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6 <br />I <br />SEE SHEET A3 FOR <br />CONTINUATION OF REMOTE <br />TELLER DRIVE THRU <br />0 <br />I <br />am <br />4" REINFORCED CONC. <br />PAD 6" LARGER THAN <br />CONDENSING UNIT <br />�IN N <br />"i <br />N <br />0 <br />Lcoo <br />o a � o <br />I <br />cV <br />I I <br />N N <br />00 <br />0 <br />I <br />N <br />00 <br />I <br />» <br />00 <br />N <br />00 <br />I <br />0 <br />I <br />CV <br />00 <br />I <br />r� <br />F2 <br />I. <br />CU-2 <br />�t <br />4'-4" <br />P2 <br />F5IMF61 <br />I <br />I <br />I <br />13 4" SLOPEIMF <br />F6 1 .5" MAX <br />I <br />I <br />I <br />F5 F61 <br />P2 <br />I <br />I <br />CENTER OF FILLED CELL I <br />TYPICAL <br />I. <br />L_ <br />REMOTE TELLER WITH — <br />OVERHEAD SENDING UNIT <br />(SEE MFR DETAILS) <br />I <br />1 P3 <br />! IP3 <br />I 1 <br />1'-10" 2'-2" A3 <br />10 <br />" <br />cc <br />lz— <br />_I <br />N <br />4'-0" <br />32'-5" <br />55'-14" <br />L____� <br />EDGE OF BRICK BELOW 1 -4 FOOTING BELOW <br />10 CORNER PIER <br />16'-9" <br />e. <br />A13 <br />I <br />12 3'-4" 3'-10" 4'-0" 3'-11" <br />4'-0" 4'-0" <br />2'-7" <br />4'-4" <br />4'-O" <br />4'-0" t 4'-0" ol 4'-0" <br />4'-O" 4'-0" <br />4'-0" <br />4'-0" 4'-0" 4'-0" 4'-8" '-4" 8" 4'-8" 3'-8" <br />--- <br />-- <br />—�-- <br />— — — ---- <br />------- <br />----- <br />—. <br />10 <br />10 <br />10 <br />z--- <br />--� <br />L— <br />---- <br />-------� <br />L— <br />--- <br />— — <br />---- <br />— — — — — <br />— — — — <br />— <br />— — — <br />— — — — <br />— <br />— — — — <br />— <br />— — — <br />— — — — — <br />— — — — <br />— — — — — <br />- — — — — <br />— — — — <br />r-------, � <br />F1 <br />- <br />-_______I, <br />I I <br />F1 <br />�_ _ _ _r _- _- _- — ,_ _ _ _ _ _ _ ----� <br />--zF-2 <br />-s-----»9-0 <br />.... .. <br />s'—o" <br />CENTER OF FTG F4 <br />�/ <br />I <br />:.. ... <br />I <br />1 <br />AHU-1 <br />�— — — — <br />AHU-2 <br />e <br />— J L -- — — � � CENTER OF FTG F2 I <br />_ <br />:. <br />I <br />1 <br />1 <br />r <br />rr �� <br />8" CONCRETE BLOCK AND 4" <br />COMPOSIT <br />ELEC. PANELS <br />o <br />is <br />I <br />I <br />LAV LAV <br />ID I SINK <br />CONCRETE BLOCK STEM <br />:... <br />_. ... :...<. <br />I <br />�L J� <br />WALLIlk <br />_H <br />(-0� <br />cJF12 <br />I' <br />cJ <br />L_J <br />5 <br />I. <br />I 5 <br />I UTILITY SINK A3 <br />_ <br />:. ... <br />A3 <br />1 <br />:. ;.. <br />1 EMBEDDED STEEL PLATE <br />4" SCH 40 PVC UNDERSLAB <br />1 <br />1: <br />:...........:..: <br />I (SEE <br />DETAIL) <br />» <br />9 -2 <br />CONDUIT FOR REFRIGERANT LINES <br />:. ,....... _ <br />1 (COORDINATE WITH HVAC <br />" <br />— <br />— — — — — — — — <br />CONTACTOR) <br />1-1� � ELECT <br />1 F1 <br />SATER <br />-AL <br />1 <br />1 36'-11" <br />8'-6" <br />41'-3" <br />9'-10" <br />I <br />1 <br />16'-5" L 7'-6" <br />8" CONCRETE BLOCK AND 4" CONTROL JOINT 1/4-WIDE x 3/4" DEEP <br />REINFORCED THICKENED VAULT FLOOR <br />F 1 <br />CONCRETE BLOCK COMPOSIT STEM <br />(SEE DETAIL) <br />WALL <br />M <br />=I <br />of <br />of <br />to <br />IS <br />EL. 93.0' <br />FINISH FLOOR <br />CJ <br />CJ <br />Sl <br />s <br />l o <br />IQ <br />Co <br />4' CONC. PORTICO SLAB (3,000 PSI) <br />/4' CONC. SLAB (3,000 PSI) WITH <br />4' CONC. PORTICO SLAB (3,000 PSI) I W <br />= I WITH 64/1.41.4 W.W.F. OVER 6 MIL <br />6x6/1.40.4 W.W.F. OVER 6 MIL VAPOR <br />;� <br />WITH 6x6/1.41.4 W.W.F. OVER 6 MIL <br />VAPOR BARRIER ON TERMITE TREATED <br />BARRIER ON TERMITE TREATED CLEAN <br />I <br />VAPOR BARRIER ON TERMITE TREATED <br />CLEAN COMPACTED FILL <br />COMPACTED FILL <br />/// <br />CLEAN COMPACTED FILL <br />I <br />1 7'-6" 16'-5" <br />40'-2" <br />1 <br />16'-5" 7'-6" <br />cJ <br />ci1 <br />1 F1 <br />I <br />1 1#5 DOWEL (TYPICAL WHERE SHOWN) <br />1#5 DOWEL (TYPICAL WHERE SHOWN) <br />CONCRETE FOOTING (SEE SCHEDULE) <br />I <br />COMBINATION COMMUNICATION/POWER <br />FLOOR BOX (SEE ELECTRICAL PLANS) <br />F 1 <br />23'-10" <br />CJ <br />40'-4" <br />CJ <br />I <br />I <br />16'-5" 7'-5" <br />4' CONC. PORTICO SLAB (3,000 PSI) <br />WITH 66/1.40.4 W.W.F. OVER 6 MIL <br />VAPOR BARRIER ON TERMITE TREATED <br />CRETE BLOCK AND 4" <br />CLEAN COMPACTED FILL <br />9'-0" CONCRNETE BLOCK COMPOSIT <br />s'—o" <br />CENTER OF FTG F2 WALL <br />F2 F 1 <br />» <br />45 <br />SHO <br />`C <br />'ol CENTER OF FTG F2 <br />F 1 F2 1 <br />L-L <br />DEGREES WN E EE N <br />--------- --------------------- <br />---- <br />--------- <br />Fl <br />- --------- <br />- - - ----- __ ---- ----- ----- <br />- - - - - <br />--------------F----- <br />THRESHOLD (COORDINATE WITH DOOR MFG) <br />— — — — — — — — — — — — — — — — — — — — — — — <br />3'-0" 4'-8" 3'-4" 4'-8" 3'-4" 4'-8" 4'-0" <br />— — — — <br />4'-4" 112" 3'-4" -2 12" <br />— — — — — — — — — — — — — — — <br />o .5" MAX. ' 2 3'-4" 12r <br />4'-4" 4'-0' 4'-8" 3'-4" 4'-8" 3'-4" 4'-8" 3'-0" <br />F6 <br />it-12" <br />F6 <br />le le If <br />4 <br />I 6'-6" <br />a 11'-O" <br />61-6" I <br />'21T P1 P1 <br />P1 P1 <br />CONSTRUCTION NOTE: ALL DIMENSIONS ARE TO THE FACE OR EDGE OF <br />�------ I <br />L <br />— — — — — — _ — — — — — — — <br />�-----J <br />J ® <br />1 FOUNDATION PLAN <br />BLOCK WALLS AND OPENINGS (EXCLUDING BRICK), OR TO THE FACE OR <br />EDGE OF METAL (WOOD) STUDS UNLESS OTHERWISE NOTED. <br />4„ F 7 <br />F6 <br />F 7 <br />�4" <br />32'-O" <br />24'-O" <br />32'-0' <br />88,-0" <br />c <br />J <br />,,:.:'.,..:Y::.:;:.y:.;:".,:: #5 REBAR EACH WAY <br />(SEE SCHEDULE) <br />2'-0" <br />FOOTING F5, F7 <br />11 PORTICO FTG COL <br />If ,. LL M4 <br />ALL RIGHTS RESMW <br />OM k ASSOCIATES AROH OS©2M COPYRN,Hf <br />REVISIONS <br />1 <br />8-13-08 <br />� <br />N <br />Ln <br />cx <br />O <br />H <br />W <br />H <br />E <br />W <br />W <br />O <br />N <br />E� <br />o <br />0 <br />W rn <br />I <br />rn <br />I <br />od <br />To <br />00 <br />L0 <br />n <br />W "' <br />J <br />�..� ::D <br />J <br />. <br />rO <br />cn <br />z <br />z <br />Q <br />U <br />c' W <br />z <br />W <br />a <br />N <br />O <br />DATE. <br />5/30/08 <br />SCALE: <br />AS NOTED <br />JOB NO.: <br />27013 <br />SHEET: <br />A 2 <br />OF <br />22 <br />SHEETS <br />