre Taos FAX Izaz>5s esee II _ __ _ __ __ °°ER FAX (715)e92 nae �{– I .SERE D A9chil_ i Z � i ✓� FOP NEW y h ELECTRICAL PLAN FULL SCALE 0 01 FIRST FLOOR PLAN EN-101.00 PROJECT: 210 SHEET: N/A U rl .a w h F U m F PLUMBING NOTES 1 , DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED, 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID, 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9, ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 10, ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK KITCHEN RELOCATED RANGE 3/4" FEED 1ST FLOOR (E) GAS RISER PERMITSET 08.12.13 02 GAS RISER DIAGRAM "rs FOX AVENUE FISHER'S ISI kND,NY 05390 I MUDROOM MUDROOM PANTRY KITCHEN \ II AHU i \\ RC,\ \�\\1\111 ` \ I I NEW SINK Y2 AC RELOCATED RELOCATED CONDENSATE SINK LINE SINK RELOCATED 1" AIR RELOCATED —� 2" RELOCATED WASHER —_? _I_SPACE DISHWASHER 2" _-- DISHWASHER __ I—___r NEW FUNNEL r I clothes ItY DRAIN �y, i,y„ I 1 1Y,�I KINLIN RUTHERFURD ARCHITECTS, PLLC Y"I - 330 WEST 38TH STREET,SUITE 1006 TEL.S 12)s9529ea Washer NEW Y05K,NEW YORK 100111 FM I'IT5 5e2 ll8 2.. FIRST FLOOR 2" 2.. 2" 2" RED A 4" 4" 41- ��5 J D. �Chirc� EXISTING STACK VENT TO REMAIN EXISTING STACK VENT TO REMAIN EXISTING BUILDING STACK TO REMAIN EXISTING BUILDING STACK TO REMAIN N 9 0 k OF NEVJ IV N PLUMBING RISER 01 PLUMBING RISER DIAGRAMNIS DIAGRAM h FULL SCALE 0 PROJECT: 210 P-101.00 SHEET: N/A 3' HIGH STONEWALL \2x\ FOX AVENUE E ALONG STREETLINE \ 6" �al �, iwlN W 1825.86 \li 171 N 4885.05 MAPLE r L dAPLE ( WIN TRE ° \ I I o , y� -\ s' TWIN ' s \ 1 I W 1908.71 12" MAPLE MAPLE - 'r� •� � � LTWA a ��,, 6 ` I MS p MAPLE ` /� MAPLE �'— TRIPPLE „ /' ( �N85'41'30"E ` -6„ x (FOUND) U p� U o U o MS \ 189.30 \MAPLE MAPLE / �\ 7.5' a 33U (FOUND)' ° s A \\ ' \` .ti /� 3 CHERRY TREE MAPLE 6" ZS / BLDR. \ o rTl Q MAPLE �/ ' 1 t L ^ 0.• p cn SITE .10-1 85.76' U U �'\ ' ; �' as\ \\\\ `\\ 85.7x' '30"E �_ \\ \ •� ,ti z o \\J2 GRAVEL �— - o]BLDR. BLDR. (n ( °o — DRIVEWAY l \ BLDR IIII . 20" Ja ----- \ / �LOR. CENTER OF 15 Ff. E MAPLE IGHT OF WAY pp in \ 0 2 U 12'MAPLE\�-- Y\ ' / / � IDI BLDR. NM V Tl MAPLE ISI MAPLE " �(/ ,� _ \\ s \ \ \\ \ \ LOCATION MAP SCALE 1 "=400' ^�I MAPLE 0 1 I/ BLDR_ \ \ \ \ \ NIF CHRISTOPHER I. EDWARDS MAPLE p J I APLE\\ BLDR. \\ \\ x�� \ \\ \ X32 \`\ 34 \ \ m 24" BENCHMARK IRON ROD \ \ \ \ \ a \ OL \ MAPLE \` \ ELEVA.IION = 50.42r S \ \ \ \ \ \ '�' `\ PORTION OF WALL 30 \ ` DIST�RBDED BLDR. �AN \\ rl 1v `\\ ISI EXPOSED PIPE MAPLE ` / \ / /\\ BLDR.55 \ \ \\\ PIPE\OUTLET J �/ N . .J4 @_, MAP REFERENCES PIPE ° 1.) PLAN OF PROPERTY OF MILDRED E. ANDREWS AND IRVING KENNARD VAN RIPER SHOWING RIGHTS OF WAY FISHERS ISLAND NEW YORK SCALE 1"= 40 FT. ' CHANDLER h PALMER, ENGR'S NORWICH, CONN. AUGUST 25, 1966 s J� a \ /LANDSCAPE • 64.4 \ \ \ \ \\\ \\ 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO HORACE I. CRARY, JR. AND pA I \ STEPS SUSAN CRARY FOX AVENUE ISHERS ISLAND, NEW YORK. CME ASSOCIATES S� N s„ \\ \ \ ?