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HomeMy WebLinkAbout38336-Z DETAIL WALL NTH 2' OVERHANG v TO ACCOMMODATE VERTICAL BOARDS a w v RAILING SYSTEM TBD MARVIN WINDOW 0 1" WINDOW SILL � Mia .- ____ __ _T.0. FIRST FLOOR_S F_ M - - - - - 1" WINDOW APRON ELEV. 0'-0' 0. DECKING 4 ____TELEV --0'_6„ - $'4' AZEK TRIM _i'"� CEDAR SHINGLE ,---� �" WINDOW SILL AIR & VAPOR BARRIER 1” MNDOW APRON )/4" EXTERIOR GRADE PLYWOOD 2X6 FRAMING �;-i,, , a R-21 INSULATION9j" GWB (1) PT 2X12 2X6 BOTTOM PLATE 3Y" STRIP OAK FLOORING ! "' 2X12 FRAMING W SUBFLOORING (2) 6"X6" POST BEYOND -_---_ ---��-�- -- -- --� --- - -- ----- LATTICE __ i I , ELEV. O'-0" REFER TO CME 5100 I� I (1) PT 2X6 SHEARWALL/HOLDOWN PLAN FOR: HOLDOWN ANCHOR BOLT LOCATIONS AND SPECS. AND ,h SHEARWALL TYPES, LOCATIONS AND SPECS. 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FACE (TYP.) _- - ----- ----- 6" COMPACTED GRAVEL $5 FOOTING DOWEL EA. _ AIR & VAPOR BARRIER ��( , / " - 1X AZEK TRIM 10" POURED CONCRETE ' ° °< - VERT. W/ 24" LAP EXTERIOR GRADE PLYWOOD FOUNDATION WALL 11 z ° a ALTERNATE HOOKS Ij O " ° ° .,< 2CONCRETE DOTING 4" DRAIN PIPE 3 2X10 HEADER GWB L AUG — 2 2013 WOOD CASING k ' INSTALL NEW SIMPSON H10 2" RIGID INSULATION __ __ ___._ _ ...____ __ --__ T.O. FOOTING_- 4^ .^ a 7 ` 1F�tO M w OR H2.5A FOR HOLDOWN TO FOOTING OVER LIQUID ' J m MARVIN WINDOW APPLIED WATERPROOFING 2 . i ,K AT ALL CORNERS OF - _ `7 DETAILS w NEW ROOF CONSTRUCTION AND 10' 2' p ° n, d ` � • [ / lyAt,e ` ADJACENT TO WINDOW AND 1 , <'1(�' DOOR OPENINGS w 'i�\= CODE REQUIREMENTS. I SM ,3" •'�a I' ,{" " V FULL SCALE w INSTALL AS PER e SEE STRUCTURAL PLANS _ ?I DETAIL FOR FURTHER NOTES. ETAIL , P DETAIL 04 021 1/2'=I'4* A-401.00 (f5 REBAR TYP. ALL AROUND PROJECT: 204 CONTINUOUS 2'-0" GENERAL NOTES CODE ANALYSIS a i 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (3 BEDROOM, SINGLE FAMILY) , CRARY HOUSE RENOVATION - FISHERS ISLAND CODE OF NEW YORK STATE. RIDGE: 24'-1 3/4" (EXISTING) TABLE R301.2(1) 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 Iceshleld BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Lina Design Underlay Flood Load (MPH) Category WeatheringDepth Termite Deca Temp Required? III 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 'silghtto U 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 B Severe 36" to Heavy Moderate 11B Yes N/A c SUBCONTRACTORS, FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 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. a 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 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 3,313 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 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 gAFTER/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 HE 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 HOEDOWN ANICHORS 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 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY FASTENERS TO EACH POST. DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. BUILT-UP POST PLIES SMALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. LSAT 30 - 3 FT 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 MSTI 48 - 10 FT 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. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MS71 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 IST 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, BD 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 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 ® 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 An LONG MIN. 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) EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SMALL 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 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. 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: �j PERMIT SET AMENDMENT 07.3113 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 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE PERMIT SET 07.17.13 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' O.C.. FACE-NAILED) 8-16d EACH LAP DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST i0 PARALLEL RAFTER ( JANE CRARY HOUSE THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: 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 2Fl•, eanere bland NY 11. View Avenue&Beach Avenue 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 f/ 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END FO A,SEP Cys INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROMFACE-NAILED vGE0 k111 ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR TOP PLATE TO TOP PLATE ( ) 3-t6d PER FOOT 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-NAILED) 3-16d 24" O.C. �7. O2r3A�/vV 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND FOF NE`I'1 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. R _ _ 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 RUTHERFORD ARCHITECTS, PLLC COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD HIDDEN, FUTURE, OR EXISTING CONSTRUCTION BOTTOM PLATE TO FLOOR,' BAND, END, RIM JOIST OR 330 WEST 38Th 6TREET,SUITE 1000 TEL t2]2)6962990 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE 3-16d (1,2) PER FOOT NEW YORK,RIM YORK lame FAX:(775)5021736 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 (J2 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 _ GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. O1 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END I,' �W Ld �I " I' 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING A21SECTION REFERENCE OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY, THESE DRAWINGS OZ 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 ANDI� AUG - 2 2013 I� 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 HVAC DUCTWORK ECT. � ELEVATION TAG L 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 EACH JOIST ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. EXTERIOR ELEVATION Di A-201 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST GENERAL NOTES 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 AND1 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. FULL SCALE 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 04 SHEEP 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING A-002.00 BEING DONE. j .1..1 WALL SHINGLE 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. PROJECT: 204 03 U r-1 J 0. h U m U GENERAL NOTES: DEMOLITION LEGEND 1. ALL EXISTING WALLS, FINISHES AND FIXTURES TO REMAIN ON THIS LEVEL. 2. SHADED AREA IS NOT IN SCOPE. a EXISTING WALLS TO REMAIN C — — EXISTING WALLS— — TO BE DEMOLISHED 0 N EXISTING STAIR EXISTING ELECTRICAL PANEL TO 1ST FLOOR TO REMAIN & PHONE BOARD TO REMAIN ELEC. PANEL, PHONE BOARD UP STORAGE HALL I I II AREA OF WORK REPLACE EXISTING DOOR L CL- _J MECHANICAL/STORAGE III 1 � I IIS PERMIT SET 07.17.13 AREA OF WORK I I I I BEDROOM 3 vc; REPLACE EXISTING WINDOW I I GBATH 3 JANE CRARY HOUSE NO PROPOSED WORK III 279 oLoanvlew avonuoaeee�n A.anua �IN THE SHADED AREA `10.,s ZIInd,NY ro ze $ ;oQr F NEIIy KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SETH STREU,SITE 1005 TEL 1212)6952908 NEW YORK,N EW YORK 10018 FA%:(775)582-1736 V m X DEMOLITION PLAN F BASEMENT FULL SCALE BASEMENT PLAN 01A-030.00 0 PROJECT: 204 4 n GENERAL NOTES: DEMOLITION LEGEND EXISTING STEPS AND RAILING 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. TO REMAIN 2. REMOVE ALL EXISTING FINISHES UNLESS OTHERWISE NOTED. v EXISTING L ti TO REMAIN WALLS a a EXISTING WALLS — — — — TO BE DEMOLISHED V REMOVE PORTION OF EXISTING DECKING AND RAILING, EXISTING STRUCTURE TO REMAIN. — — - - -9 �7 - - - - - - - - - - - I I I I I REMOVE EXISTING STORAGE DECK I I I RELOCATE SINK, TOILET & SHOWER / I I REMOVE ALL EXISTING PLUMBING FIXTURES & FITTINGS DN OF - ■ i UP rII I IDN i" LJ 1 EXISTING STAIR TO BASEMENT — — — — I \ III I \O/ I I III TO REMAIN \\II III Ir_ II REMOVE EXISTING STAIR TO SECOND FLOOR II1` I BATH ILII REMOVE EXISTING CABINETRY 4 �i LIVING i� DINING iJ— — BEDROOM 1 REPLACE EXISTING WINDOW & DOORSCI ON EXISTING OPENING III \�� i I DECK III \\�� � rL PERMIT SET 07.17.13 _ REF M J_ --I - _ - - - - 7 \ I I JANE CRARY HOUSE �2 \ 2]OOceen Vlaw Avonuo&9eech gvenue Flsbefe Island.NY L/ A N TO � � BATH 2 COVE � KITCHEN 1l, L� � I REMOVE PORTION OF EXISTING DECK AND RAILING PFIRELTD`' o —���— — — —��-- — s��•z= �EPED ARC+hi F N $^ypr DECK F NEI'I III SCREENED PORCH REMOVE EXISTING LMIJ SCREENED PORCH i 11 \ — — — I� 11 — � - - - CL - - d — — _� _ �� _ �� ON � — �_ KINLIN RUTHERFORD ARCHITECTS, PLLC REMOVE ALL EXISTING REMOVE ALL EXISTING REMOVE EXISTING DECK, aa0 w6sr cern sws6r,surts loos TEL.(212)ssszsee I I I I I KITCHEN APPLIANCES PLUMBING FIXTURES & RAILING AND STRUCTURE NEWYORN,NEWYORK 10016 FM.p7s)5621766 F — — — — DN & CABINETRY FITTINGS IIIIIIIII I 1 J— LI —i J— b — RELOCATE SINK RELOCATE SINK, DISHWASHER, AND TOILET RANGE & REFRIGERATOR '+ REMOVE EXISTING STAIR k V DEMOLITION PLAN y FIRST FLOOR n FIRST FLOOR PLAN FULL SCALE 01 A-031.00 PROJECT: 204 U J a rn F V ul GENERAL NOTES: DEMOLITION LEGEND 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. r� 2. REMOVE ALL EXISTING FINISHES UNLESS OTHERWISE NOTED. EXISTING WALLS aTO REMAIN EXISTING WALLS TO BE DEMOLISHED 0 N +� T r + + r + + 11 FI I I ISDN II II III II 111111 II J HATCHED AREA INDICATES +++.r.+ +;+ +;+ ++il ��� L I I I 4FICE (— PORTION OF EXISTING FLOOR + + + + �-I TO BE REMOVED IN ORDER + + + + + + + + -++++, + + + + + + + I I BEDROOM 5 TO CREATE AN OPENED + -+ + + + + + + + + + + + r + CL ii BEDROOM 2 / I II AREA TO BELOW + + + + + + r + r + + + rr + I II III + + + a + + + r + + + + + + + + I - + + + REMOVE EXISTING STAIR II � HALLTO REPLACE EXISTING WINDOW III \\'� OPENBELOW I / J _ / - - - � � X BEDROOM 3 VI - BEDROOM 4 i `\\BATH 3L I JANE zvo oeeenv / I rienere ielar, O BATIJ 4 I \\ REMOVE ALL EXISTING PLUMBING FIXTURES & FITTINGS RELOCATE SINK AND TOILET REMOVE ALL EXISTING fi PLUMBING FIXTURES & FITTINGS RELOCATE SINK, TOILET & TUB KINLIN 330 WEST 3 N EW YORK, cF k DEN F SEC W FULL 01 SECOND z a PROJ 1 0 U J J W y F U W DEMOLITION LEGEND EXISTING F a ROOF x TO REMAIN EXISTING ROOF TO BE DEMOLISHED 0 O HATCHED AREA INDICATES PORTION OF EXISTING ROOF TO BE RECONFIGURED IN ORDER TO RECEIVE NEW ROOF DORMER I + + + + + + + + + + + + + + r + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + ++++ IT i' + + + + � r + + + + +T+ + + + + + + - -- - + + + + +++++++ + + + + + + + + +++ LI -F C 1 - + ++ ++++++ + + + + +++ + 11 IT + + + ,- L,IT_J_ C i,, - ---� f I .I i11 f I I I I i 1 1. . " -T - � I -- ILL T'r .. , -L -- I - - I - - - T -T -fty 711 - I I� TJ- T r. - 4-r I I I � 7 - T - _ -4 EXISTING CHIMNEY TO REMAIN _ _ _ _ _ i + + + + + + _ + + + + + + + + + + + + _ + + + + + +I - I1 T + + + + + + + + + + + + + + + + + + + + + + + + + + r I + + + i + r + - L [ 77 + + + _ + + ++ r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + # + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + - + + + + + + + + + ++ + + - + + + + + _ -- - --- - - -- - - f + + + + + + r + + + + + + + + r + + + + + +++++ + + + + + + + + + + + L I. 1 1 71. [ + + + + ++ , + + + + + i Ill fll.