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6830 Gall Blvd (2)
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6830 Gall Blvd (2)
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Last modified
3/21/2025 8:16:03 AM
Creation date
2/25/2025 9:47:08 AM
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Building Plans
Street #
6830
Location
Gall Blvd
Contractor
Wallace Associates
Building Plans - Permit #
15513
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20 GA. STEEL CHANNEL <br />FASTEN TO STRUCTURE <br />ABOVE <br />3 5/8" 25 GA. <br />GALV. STEEL <br />STUDS AT 6'-0" <br />O.C. <br />TO BE USED AT CONTRACTOR'S <br />1 1/2° <br />OPTION AT ANY CONTROL <br />JOINT LOCATION <br />a a 4 <br />FIRE BLOCKING AS PER FBC 'ill <br />1'-0" I'-0" <br />LAY -IN ACOUSTICAL OR <br />GYPSUM BOARD CEILING. <br />. APPLIED <br />5/8" x 48" WIDE G.W.B.CALE: <br />HORIZONTALLY OR VERTICALLY, <br />CORNER JOINTS OVER STUDS, <br />Is <br />�S _ JOINT <br />I-I/2„ 1 �_0�� TION <br />STAGGER 16" O.C. OPPOSITE SIDES. <br />ATTACH TO STUDS AND RUNNERS <br />WITH I" LONG TYPE 'IS" SCREWS AT <br />THE JOINTS 4 RUNNER CHANNELS <br />1/2" TO 3/4" FROM EDGES OF G.WB. <br />SCREWS SHALL BE SPACED 8" O.C. <br />ALONG EDGES OF BOARD AND 12" <br />O.G. IN THE FIELD, COVER JOINTS <br />WITH TAPE AND JOINT COMPOUND <br />PER GA - UP - 1200. INCREASE <br />METAL STUD THICKNESS AS <br />REQUIRED FOR PLUMBING AND <br />ELECTRICAL. <br />FIRE BLOCKING AS PER FBC 111 <br />3 5/8" OR 6" (SEE FLOOR PLAN) <br />GALV. STEEL STUDS AT 16" O.C, 20 <br />GA.STUDS AT WALL MOUNTED <br />3 <br />EQUIPMENT <br />R-11 BLANKET INSULATION AT <br />SOUND PROOF PARTITIONS ONLY. <br />C---------------- <br />I <br />25 GA. GALV. STEEL CHANNEL <br />12 I li Ib <br />FASTEN TO SLAB AT 24" O.C. <br />I g/A4a <br />I <br />FLOOR SLAB 108 <br />CLOW <br />10� <br />101 INTERIOR WALL PARTITION I <br />CABINET IN NON RATED WALL <br />MODEL NO. 102712 AS MANUFACTURED BY J L. <br />INDUSTRIES. <br />CABINET IN RATED WALL <br />MODEL NO. 1021F12 FX AS MANUFACTURED BY J.L. <br />INDUSTRIES AT 6" WALLS <br />MODEL NO. 1022F12 FX AS MANUFACTURED BY J.L. <br />INDUSTRIES At 4" WALLS <br />L JL J <br />66 3i 3i li I6 <br />/\ <br />9/A4a <br />ii <br />3/A4a <br />OE v <br />4 A4a v <br />1lECEf''fION , Q <br />T o 104 <br />_- r���I 29 <br />1�. <br />hl <br />'/ i TOILET\\ J; 6/A4a 14 <br />J <br />O <br />L------- — <br />� I <br />24 <br />I I° <br />C_ --_3---- — — _—_— C-- --3 <br />I/A4a <br />GYPSUM <br />WALLBOARD <br />PER WALL TYPE <br />FIRE <br />EXTINGUISHER <br />SEE SPECS. — <br />4" METAL STUDS <br />AT 16" O.G. <br />22 I"ITWA <br />� 101 <br />D <br />® Q <br />2 11 `--( 3 <br />3/16" SAW -CUT JOINT 1" CUT AS SOON <br />FILL JOINT WITH AS POSSIBLE AFTER TROWELLING <br />LIQUID SEALER <br />WWF <br />13 <br />d <br />13 � <br />a d <br />CUT EVERY OTHER <br />WIRE AT JOINT <br />NOTES: <br />I: CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST <br />BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). <br />2: HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT <br />REACH. <br />�I CONTROL JOINT <br />SCALE: 1-1/2" = 1'-0" <br />e e <br />16 ib I6 16 <br />EXAM EXAM Owl EXAM � DC� <br />112 113 114 115 111110 <br />10/A4b <br />10/A4b <br />II/A4b <br />r <br />v v <br />II <br />I'll <br />tl II It 11 <br />FLOOR SLAB <br />OSIRE EXTW-4JI3"L_IER (DI FLOOR PLAN <br />SCALE: 1 1/2" ■ I'-0" SCALE: 3/11" ■ 1'-0" <br />8 <br />0 <br />41 <br />125 <br />EXAM <br />128 <br />J <br />�' <br />7 <br />GE. , NOTES <br />I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.ON- <br />2. ALL NEW ".B. TO BE LEVEL FOUR (4) FINISH. <br />3. