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im <br />E <br />E.5 <br />F <br />S1.1 S1.2 <br />n n n n r5 n n i- - <br />Q�9 <br />732'-0" J <br />54'-0" <br />54'-0„ <br />f4,_0„ <br />54,-0„ <br />Oo <br />U� <br />5 NP. <br />52.1 52.1 <br />TYP. <br />52.1 O ¢ o <br />O v <br />52.1 <br />a, <br />_ <br />=----- <br />-�---�---- <br />v <br />- <br />----------- <br />_-r- <br />---- ----- <br />-- -t- <br />--- <br />- - - - - - - - - - <br />------------ -- -L <br />Q <br />Q <br />Q8 <br />�7 S PERIMETERLA <br />1-96 CONTINUOUS EACH SIDE <br />NOTAT SSLA <br />EAC <br />3STVP. <br />79 <br />2-#6 CONTINUOUS EACH SIDE <br />i <br />d <br />r <br />r <br />--------� <br />�-� <br />�� <br />- - <br />I <br />-. - - - <br />- - - - -L�-- <br />- - - -- <br />-I <br />F6. 5 <br />L <br />78 <br />J L <br />F9.0 <br />J L <br />F9.0 <br />I- I <br />J <br />F7.5 L <br />I L <br />J <br />TYPICAL <br />'� <br />F7.5 <br />F7.5 <br />F7.5 <br />, <br />S2.2 I <br />I <br />I <br />I <br />/I <br />EQUALLY SPACE SHRINKAGE <br />JOINTS BETWEEN GRID LINES, <br />77 <br />U.N.O. 13'-0" MAX. EACH WAY, NP. <br />I <br />I <br />I I <br />0 <br />� p- <br />2' <br />J' 4'-0"GRADE BEAM I <br />F7.5 I <br />3 <br />'F5.5 <br />L <br />J L <br />S.J. <br />J L <br />J I- <br />FRAME PER (4 BAYS) <br />I- <br />PER SHEET S3.3 __ <br />L-----L{}�--- <br />I- <br />JJ <br />I- <br />J L <br />J <br />3'-13" CONT. <br />F7.5 <br />F7.5 <br />S.J. <br />F7.5 1 <br />,1I F7.5 <br />LI <br />F7.5 <br />F7.5 <br />F7.5 <br />78 <br />NP. 0 GRID 1 <br />y <br />cd <br />vi <br />i <br />vi <br />-7 <br />y <br />I <br />i <br />K <br />#4 @10"oc EACH WAV I <br />SLAB MID -DEPTH " <br />25'-0" WIDEx130'-0I I/ <br />n 8 3/4" CONCRETE SLAB ON GRADE <br />I SUB -BASE PREPARED PER SOILS <br />Q VER <br />J <br />S J <br />STRIP CENTERED ON GRID 1 <br />REPORT. TOP OF SLAB IS @ REF. DATUM <br />ELEVATION 0'-0" U.N.O. SITE <br />1 <br />ELEVATION PER CIVIL ENGINEER. <br />i <br />S.J. <br />I <br />ADD SLAB REINFORCING AS FOLLO <br />OPTION 1: #4 @ 18"oc EACH WAY <br />�� F7.5 SLAB MID -DEPTH. <br />: <br />' <br />OPTION 2: #4 @ 24"oc EACH WAY <br />- <br />J5' <br />JeC? <br />4- --- - I-S.J._ <br />r <br />S2 2 <br />r <br />I SLAB MID -DEPTH. <br />r <br />r <br />_ _ _ _ I <br />LJ <br />r <br />-_ _ _L,JL�� <br />VF5�5 <br />F7.5 <br />F7.5 <br />F7.5 L <br />FJ <br />F13.5 <br />F7.5 <br />F7.5 <br />F7.5 <br />I <br />74 <br />, <br />§ <br />(, 8 ) <br />2 <br />32:2 <br />NP <br />i <br />§ <br />s2.1 <br />73 <br />I <br />0+ <br />^O�� 65 <br />5 2 <br />83 <br />62 PC-S RIMETER 61 <br />80 59 <br />58 57 <br />56 55 <br />) <br />STEP FTG. <br />1 <br />- - - - - - - - - - <br />--- --- --- - <br />- - - - - - <br />- <br />--- --- <br />- <br />r- <br />O� <br />- - - - <br />-- <br />= _ .. <br />F5.5 <br />72 <br />-- <br />F6.5 68 I <br />- <br />--- <br />W <br />-------- <br />(-5,-0„) <br />2j <br />N <br />7� <br />I <br />ro+e� <br />3 <br />I 0" <br />87 I FTOG T' <br />NP. <br />52.1 <br />1 TYP. o <br />52.1 0 <br />- <br />w <br />w <br />o <br />-- _- <br />r- (-5'-0"� <br />C) I I <br />ri <br />a <br />6"CONCRETE SLAB <br />REINF. PER <br />BUILDING SLAB <br />ALTERNATE TO <br />PARTI, <br />1 NOTES: I <br />1.) TOP OF SLAB QN <br />L FOUNDATION <br />FLAN <br />1/16"=1'-0" <br />- <br />F5.0 <br />71--- 68 <br />GRADE IS AT DATUM ELEVATION 0'-0" , (U.N.O.) <br />4 <br />�+ <br />w O <br />70 69 <br />I <br />a O <br />I <br />3'-0" I <br />REBAR PROVIDE <br />FIBER MESH <br />2.) TOP OF F00TI <br />3.) CENTER F00T <br />G ELEVATIONS INDICATED THUS: <br />NGS ON WALLS OR COLUMNS, (U.N.O.) <br />I <br />I I <br />4.) SEE DWG. S2.1 <br />FOR FOOTING SCHEDULE. <br />_t")(- <br />o <br />L - <br />CONT. <br />FTC'. <br />5J SEE DWG. S0.1 <br />6.) SEE DWG. $4.1 <br />FOR GENERAL NOTES. <br />FOR WALL ELEVATIONS. <br />(-3_0") (-5'I <br />L--4-------- <br />----------------------- <br />54,_0„ <br />54'-0„ <br />S4, 0„ <br />54, 0" <br />I <br />42'-0„ 1 <br />sz.z <br />27'-0„ 27,-0„ <br />I <br />S1.1 S1.2 <br />732'-0" <br />U' <br />1_0 KEY PLAN <br />