- "I + + + rrrr + + + + + + + + r + I + + + + + + + + + + + + + + + + f:C - ----- 1=7 f + + + + + + + + ++ + + + + + + + + + + iI + + + + + + - + + +�+++++' + + ITr + + +' +++-+ +++++++ + + + + + + + + + + + +++++ + + _T_T_ + - +, + + + + r r +++ + r+ + + + + + + + + + + r+ + + + + + + + + + + I + + + + + + + + + + iIrr + r + + + + + + + + + + + + + + + _ + + _ + + - + + + + + + + +T++N+-+++++++ + + + +++++++ J_- i __ TC -T. _ + + + i' + + + + + + + + + r i r + + r + - + + r + + + r r + . -. L + + + + + + Ir + + + + + + + + + + + + + + + I + I + + +++++++++ ++++ + r + + + +++++ + + + + + +++ + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + - HATCHED AREA INDICATES PORTION OF EXISTING ROOF TO BE RECONFIGURED IN ORDER REMOVE EXISTING I I TO RECEIVE NEW ROOF SHED SCREENED PORCH ROOF L - - - - - - - - - - - - - - � x �I L� h F W x x O 1 ROOF PLAN O U J .a a F F CONSTRUCTION LEGEND z z GENERAL NOTES: NEW CONSTRUCTION 1. ALL EXISTING WALLS, FINISHES AND FIXTURES TO REMAIN ON THIS LEVEL. a 2. SHADED AREA IS NOT IN SCOPE. 3. EXISTING STRUCTURE TO REMAIN. EXISTING WALLS TO REMAIN 5 SO SMOKE DETECTOR/ xk' CM CARBON MONOXIDE DETECTOR 0 CEXHAUST FAN 01 /A202 EXISTING STAIR EXISTING ELECTRICAL PANEL TO IST FLOOR TO REMAIN & PHONE BOARD TO REMAIN ELEC. PANEL./ P STORAGE PHONE BOARD U / i JJJJ1 _ HALL AREA OF WORK — _ — — M a� INSTALL NEW DOOR o\ ON EXISTING OPENING CL �\ MECHANICAL/STORAGE III All01 ai o — — — — — — - — PERMIT SET 07.17.13 AREA OF WORK I BEDROOM 3l o '-'— _ INSTALL NEW WINDOW I I �J III N EXISTING OPENING C, BATH 3 JANE CRARY HOUSE III __I 1 I I NO PROPOSED WORK 27oOcean slslunAvenues Beach Avenue ` — �IN THE SHADED AREA Eimeraaa�a,rvv <Ep0 ARo- C?� 20 -63f 01 WALL SECTION �Y A401 02 FOF o � io Ra UNFNESHED STORAGE AREA N 01®1 INSTALL NEW DOOR KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TH STREET,SUITE 1005 TEL.(212)695-2988N EW YORK,NEWYORK 10016 FAX:(775)5621736 it K N N {L1 CONSTRUCTION PLAN z BASEMENT FULL SCALE 01 BASEMENT PLAN A-100.00 0 PROJECT: 204 U J W F H GENERAL EXISTING STRUCTURE TO REMAIN. CONSTRUCTION LEGEND 2. PROVIDE NEW FRAMING FOR NEW WINDOWS & EXTERIOR DOORS. yU NEW CONSTRUCTION EXISTING STEPS AND RAILING TO REMAIN F EXISTING WALLS AIN SD SMOKE DETECTOR/ 01 A202 CM CARBON MONOXIDE DETECTOR 0 INSTALL NEW DECKING, NEW STEPS & NEW RAILING EXHAUST FAN 14'-4ON EXISTING STRUCTURE. �" If rl 0 ON ON NEW RELOCATED NEW RELOCATED LAVATORY TOILET 'I DECK NEW RELOCATED INSTALL NEW TUB 5'-107 " 12'-44" ro 14 -4 TOILET EQ. 1, 2'-11" 2'-11" EQ. 2" 5 _21" INSTALL NEW STAIRS AND RAILING AS SHOWN DN 1 4'-04 'POWDER CIL l D ROOM DN ro 3 2 7'_61" © '® MASTE R I I 2 BATHRO)M I1 11 1 -- NEW RELOCATED LAVATORY HB FOYER 2,_g„ 2'_8„ ,�I N o 1°s 5'-0" INSTALL NEW WALLS, WINDOWS, UP DOORS AND CABINETRY AS SHOWN i CL. I CL. 2'–B" ` NEW RELOCATED SHOWER N 1 T-0 tmWALKL i a� \� r 1Uz " CLOS I iv 106 INSTALL NEW LAVATORY a G �� �� D d.l 0 LIVING 106 \\\ ROOM � 2'-0" 2'00" 3'- g'-54' _W MASTER 11n N PANTRY( – BEDROOM O DECK INSTALDOORSLANEWCWANLS, WI AS SHOWN PERMIT SET 07.17.13 REPLACE EXISTING WINDOW & DOORS ON EXISTING OPENING 10 II UC LII INSTALL NEW RELOCATED DISHWASHER JANE CRARY HOUSE I y�E R. KITCHEN 'tl INSTALL NEW SINK noocaa"view a"""""aBeach nve"v" OPEN TO \� Na asners Islam,NY INSTALL NEW �� ABOVE i'-7 4'-,IO" 13,_84„ 12,_1Z„ UNDER COUNTER FRIDGE 3'-33" 2'-63" 4 4 ns FIRE EQ. 6'_0" kE — — — I4- J 1Us PLACE I NINA ■ � I t°z 7•_82" 101 HB 13'_1 Toa 7'_52" \c',�Ep,Fo AK�yr NEW RELOCATED GAS (RANGE N� 102 NEW RELOCATED REFRIGERATOR ,Y r 0 oN INSTALL NEW WALLS, WINDOWS, a DOORS AND CABINETRI` AS SHOWN '9pF 02 DINING NEW RELOCATED SINK OF NE`>J m a ROOM DECK SIN INSTALL NEW WALLS, WINDOWS las TI INSTALL NEW DECK, AND DOORS AS SHOWN nw- a NEW STEPS & NEW RAILING N Da KINLIN RUTHERFORD ARCHITECTS, PLLC I h 330 WEST 36TH STREET,,SUITE 1006 TEC(=)69&2996 NEW YORK,NEW YORK 10016 FM (775)552-1736 N 10a 10� los los toe 3,_104, 3,_88„ 3,_88„ 31_88.. 3,_88.. 3'-104" v Dow w: n � 0 I k r � CONSTRUCTION PLAN z2'-s4" EQ. D'-s" EQ. FIRST FLOOR 54._74„ �a FULL SCALE z O 1 FIRST FLOOR PLAN D®1 A-101.00 PROJECT: 204 U w GENERAL NOTES: CONSTRUCTION LEGEND 1. EXISTING STRUCTURE TO REMAIN. 2. PROVIDE NEW FRAMING FOR NEW WINDOWS & EXTERIOR DOORS. a NEW CONSTRUCTION EXISTING W TO REMAIIALLS SD SMOKE DETECTOR/ k i 01 A202 CM CARBON MONOXIDE DETECTOR 0 - EXHAUST FAN Ir I . NEW RELOCATED I TOILET ' 4" 5._2.. 3'-10" P,_24,. 7,-24" B,_a2,. 5._22„ 3-4- 202 203 204 INSTALL NEW STAIRS !it - AND RAILING AS SHOWN CLOSET WALK—IN _ INSTALL NEW TUB N CLOSET / DN NEW RAILING 6'-4" 204 � 6'-102 8'_0" mm ' �-- 2 -8 � / I � BATH 2 i I j NEW RELOCATED LAVwATORY LANDING IN CLOSET I\ Ilr La J / .. . - _ _ OPEN TO a N 4'-0" z0� zaa O s w los I/ I �-HALL 0 205 O O 202 NN GL in `\ OPEN TO 2m \ BELOW BEDROOM 2 INSTALL NEW WINDOW " \\ /� L- ON EXISTING OPENING I' \\ // '� h INSTALL NEW WALLS, WINDOWS, N DOORS AND CABINETRY AS SHOWN m INSTALL NEW WALLS, WINDOWS, ;' / \ DOORS AND CABINETRY AS SHOWN / \\ 5'-11" \\ BEDROOM 1 BATH 1 Ilr 1 / / / 20B NEW RELOCATED TUB NEW RELOCATED LAVATORY \ N 203 NEW RELOCATED TOILET r ___ I I I 212211 21° 209 1" I� 5,-2,. 