\ \I ENGINEERING, LAND SURVEYING h ARCHITECTURE, FLED. DATE: 09/02/2010 �G7 v v /`��O VA V 11v MSCALE: 1" = 40' SHEET: 1 OF 1. N4ff5 / TREE a6 \ \ �\ 1 d' 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED > O PIPED I TRE INV.=56.,'E HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Y LIMITS of / EXISTING NIF BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q / \ \ I I ENGAGEMENT. Z IMITS OF \\ RESIDENCE \ I MARGARET O'NEIL FRANK 5 0 LJ / 1 i F.F:65.1't 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS U p V w Q �- TWIN1 I I ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN w > I I \ v " cv1 CEDgq \ m \ I II ITEM IN ANY WAY. a ¢ g CC\ \ X Y'll i 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S CD Of Q O SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF O d — N LL !n N. THE LAND SURVEYOR. 0_ 1 vv \` CONC. EDgR °off I F- w SEPTIC AREA = \ WALK \ \I 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC (n OAPPROXIMATE LOCATION / \ \ . ``,I ( \ \ SURVEY TRIANGULATION STATION "PROS". U Ll V / Po� 1 \ J I 5.) SITE IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK TAX MAP 1000, \ PAVED l slj I CENTER LINE OF 15 SC SECTION 6, BLOCK 6, LOT 14.1. COCHERE \ � \ DRIVEWAY ," y 1- I RIGHT OF WAY AS DESCRIBED NIF WOOD\ \ \ = / �/ I\ IN AN AGREEMENT DATED O s I j MARCH 13, 1972 MARY G. ROBERTS ' \ GE \ \ sfi_ / J \ 7.5' USER 7222 PAGE 179. \`\ I 6.) TOTAL AREA = 1.344f ACRES. \ STONE 7.) SITE IS LOCATED IN R-80 ZONE. RETAINING \ OSx I WALL \� COTTAGE B. BASE FOR LEVELS: NGVD 29. LANDSCAPE —54 — STEPS EDGE OF GRAVEL S0� \_\ RCL 2ECCK -_-/ N\ PAVEMENT BLD �'�\\RIVEWAY \ I\ 0 pa —52 1. WATER >I. \ m METER \ X44--\—_ ��—sg `8 ( PIT \I �\ ,aa ��0'015p, A 1s2 N19'S8'10"E to 0 x2 1 ly m I/ 1.50' z ff 42� GARAGE/ `° ¢ I COTTAGE w 0 I '' I IIII IIII � Ms — (FOUND) r` 1 1 \ / \ " W 1549.38 W (MANHOLE 0' \ I I CENTOF 15 5 Ff. RIGHT OF WAY mm 519'58'10"W \ I 1 w. 34.00' z S07'59'30"W (FOUND) _ __ ¢ a 29,18' \ __ < 0 0 v r S4724'00"W 51.10' `n o �• FOUNDATION REMAINS \ N DO oN Z I > I o \ BENCHMARK MAG NAIL ELEVATION — 4:1.08' O o 0 0 \ \� IFRFND W Z Y \ RIGHT OF WAY o o F w 0 w TO MANSION HOUSE N/F NOW OR FORMERLY a m w o v S �ORNE NIF — — 50 — — EXISTING CONTOURS DATE: 10/05/2011 LUCIA W. WALKER SCALE: 1 " = 20` —r, K 50.5 SPOT GRADE STONE WALL LAURANEDWARDS O�� +OLE I N07'S9'30"E STONE RETAINING WALL QUALITY CONTROL CERTIFICATION / 5eX 9ryy<i ktefi 54.37' GROUP REVIEWED DATE / FENCE PROJECT MANAGER TREELINE 20 10 0 20 SHEET iiiiaENVIRORVEY NMENTAL MENTAL / IRON I II GRAPHIC SCALE IN FEET 1 OF I\ II ILII BLDR BOULDER CIVIL PIPE STRUCTURALI I ARCHITECNRAL