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION AND <br />ASSIST EQUIPMENT VENDOR WITH ALL OFFICE EQUIP. "BY OWNER". <br />4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS <br />DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS <br />S. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK <br />6. PROVIDE 5/8" G.W$. OVER Ix3 FURRING STRIPS OVER I" RIGID <br />INSULATION ON INSIDE OF EXISTING CMU WALLS (TYPJ EXTEND <br />INSULATION TO UNDERSIDE OF ROOF DECK. <br />1. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS <br />REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. <br />S. GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING <br />STRUCTURAL ELEMENTS. <br />9. PROVIDE 4" THICK 3000 PSI CONCRETE SLAB WITH b x 6 - WIA x <br />WI.4 WWM PLACED AT I" MAX. FROM TOP OF SLAB AND SUPPORTED <br />WITH CHAIRS AT SPACING NOT TO EXCEED V-0" ON 6 MIL VAPOR <br />BARRIER OVER CLEAN, COMPACTED TERMITE TREATED FILL. <br />CONTROL JOINT SPaACING NOT TO EXCEED 10'-0" CENTER ON SEE <br />DETAILS "A" AND "V", THIS SHEET, <br />10, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION- <br />11. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. <br />12. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. <br />13 SEE TYPICAL MANEUVERING CLEARANCES AT DOORWAYS <br />WALL LEGEND <br />J EXISTING DOOR SYSTEM <br />® EXISTING WINDOW SYSTEM <br />EXISTING MASONRY WALL SYSTEM WITH NEW WALL <br />FINISH - SEE GENERAL NOTE <br />4" <br />C DOOR SYSTEM - REFER TO DOOR SCHEDULE <br />O <br />® WINDOW SYSTEM -REFER TO WINDOW SCHEDULE <br />METAL STUD PARTITION - REFER TO TYPICAL NON -RATE <br />WALL PARTITION DETAIL "C", THIS SHEET. <br />METAL STUD SOUND INSULATED PARTITION - REFER TO <br />TYPICAL NON -RATED WALL PARTITION DETAIL "C", THIS <br />SHEET. <br />■ ■ NEW CMU WALL INFILL - SEE DETAIL 5/01. <br />DETAIL 2/Alb. KEYED NOTES <br />I <br />I <br />I <br />I <br />I6 <br />66 <br />Il 12/A4a <br />III <br />16 <br />I <br />I <br />2/A4b <br />11 <br />I <br />I <br />I <br />--J <br />I ni <br />I II I <br />I III <br />I II I <br />--------- <br />— <br />L---JU <br />11 it 11 <br />10 <br />4/A4b <br />118 <br />o <br />I <br />I <br />I <br />I <br />01 <br />=u <br />12 <br />9 • <br />0 <br />EXISTING STOREFRONT DOOR SYSTEM. <br />0 <br />EXISTING STOREFRONT WINDOW SYSTEM. <br />O3 <br />EXISTING MASONRY WALL SYSTEM. <br />O4 <br />EXISTING CONCRETE SIDEWALK <br />OEXISTING <br />CONCRETE CURB. <br />O <br />EXISTING CONCRETE PAD. <br />ONEW <br />CONCRETE HANDICAP RAMP - SEE ARCHITECTURAL EXISTING <br />SITE PLAN. <br />08 <br />EXISTING HANDICAP LOADING ZONE. <br />�9EXISTING <br />HANDICAP PARKING SPACE. <br />10 <br />EXISTING STANDARD PARKING SPACE. <br />3 <br />11 <br />EXISTING WHEEL STOP. <br />42 <br />12 <br />EXISTING LANDSCAPE AREA. <br />O <br />13 <br />EXISTING ELECTRICAL SERVICE / METER - SEE ELECTRICAL <br />DRAWINGS. <br />14 <br />42" HIGH COUNTER - SEE INTERIOR ELEVATIONS. <br />42 <br />15 <br />36" HIGH WRITING COUNTER - SEE INTERIOR ELEVATIONS. <br />3 <br />16 <br />BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS. <br />GWALL <br />MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. <br />42 <br />18 <br />STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. <br />19 <br />PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS. <br />O <br />20 <br />SCALE - BY OWNER <br />G21 <br />HI-LO DRINKING FOUNTAINS - SEE PLUMBING DRAWINGS. <br />WI-L0 DRINKING <br />42 <br />22 <br />WALL MOUNTED T.V. BY TENANT PROVIDE WALL BLOCKING AS <br />REQUIRED - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. <br />3 <br />VERIFY FINAL LOCATION AND SIZE WITH OWNER <br />23 <br />REFRIGERATOR - BY OWNER <br />42 <br />24 <br />6" WALL SYSTEM <br />25 <br />SPECIMEN PASS-THRU CABNET - SEE DETAIL A/AIC. <br />O26 <br />LIGHTING CONTROL PANEL - SEE ELECTRICAL DRAWINGS. <br />1i <br />FIRE EXTINGUISHER CABINET - SEE DETAIL "D", THIS SHEET. <br />28 <br />WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS. <br />42 <br />29 <br />COPIER BY OWNER <br />3 <br />® <br />5'-0" HIGH LOW WALL - SEE INTERIOR ELEVATIONS. <br />42 <br />31 <br />CUBICLE CURTAIN AND TRACK - SEE FINISH SCHEDULE. <br />32 <br />UNDER COUNTER REFRIGERATOR - BY OWNER <br />O33 <br />A <br />ALUMINUM SLIDING WINDOW SYSTEM - SEE INTERIOR ELEVATIONS. <br />34 <br />G <br />ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS. <br />35 <br />FLOOR SINK - SEE PLUMBING DRAWINGS. <br />42 <br />36 <br />WATER HEATER ON SHELF - SEE PLUMBING DRAWINGS. <br />MOUNT AT I'-0" A.F.F. <br />3i <br />OFFICE EQUIPMENT BY OWNER <br />OFIXED <br />SHELVING - SEE CABINET DETAIL 6/Abb. <br />39 <br />8" CMU INFILL TO MATCH EXISTWs WALL CONSTRUCTION. FINISH <br />3 <br />EXTERIOR TO MATCH AND ALIGN WITH EXISTING ADJACENT FNISI$S. <br />SEE DETAILS ON SHEET DL <br />® <br />1-1/2" DIAMETER GRAB BAR VERIFY LOCATION WITH OWNER <br />41 <br />EXISTING STOREFRONT WINDOW SYSTEM. PROVIDE BLACKENING <br />FILM ON INSIDE OF EXISTING WINDOW. <br />42 <br />PROVIDE NEW CONCRETE FILLED CELLS ON EACH SIDE OF NEW <br />OPENING - SEE DETAILS ON SHEET DI. <br />43 <br />PROVIDE Ib" HIGH CMU KNEE WALL INFILL TO MATCH EXISTING <br />JO <br />WINDOW SILL HEIGHT - SEE INFILL DETAILS ON SHEET DI. <br />OUTLINE OF KNEE WALL BELOW. <br />45 <br />WOOD CASED OPENING - SEE DETAIL 7/A2. <br />OTILED <br />SHOWER STALL. RECESS CONCRETE SLAB AS REQUIRED. <br />4l <br />EXISTING H/C PARKING SIGN. <br />OPROVIDE <br />FRP WALL FINISH FROM TOP OF SINK TO 4'-0" APP. <br />ENTIRE LIMIT OF THE SINK. <br />49 <br />PROVIDE DUROCK CEMENT BOARD AT SHOWER LOCATION AS <br />REQUIRED. <br />® <br />PROVIDE AUTO CLOSER THIS DOOR <br />51 <br />PROVIDE GARBAGE DISPOSAL - SEE PLUMBING DRAWINGS. <br />REVISIONS <br />BY <br />U � � <br />Q 0 <br />o 8r- E <br />4: � - 8 <br />CV <br />Y <br />O <br />.2U% <br />I QE``' <br />Q _m o <br />>. 3 <br />3 <br />4-� <br />U a a� <br />0. <br />N <br />th <br />i <br />Q <br />N <br />N <br />> o 0 <br />� `- Q <br />v ci <br />U <br />W <br />O <br />'-7 <br />U <br />Z <br />Li <br />w <br />J <br />Z <br />� o <br />V <br />rn, <br />o U_ <br />c c ,n <br />°mM <br />}JO <br />W <br />-°p V <br />—� <br />°D 0 <br />m <br />mWJ <br />-h <br />Q <br />00t <br />o Z <br />_v <br />�. <br />tQ��00a <br />C 0 <br />� <br />ttoN <br />�Z <br />a <br />� <br />o <br />IV <br />J <br />L_ <br />Date: 05. <br />12. 14 <br />Scale: AS <br />NOTED <br />Project Mgr. MY <br />Drawn: JDS <br />Job: 14-20 <br />Sheet <br />Ala <br />H:\Proj ects\Proj ects 2014\14020 - F 4C Gall Blvd. Int. Medicine\04-CD\01-CD.A\04-Architecwral\A01 a-FLPL.dwg, 5/12/2014 2:41:26 PM, JSimon, Xerox 6604 PS.pc3 <br />
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