6 5._1.. 6 11,-5.. 6 T-52 . IJ �I INSTALL NEW ROOF I SEE S-102 FOR ROOF FRAMING DIAGRAM _L. d i ni of h ' F w z 01/AA201 01 SECOND FLOOR PLAN 0 U 0. m F U ERA` NOTES: 1. CONSTRUCTION LEGEND 1. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, x - AND NEW ROOF. NEW CONSTRUCTION a - - - - - - EXISTING WALLS TO REMAIN SD SMOKE DETECTOR/ 01 A202 CM CARBON MONOXIDE DETECTOR 0 EXHAUST FAN Illi NEW ROOF DORMER INSTALL 50YR. ARCHITECTURAL GRADE ASPHALT SHINGLES f FF J- I __� II 1 - Ir17 -� _ i. JI- I- �I I 1 ._f. 0 N - o L III _ I - - _ LI YWYT EXISTING TO REMAIN T ---- L -- -J_JT CI 1 - 11 ISI IiJ! IIl 111 -C .. _7 T i:1 x_11 I I'_�1T I� rl 1 -- l L-I T Ti 1 - I 7 i U L `. 11 I � _1-_ X14 �I �� �r�I 11 - - -- �I 111 rill- fl r rJr 1111111 ' II,T 111r11 - 11TH I �'1 f11i11 111 I I IIII-1f`LI , �_ L - - -- - �- _ I. . I _ _L1 L' 11 ,l-'_ L 111- . 1 II IL' --II _. 1 ' _ 1111 -L�I T --- I 1 I L - 11 L ' III I 1L1 — _ 1_1 r 1 11 1 1 l l 1 -11 1 L-1 1 I 1- 1 _ 111 1 _ 11 I,I, r 1 71 1 1 117 r 1- _ 11- L1'_Il I Ii Tl -T,11 1 ' - C - - -1 - I11�I VIII 1 C] i111L1_I II , 11111; � � I 'I 111 �1I1' i IJ� 11��L . .. _ L 1 -tl 1 I 1 11 rI 1_ 1 I L I L T - I r_ —LLrI� ,� L I III i 1111 _ III �. I . L , II1 - li _ I I _ V I I I I I I I II I 1 1 1 r I I I I ."I' I r I III 1 T - L L ' I I fiLt`l� - 1 ' J� 1-L I I ( 11] L III i_I 1 1 J -1 - 1 I L_ I I I 111 rl 1. -Ll I_ - 1 - Tl l ITI (i TTITT 1 1—, 1 1 L I 1 - 1 - — 1 1 l �L I l l �I I' -I I �-'1 1 f 1 I _I"'1 1I IrIT' hI`"I I—l" >� _ 11 - II III � . .,� I I T'.`11 IIII I_ 1 I 11 I _i, ' III - - _ ' 1 III L III -_I T� IjTT I l III I _ i I .LI 11-I 11 1 IIII- - 11 . -- ' 1 �, I i I I1 II I 1 IIII II'I , CC III III - LII I' III -1 Ilr- l 1TiI1 ' 1r 1 rll r I ,I 1 J I 1 I_IJ _ I I I I II I I _ 1 I I NEW ROOF 1 __ - III i II _ J L _ II -_- 1 , L _ 1 �: INSTALL 50YR. ARCHITECTURAL GRADE ASPHALT SHINGLES 1 Tr 1 7 'll I Til 1 I 1 , I II L I rl 111 I I II'. I_I__ L I I 1J, 1- I I 11,1 I I 1 -i I I I I I : 1 1,11 1 r 11� :I 11_ I-J 1 I .-1-ITI if _L I I11 ' i --TII -1 -I IIII (LL _ IIII 7�1j _. -� INSTALLNEW °50YRE ARCHTECTURAL GRADE ASPHALT SHINGLES 1 IL,1 �rl Ir ,III 1 1J rI If 1111 17 II I ' IT I I I - -T I I11`I I I If 11 11 111 11 1 1 111111 1 1 1' 1 _11, 1 IJ 11i . 1 1 II I _ III _ I 1 11 I T 1� 4� 1 T L, 1 1X11 x'11 � If LTI LI- T' 11 _ 1rr`rllllll 11 LJrr 11 l -_T1 Irl 1111 [ r 1 11 : ' 1 ILIA- III I i_I 111 1 11 ,1 IIII (IIII IIII C 1 U -I III1LI� 411 TI r < < 1 n° r n TI T� _ _ — �r1� ll �1 III 111 I—] II III l_1 1 T II, lr II 1 II I 1 1 --1 - --- I. If! I-f-41-1 —I-1 �-� I 11 L 1 - - - ------ - - -- -- -----_ - ---- / _ l I 111 x I - --—------- -- -- -- I� N i L N I F y a 01®1 O 1 ROOoF PLAN 0 U a a W ti H V u] S U m P4 0 N EXISTING CHIMNEY REMAINS EXISTING VENT REMAINS EXISTING ROOF RIDGE TO REMAIN NEW FRAMED ROOF U.S. RIDGE BEAM -- ELEV +22'-114" NEW FRAMED ROOF - - I 212 271 210 I 209 ... I ILL_� - _ -7T- NEW RED CEDAR PERFECTION 1 _ J I Ll _ _. t .. $ 1 SHINGLES WILL BE ALL T AND NEWAPPLIEDTEXTERIORISTIWALLS ETFP1111 f I 0 •,�� .. - - __ l _ _ 7 I. _ T.O. SEC- - _ ND FLOOR F,F - - - I _ � [, — _ ,O L ELEV +8'— 7 0 e +� tan toy tss 105 1aa / 1oz ❑ tm ❑ __ los ■ ■ ❑ - O - ❑❑ ❑❑❑ _ rr - - 7 - �NEW FRAMED AND RAILING DECK I _ _ _ . I RAILING RS FRAMEpN00 f_ - - _ ' PERI IT 5ET T.O. FIRSTELEV 0FLO0 Fp,� T__ I NEW DECORATIVE LATTICE, PTD. JANE CRARY f 270 O —Vlnw Avonuo&B...h P Flshe(s Island,NY AVERAGE ELEVATION OF EXISTING GRADE ELEV —6,-3" T.O. BASEMENT SLAB ELEV —8,_Suz,� SPED 2 OL. 22'-7`9/16" OF I NEW DINING ROOM ADDITION KINLIN RUTHERFUF 330 WEST 38TH STREET,SUITE 1C NEW YORK,NEW YORK 10013 C M k W SOUTH ELE' H FULL SCALE 01 SOUTH ELEVATION A Ri PROJECT: 204 0 U J .a w F U W S U C Q 0. E�- a a 0 N E%1511NG ROOF RIDGE EXISTING VENT REMAINS EXISTING CHIMNEY REMAINS TO REMAIN NEW FRAMED ROOF AND WINDOWS ___ - --- -_ __- .-.. -__ _ - _ U.S. RIDGE BEAM ELEV +22'-11Z NEW FRAMED DORMERS W/ NEW WINDOWS '-- - I I l _ NEW FRAMED ROOF 71 J. NEW RED CEDAR - PION 1 SHINGLES - - - -- - WILL B _ WILL BE APPLIED TO ALL I - u L 203 20 I EXISTING AND NEW _ EXTERIOR WALLS _. I. - T 177YTI11111111 - _ __ - - - I - 1 _ _ -_- - T.O. SECOND FLOOR F.F. ❑ 113 _ ❑ 112 - 101 LEll 105 - ; 1 _ EXISTING FRAMED DECK O AND RAILING TO REMAIN, PTO, TI I - I F - _ 1 t o EXISTING FRAMED .[I r'T4` _ 1 _ - \ STAIRS ANO RAILING ;' -f TO REMAIN, PTD. - i ._I- TAD. FIRST FL00 ELEV +0'-0" I -___ T.O. BASEMENT SLAB ELEV -8'-5Y2" 10 5'-10y" EW DINING ROOM ADDITIO i+ K N " N H W W y 01 NORTH ELEVATION a c U a .a F. rn H U W H �1 U K Q W� x F a .a z m 0 N EXISTING ROOF RIDGE TO REMAIN EXISTING CHIMNEY REMAINS U.S. RIDGE BEAM ELEV +22'-11-i'4" I 1" 301 E%TEND EXISTING WALL AND T - ROOF AS REQUIRED TO ALIGN TO NEW ADDITION NEW FRAMED ROOF L L ' I I m I F 7 - _ I I - - - - 1 Li - -- - ___- - -_--- - --`I- T.O. SECOND FLOOR F.F. OL - T _ -I f_ I 1 - ELEV +8'-0)14" I T I I 106 11° 109 EXISTING FRAMED DECK 1 -" ❑ - - 1 AND RAILING TO REMAIN, PTO. NEW FRAMED STAIRS AND RAILING T.O. FIRST FLOOR F.F. PERMIT SET 07.17.13 ELEV +0'-0" NEW DECORATIVE LATTICE, R1D. DOI '° JANE CRARY HOUSE Ell IL 2700caan Vd.Avanue a Bans&A"anne Flshela Island NY Ell0 l � --- -- - ---- - - - - - - - -- - - -- - ---- --- - - - ---- - - - - - -- - - T.O. BASEMENT SLAB ELEV -8'- ED A SEP Rch 0 ki,U�"Tam Z 0294 D� NEW DINING ROOM ADDITION OF NEN J KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 387H STREET,SUITE 1006 TEL(212)6952988 NEW YORK,NEW YORK 10018 FM.(775)5921736 V m YG N F WEST ELEVATION W 1 WEST ELEVATION FULL SCALE _203.00 PROJECT: 204 V a .3 w F U Lil u yU� 6 v�v.. uC T 0 N C EXISTING CHIMNEY REMAINS U.S. RIDGE BEAM -- - (ELEV +22'-11/4" L NEW FRAMED ROOF -- 1-11, - - I I �I T LJ 1 I NEW FRAMED ROOF - F L 1 I I 1 � oe - f __ -- ❑�o � .. - 111 i -- -T - T 7 _—_ -- _ _ _ "_ r" _ T_ I? _- -, T I �I r � r � - ---- -- _- ---- T.O. SECOND FLOOR F.F. NEW FRAMED DECK - _ L ELEV +8'—G}'p" AND RAILING NEW FRAMED IC 1O3 / 104 Ll - 115 11hL -- I STAIRS AND r RAILING - Ii T - EXISTING FRAMED DECK AND RAILING TO REMAIN, PTD. EXISTlNG STAIRS ANDAMED RAILNG TO REMAIN, PTD. - - _- - - 1, - L - ;•_- ... - - , r, l L - T.O. FIRST FLOOR FF PERMIT SET . . NEW NEW DEC0RAl VE LATTICEDECORATIVE ELEV +0'-0- PTD. LATTICE. PTD. _ JANE CRARY HOUSE 210 OT..n New Avenue E Bu&Awnue FISHeYS ISIantl,NY -- _ .O BASEMENT SLAB ELEV —8'-5,1¢" `5'�E ED .OtiiT 1 294 y0 NEW DINING ROOM ADDITION OF NES KINLIN RUTHERFURD ARCHITEC 330 WEST 38TH STREET,SHITE 1009 TEL NEW YORK,NEW YORK 10018 FAK: "a k N N tsl N EAST ELEVATION TO 01 EAST ELEVATION FULL SCALE G 1/4-4-0- A-204 PROJECT: 204 DETAIL WALL `MTH 2" OVERHANG TO ACCOMM MODATE VERTICAL BOARDS a a h v RAILING SYSTEM TBD MARVIN WINDOW 0 1" WINDOW SILL i� MIL ' T.__- _______. _.___________ 0_-FIRSTFLOOR-S.F- - _ M ELEV. 0'-0" 1" WINDOW APRON 6 T.0 _DECKING _ x AZEK TRIM CEDAR SHINGLE 9'i' WINDOW SILL o AIR & VAPOR BARRIER 1" WINDOW APRON �/4" EXTERIOR GRADE PLYWOOD _ 2X6 FRAMING J R-21 INSULATION I' V GWB 2X6 BOTTOM PLATE (1) PT 2X12 3Yi' STRIP OAK FLOORING - 2X12 FRAMING Y4" SUBFLOORING- ,� POST BEYOND - - _ _._ -______ ____T.0 FIRSTELEV. 0'50' LATTICE REFER TO CME 5100 - -- -- SHEARWALL/HOLDOWN (1) PT 2X6 PLAN FOR: HOLDOWN ANCHOR BOLT - I r LOCATIONS AND SPECS. AND SHEARWALL TYPES, - LOCATIONS AND SPECS. ; i __ TO FOUNDATION WALL _ --- --- __________ _ - ___ 11j' TJI0210 ®16" O.C. BEYOND III / ELEV. -1'-2Ye" ili I $m 2" RIGID INSULATION - " 3/4 / ' R-30 INSULATION 11 INz� al a � - (2) 1Yy' X 11316' LVL "° _ 03 DETAoL 2X10 PT SILL PLATE FLASHING US " ANCHOR BOLT ii-' (REFER TO CME SHEARWALL PLAN FOR BACKING FOR VERTICAL BOARDS SPECS, - SPACING AND ENBEDMENT) ° °° DETAIL AT MUDROOM DOOR #5 REBAR ° 2" OVERHANG FOR VERTICAL 2" OVERHANG #5 VERTICAL REBAR d BOARD SETBACK MARVIN EXTERIOR 24" O.C. (TYP.) 4 ° °, INSWING DOOR 3" FROM INT. FACE (TYP.) " 10" POURED CONCRETE -I--- - 3/i' AZEK TRIM FOUNDATION WALL PT 2X10 LEDGER m 3Y" STRIP OAK FLOORING ° ° 1X4 IPE DECKING ' Y," SUBFLOORING 2" RIGID INSULATION TO FOOTING OVER LIQUID ° f.0_FIRST FLOOR SE_ --- APPLIED WATERPROOFING - - ELEV, D'-G" lo" 2„ #5 VERTICAL REBAR EXPANSION JOINT DETAIL AT UN-FINISHED BASEMENT 24" O.C. (TYP.) 4" POURED 3" FROM INT. FACE (TYP,) - _i CONCRETE SLAB 10 2 I 10" POURED CONCRETE 2'-0"X1'-0" POURED FOUNDATION WALL w CONCRETE FOOTING rnII - ----------- 6x6-W2.9XW2.9 _ #5 REBAR SS 11d" TJI®210 @16" O.C. BEYOND lil '\ W.W. MESH MID-DEPTH ° ), 6" T 0. FOUNDATION WALL VAPOR BARRIER d '°° _______— .._ 2' RIGID INSULATION 2" ---------ATIO - - )!�/�/I 1 ELEV " CONTINUOUS ____ C_OVC_0_N6C Y2. R-30 INSULATION PT 2X10 FRAMING (2) 1� X 11�° LVL °d RETE SLAB 50-YR TIMBERLINE SHINGLES 2X10 PT SILL PLATE ° (LASHING WA R ROOFING MEMBRANI N" EXTERIOR GRADE PLYWOOD V' ANCHOR BOLT "° �d a 2" RIGI I SO ATI N (REFER TO CMECPK SHEARWALL PLAN a 2X12 RAFTER FOR SPECS. - SPACING AND ° ° - IJ R-30 INSULATION ENBEDMENT) 1 [ -#5 REBAR J #5 REBAR 2" OVERHANG ° 8 MIDTARTER�O -0 TING Old #5 VERTICAL REBAR ° d ° NO STONE UNDER DECK INSULATION `� w (1) 2X 24" O.C. (TYP d ` GRAVEL / CEDAR SHINGLE3" FROM INT. FACE (TYP.) _ 6" COMPACTED GRAVEL � � � AIR & VAPOR BARRIE1X AZEK TRIM 10" POURED CONCRETE ,,, - #5 FOOTING DOWEL EA. N4"" EXTERIOR GRADE PLYWOOD FOUNDATION WALL ° VERT. W/ 24" LAP i ° (3) 2X10 HEADER " ° ._ ALTERNATE HOOKS 2'-0"X1'-0" POURED ? � " GWB CONCRETE FOOTING 4" DRAIN PIPE % WOOD CASING �. bd ° SC 2" RIGID INSULATION ° INSTALL NEW SIMPSON H10 TO FOOTING OVER LIQUID a MARVIN WINDOW OR H2.5A FOR HOLDOWN - - �` TO_ FOOTING_ __ APPLIED WATERPROOFING Y AT ALL CORNERS OF m NEW ROOF CONSTRUCTION AND10' 2' ADJACENT TO WINDOW AND m LD( DOOR OPENINGS. INSTALL AS PER ° ° a CODE REQUIREMENTS. °adi- d SEE STRUCTURAL PLANS 6 utF � D/J DETAIL FOR FURTHER NOTES. DETAIL \, a' 02 t i/z•=t'-o• 3 'TSy nY', Qf DETAIL 041 t/2. -0. #5 REBAR TYP. ALL AROUND y TYP. O I t t/Y=P-o• CONTINUOUS 2'-O" 420. ,> 31, < 2 7 ,3 2 NEW WOOD POST & CAF 42 Rl� 2 'M 07 HANDRAIL DETAIL 12 2 2 ® 7 6 0 4 2 2" NEW WOOD RAL 4\1 STAIR SECTION HANDRAIL DETAIL 051/2'-l'-O' 04STAIR SECTION 0 6 1011, 4 8 TREADS @ 11-1/4 EACH NEW WOOD TREADS V1111111A FF 1 4 AND RISERS OS 4 00 F1DN 40 NEW RAILING H=42" 00 m UP OPEN TO x = BELOW - - - - - - - - - - - - - - - - - - - - - 4 03 RISER/TREAD DETAIL 02SECOND FLOOR PLAN 01 FIRST FLOOR PLAN U 0. U) F U W WINDOW SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) Basement Opening Size Jamb Divided aWindow # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes °i 001 Bedroom 6 A Marvin (x3)CUDH 2830 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White I Aluminum Install on exist.opening.Verify all dimensions in field. First Floor Opening Size Jamb Divided o Window # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes 101 Kitchen A Marvin (x2)CUDH 3016 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 102 Dining Room A Marvin CUDH 2432 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 103 Dining Room A Marvin CUDH 2432 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 104 Dining Room A Marvin CUDH 3232 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions In field. 105 Dining Room A Marvin CUDH 3232 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field 106 Dining Roam A Marvin CUDH 3232 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 107 Dining Roam A Marvin CUDH 3232 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 108 Dining Room A Marvin CUDH 3232 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 109 Dining Room A Marvin CUDH 3032 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimensions in field. 110 Dining Room A Marvin CUDH 3032 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Verify all dimenslons in field. 112 Powder Room A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.E V.I.F. SOL Y White Aluminum Install on exist. opening.Verify all dimensions in field. 113 Master Bathroom A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 114 Master Bedroom A Marvin CUDH 2624 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 115 Master Bedroom A Marvin CUDH 2624 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field Second Floor Opening Size Jamb Divided Window # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes 201 Living Room D Marvin (x2)CUCAP 4872 Ultimate Casement Picture V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist. opening.Verify all dimensions in field 202 Existing Stair A Marvin CUDH 2614 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist. opening.Verify all dimensions in field. 203 Existing Stair A Marvin CUDH 2614 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 204 Landing A Marvin (x2)CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field 205 Walk in Closet A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 206 Bath 2 A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 207 Bedroom 2 A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 208 Bedroom 2 A Marvin CUDH 2618 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 209 Bedroom 2 A Marvin (x2)CUDH 2632 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 210 Bath 1 A Marvin CUDH 2632 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist. opening.Verify all dimensions in field. 211 Bedroom 1 A Marvin CUDH 2632 Clad Ultimate Double Hung V.I.F V.I.F. V.I.F. SOL Y White Aluminum Install on exist.opening.Verify all dimensions in field. 212 Bedroom 1 A Marvin CUDH 2632 Clad Ultimate Double Hung V.I.F V.LF. V.I.F. SOL Y White Aluminum Install on exist.opening Verify all dimensions infield. Loft Opening Size Jamb Divided Window # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes 301 Living Room Exlstingto Remaln NOTES: 1. WINDOW TRIM TO BE INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENINGS AT REPLACEMENT UNITS WITH IN-FIELD MEASUREMENTS.CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. 3. VERIFY ROUGH OPENINGS AT NEW UNITS WITH DIMENSIONS ON CONSTRUCTION PLAN AND DETAIL SHEETS. 4. PATCH INTERIOR AND EXTERIOR WALLS AS REQUIRED TO RECEIVE NEW TRIM. 5. ALL NEW AND REPLACEMENT EXTERIOR WINDOWS TO BE HURRICANE RATED(MARVIN-STORMPLUS IMPACT ZONE 3). INTERIOR DOOR SCHEDULE EXTERIOR DOOR SCHEDULE First Floor Door Size Basement Opening Size Door # Rm Name Type Comment Description Width Height Door # Rm Name Type Comment Description Width Height 101 Pantry A Solid Core Pocket 3'-6" 6'-8" 001 Hall A French Door 3'-0" 6'-71/4" 102 Study B Solid Core Double Pocket 5'-0" 6'-8" 002 Unflnlshed Storage Area TBD 3'-0" 6'-7 1/4" 103 Closet A Solid Core 2'-8" 6'-8" 104 Powder Room A Solid Core 2'-8° 6-8" First Floor Opening Size 105 Master Bedroom A Solid Core 2'-8" 6'-8" Door # Rm Name Type Comment Description Width Height 106 Master Bathroom A Solid Core 2-8" 6'-8" 101 Foyer B French Door 3'-0" 6'-6" 107 Walk in Closet A Solid Core 2'-8" 6'-8" 102 Kitchen C French Double Door 4'-0" 6'-8" 108 Existing Stair A Solid Core 2'-6" 6'-8" 103 Master's Bedroom D French Sliding Couble Door 6'-0" 6'-8" 104 Dining Room C French Double Door 6'-0" 6'-8" Second Floor Door Size 105 Dining Room B French Door 3'-0" 6'-8" Door# Rm Name Type Comment Description Width Height 106 Living Room D French Door 8'-0" 6-8" 201 Bedroom 1 A Solid Core 2'-8" 6-8" 202 Bedroom 1 Closet A Solid Core 2'4" 6-8" NOTES: 203 Bath 1 A Solid Core 2-e" 6'-8" 1 DOOR TRIM TO BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 204 Owner's Closet A Solid Core 2'-8" 6,W 2. VERIFY ROUGH OPENINGS AT REPLACEMENT DOORS WITH IN-FIELD MEASUREMENTS. CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. 3. VERIFY ROUGH OPENINGS AT NEW UNITS WITH DIMENSIONS ON CONSTRUCTION PLAN AND DETAIL SHEETS. 205 Linen Closet B Solid Core Double Door 4'-0" 6'-8" 4. PATCH INTERIOR AND EXTERIOR WALLS AS REQUIRED TO RECEIVE NEW TRIM, 206 Bedroom 2 A Solid Core 2'-8" 6'-8" 5. ALL NEW AND REPLACEMENT EXTERIOR DOORS TO BE HURRICANE RATED(MARVIN-STORMPLUS IMPACT ZONE 3). N 6. ALL EXTERIOR DOORS TO BE REFINISHED AND REFURBISHED AS REQUIRED. 207 Walk in Closet A Solid Core 2'-8" 6-8" 208 Bath 2 A Solid Core 2'-8" 6'-8" F {w y NOTES: 1. DOOR TRIM TO BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 2. VERIFY OPENINGS AT INTERIOR DOORS WITH IN-FIELD MEASUREMENTS.CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. v 3. REFINISH AND REFURBISH AS NECESSARY INTERIOR DOORS TO BE RE-USED - 01 EAST ELEVATION 4. CONSULT CONSTRUCTION PLAN FOR NEW INTERIOR DOOR LOCATIONS FOR RE-USED INTERIOR DOORS. 5 PATCH ALL INTERIOR WALLS AND TRIM TO MATCH EXISTING AS REQUIRED. 6. ALL INTERIOR DOORS TO BE REFINISHED AND REFURBISHED AS REQUIRED. U .a ..1 a F U W yU� 6 w� WC �5+ a a .E Z 0 E[OA OInA ] t O 02 INTERIOR DOOR ELEVATIONS PERMIT SET 07.17.13 Nrs r.. JANE CRARY HOUSE 270 Oo...Vlew Awnun&.,,&Av-Ua FlsWo IWWI,d.NY SPED ARC 03 WINDOW ELEVATIONS 2948`, FOF NE`N 1 cc G) Q \ O B / O / / C \ \ KINLIN RUTHERFURD ARCHITECTS, PLLC / \ 330 WEST38FH STREET,SUITE 1006 TEL.X212)6952988 NEW YORK,NEWYORK 10018 FAX 775)59217 36 Oc > c O O O O O r ., O O / O / O l � l iz Ll Ll N N F DOOR AND WINDOW ELEVATIONS FULL SCALE 0 01 EXTERIOR DOOR ELEVATIONS A-502.00 PROJECT: 204 U .a .J ELECTRICAL LEGEND ID WALL MOUNTED LIGHT FIXTURE -n SWITCHED DUPLEX RECEPTACLE RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY ® WATERPROOF RECESSED LIGHT FIXTURE =Q ,Fi. GROUNDED FAULT RECEPTACLE OUTLET 'E' SURFACE MOUNTED LIGHT FIXTURE .9 QUADRUPLEX RECEPTACLE UNDER CABINET STRIP LIGHT 10 FLOOR RECEPTACLE D INTERCOM IC TELEPHONE/DATA $ SWITCH Q TELEVISION $D DIMMER SWITCH ® EXHAUST FAN % 3-WAY SWITCH pp THERMOSTAT $aD 3—WAY DIMMER SWITCH O SMOKE/CARBON MONOXIDE DETECTOR $mow DOOR OPERATED SWITCH 0 DOORBELL _e DUPLEX RECEPTACLE HE FIXTURE FITTED WITH A LQw.P WATERPROOF DUPLEX RECEPTACLE HIGH—EFFICACY LAMP GENERAL ELECTRICAL NOTES: 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. Z ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT. 3. 56 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. 39 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL AS TO WHICH FIXTURES WILL HOLD cnnnnon.. HIGH-EFFICACY LAMPS. � 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS _ CL PRODMR i .r Ilr�I NOTED AS GFI. ON H it E 'I ILi MASTER II j 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS E __TBATHR0 MIIII II OTHERWISE NOTED. %n. III E FO ER UP p N, III WR FffffpffFff" Ohl i CL CL W LK—IN C�OSET FE I o TO SECOND RDOR C i I E1 i LIVING / F ROOM 'I�I'' E PAN, RY D � DY I MASTER i� REF J BEDROOM HE U p KITCHEN E 7R. I _ i� E OPEN TO �� ABOVE �\ E FIRE PLACE - E DINING ROOM / DECK 1 SC N N y f+ 01 FIRST FLOOR PLAN � O U J rl 0. w ELECTRICAL LEGEND b WALL MOUNTED LIGHT FIXTURE 4� SWITCHED DUPLEX RECEPTACLE } RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY WATERPROOF RECESSED LIGHT FIXTURE -�)c.Ei GROUNDED FAULT RECEPTACLE OUTLET SURFACE MOUNTED LIGHT FIXTURE OUADRUPLEX RECEPTACLE UNDER CABINET STRIP LIGHT � FLOOR RECEPTACLE L7 INTERCOM I'm TELEPHONE/DATA $ SWITCH Q TELEVISION 0 y'1 DIMMER SWITCH $eC EXHAUST 3—WAY SWITCH © THERM STAAN - 30 3—WAY DIMMER SWITCH O SMOKE/CARBON MONOXIDE DETECTOR DOOR OPERATED SWITCH 0 DOORBELL --- --- -- -0 DUPLEX RECEPTACLE _ HE FIXTURE FITTED WITH A ' -- -- - _--- {�w,a. WATERPROOF DUPLEX RECEPTACLE HIGH—EFFICACY LAMP GENERAL ELECTRICAL NOTES: 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT. 3. 54 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. 27 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. PLEASE i ' REFERENCE THE ELECTRICAL PLANS FOR FURTHER ?I - -- H GA I DETAL I C ASTOYWWHICH LAMFIXTURES WILL HOLD ,111111A �-- --� 4. ARC—FAULT TYPE OUTLETS ARE REQUIRED UNLESS I I CL SET WALK—IN 1 .r- BATH 2 NOTED AS GET. pN CLOSET I R ILING I H. 1 r , 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS H= 2" ��\ HE I I i" 1 "� I --1 r OTHERWISE NOTED11 1 . — j 11 E "EH-2 II L _ LAN NO - TO FIRST FLOOR z CLOSET . -- - OPEN TO ! N F--___ - H,-/ � 1L I �J - ---------- BELOW _- — \ z -- z \ / HALL / � I OPEN TO \ an FIE I BCL \ OW PEDRO M 2 PERF \ IIT JANE CRF BEDROOM 1 .ATH 1 ? E zro omen view avenue NIIsland,NY A _CFI —————————— \ z II I+. I II 1 T I KINLIN RUTHE 330 WEST 36TH STPEET, NEW YORK,NEW YORK 1 111 - L ELECTRI 4 OlF SECOND 01 SECOND FLOOR PLAN FULL SCALE PROJECT: 201 U .a a F U W F a PLUMBING NOTES W 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. c 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. RR°"E" 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". REWMED RPNDE 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. 3/+• FEED 10. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES °°R 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK (E) °S RISER—� 02 GAS RISER DIAGRAM I I I I I I #2 #2 T.O. RIDGE Ijl4 V7.R III 4"V.T.R 1 J L- I I I I I I I I I I II I I 1 I I 1 I I I I I I I I I I I B.0. CEILING I BATH 2 BATH 1 1112"1 21 11121 RELOCATED 1112' 21 11121 RELOCATED LAVATORYI I LAVATORY 1 4 RELOCATED 4' I RELOCATED I CIO 'TOILET I CIO TOILET I b NEW TUB I ° RELOCATED TUB SECOND FLOOR F.F. I POWDER ROOM 2" 4° VT MASTER BATH KITCHEN -1 T' 4" 1112" 2— 1 1 Ir 1 5 1 ! r1 —1--- RELOCATED LAVATORY RELOCATED DISHWASHER 111112" 111112' 11112' 1 1112" 1 VT 2'1 1112" 1112"1 NEW LAVATORY I 11112^ 12 RELOCATED_I 1 1 1 RELOCATED SINK RELOCATED LAVATORY TOILET 1C 1 11 C NEW SINK 11 4" C NEW TUB—�1 CIO RELOCATED TOILET 1 RELOCATED3" FIRST FLOOR F.F. SHOWER 4" 1112" 1112" 2" 2" C.O. TO EXISTING SEPTIC k iV �N]y .i H F W y 01 PLUMBING RISER DIAGRAM xrs U O U N 0. F U W F U C Q O LEGEND F a El FOOTING o FOUNDATION WALL x INDICATES LOCATION OF COLUMN INDICATES EXISTING FOUNDATION TO REMAIN NO,PROPOSED WORK -✓ �1N THE SHAPED AREA II I � I 2 _ . I : I • I / I ' , I o� I inilm of I NEW CONCRETE a io POURED SLAB I `I 9'_4" 10'_8,. 9'_4" 12"X24" POURED_ " lO L 10— — CONCRETE FOOTING •• x x x x SEE DETAIL 1 A401.00 — —_ Tj • - -- - --- - - -------- 22'-24 o " m10" POURED NEW 12"X12" NEW 12"X12" CONCRETE WALL CONCRETE FOOTING SEE DETAIL i A401.00 _ _ _ _ CONCRETE FOOTING ci 4'-O" MIN BELOW GRADE L 4'-0" MIN BELOW GRADE 12"X24" POURED 'Z CONCRETE FOOTING 01 FOOTING PLAN a I O J J J GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE )6" DIA. L BOLTS WITH 5' CONCRETE EMBEDMENT, PLACED AT 48" O.C. MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. e 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. 0 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED 000 IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. lv+/ 0 SIMPSON H10 OR H2.5A 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY T AND SHEAR TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS 0 3" O.C. MAX. WITH (3) NAILS MINIMUM EACH BLOCK. 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS oa OF 161) COMMON NAILS 0 3" O.C. MAX. 6. DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. e e HOEDOWNS INSTALLATION NOTES a °e SIMPSON HDU8 1. ALL HOLDOWNS USE W STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. ° 2. ALL ANCHOR BOLTS ARE %" DIAMETER. 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. 5. BOLT HOLES SHALL BE A MINIMUM OF &" TO A MAXIMUM OF k6" LARGER THAN THE BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS ` °'�' OCCUR. 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE FIRST HOLDOWN. 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Ya TO Y, TURN WITH A WRENCH, WITH - CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN NOT TO OVER-TORQUE THE NUT. ..... . : . . .. _. . . _ ,.. ... ._ . . . ,... .. _. .. _ .. 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) - NO PROPOSED WORK IN,THE ,SHADED AREA S PERMIT SET 07.17.13 JANE CRARY HOUSE 270.oe FV,eRHveaue&eaaoh AvanRe F,shar's Island NY PROVIDE SIMPSON HDU8 FOR HOLDOWN INSTALL AS PER CODE REQUIREMENTS I I I I ' (1) 2"X12" LVL RIM JOIST x C3 I (3 (1) 2"X1O" LEDGER o ! o BOLTED TO EXISTING STRUCTURE F �O PROVIDE SIMPSON HDU8 FOR HOEDOWN OF NE`1'1 INSTALL AS PER CODE REQUIREMENTS (2) 2"X12" BEAM (1) 2"X10" (2) 2"X12" LVL RIM JOIST xllll� "' E LVL RIM JOIST X N o_ KINLIN RUTHERFURD ARCHITECTS, PLLC x 330 WEET38TH STREET,SUIS 1006 TEL'(212)6952999 N PROVIDE SIMPSON HDU8 FOR HOLDOWN -- - . ... NEWYORK NEWYORK Toole FAX (776)582 INSTALL AS PER CODE REQUIREMENTS -- - - -- L - L (2) 2"x12" LVL RIM JOIST - -1 (2) 2"X12" LVL RIM JOIST CONCRETE FOOTING BELOW ____ _ - _---- NEW POSTS � __ _ - ,I ON CONCRETE FOOTING (1) 2"X12" LEDGER BOLTED TO PROVIDE SIMPSON HDU8 FOR HOLDOWN_j I^ EXISTING STRUCTURE INSTALL AS PER CODE REQUIREMENTS OA - --- ---- ---- - - J FRAMING PLAN FIRST FLOOR STRINGER TIED TO CONCRETE FOOTING FULL SCALE o 1 FIRST FLOOR FRAMING PLAN S-101.00 PROJECT: 204 U .J .J H GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE fib" DIA. L BOLTS WITH 5' CONCRETE EMBEDMENT, PLACED AT 48" O.C. MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. U 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. 0 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN, n rI� I 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG—TIE AND SHALL BE INSTALLED LEGLIyD IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. �z.. 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY AND SHEAR TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS ® 3" O.C. MAX. WITH (3) NAILS MINIMUM EACH BLOCK. INDICATES EXISTING ROOF TO REMAIN 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS OF 16D COMMON NAILS 0 3" O.C. MAX. 0 6. DIMENSIONAL LUMBER SHALL BE SHE NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. NOTES: 1. INSTALL NEW SIMPSON H10 OR H2.SA FOR HOLDOWN AT ALL CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, AND NEW ROOF AS REQUIRED. HOEDOWNS INSTALLATION NOTES: 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 1. ALL HOLDOWNS USE %" STUD MACHINE BOLTS (HDUB) AND STEEL NYLON LOCKING NUTS. 2. ALL ANCHOR BOLTS ARE %' DIAMETER. 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. 5. BOLT HOLES SHALL BE A MINIMUM OF Ysz" TO A MAXIMUM OF Xe" LARGER THAN THE BOLT DIAMETER (PER 1997 NDS, SECTION 8,1.2.1). 2"X8" RAKE FRAMING 2"X8" RAKE FRAMING 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS 16" O,C, 16" O,C, REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR. B. WHERE TWO HOEDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE FIRST HOLDOWN. 9. ANCHOR BOLT NUTS SHOULD BE FINGER—TIGHT PLUS Ya TOY TURN WITH A WRENCH, WITH r-----"-------------- — -- -- -- — — — — - -v--^— _ __ _ _ _ _ ._.,....I CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN I , 2"X12" ROOF RIDGE NOT TO OVER—TORQUE THE NUT. I 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) 1 "X12" ROOF RAFTER 'X12 ROOF RAFTER 2"X12" ROOF RAFTERS 1 ® 160.C. f I I I I 1 I NO PROPOSED WORK (2) 2"X12" ROOF RIDGE �IN THE SHADED AREA I I I I ..... _ —_ --__._ _. . .._...... ... __........_... _ ... .._.... I TIE NEW ROOF INTO EXISTING I I � I w I � I � 0 1 EXISTING CHIMNEY TO REMAIN----_.. "- o � I III V N I X I N I U Q U K w0 U U O � O O X N N � CG � K K � L� 1i (2) 2"X12" ROOF RIDGE---"Z IDGE 0 0 0 U N cV i O � N N N X N N m ANN] �-I O F LL] ri J O 1 ROOF FRAMING PLAN 7 a 0