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S1.1 S1.2 <br />l� n9 no in,12 13 14 15 <br />l 8 <br />a __4 <br />732'-0" <br />T alz <br />, -J <br />54'-0" <br />54'-0" <br />42'-0" <br />� i <br />w <br />NP. <br />S2.1 <br />Sa.1 0 V Q <br />z <br />00 <br />o <br />O <br />, <br />- <br />- - - - - - - <br />25 28 <br />27 28 <br />15 18 <br />17 18 <br />19 PERIMEETER 20 <br />21 22 <br />23 24 <br />1- 06 CONTINUOUS EACH SIDE <br />NOTE: <br />AT SHADED AREAS OF <br />2g <br />SLAB, REINF. W/ #4 @ 18"oc <br />EACH WAY MID -DEPTH <br />.. <br />F6.0� <br />- <br />NP. <br />#6 CONTINUOUS EACH SIDE <br />PS22- <br />1� <br />I <br />I I <br />� _ _ _ _ _ - <br />_ _ _ _ _ - <br />F7.5 <br />F7.5 L <br />LJ <br />-I <br />F7.5 <br />F9.0 <br />F9.0 <br />F6� <br />31 <br />D <br />I <br />�i3eF7.5 <br />'> <br />TYPICAL <br />s2 z <br />I <br />EQUALLY SPACE SHRINKAGE <br />1 <br />1 <br />GRID <br />NINTS O 13'-Bi MAX EACH WAV, NP. <br />I <br />4'-0" GRADE BEAM <br />11 F7.5 <br />-'� <br />r <br />FRAME PER (4 BAYS) <br />PER SHEET 53.3 r <br />r <br />�5. J�? <br />O" <br />0' P. <br />LJ <br />_71 <br />I- <br />- LJ <br />1 <br />L <br />J <br />I <br />LJ <br />S.J. <br />LJ <br />- - L <br />J <br />2 <br />F5.5I <br />F7.5 <br />F7.5 <br />F7.5 <br />,F7.5 <br />I <br />F7.5 <br />F7.5 <br />F7.5 <br />6 3/4" CONCRETE SLAB ON GRADE OVER <br />I <br />#4 @ 10"oc EACH WAY @ I <br />SLAB MID -DEPTH IN I <br />I <br />11 <br />S.J. <br />33 <br />3'-6" CONT. <br />NP. @GRID 15 <br />SUB -BASE PREPARED PER SOILS <br />TOP OF SLAB IS @ REF. DATUM <br />ELEVATION 0'-0" U.N.O. SITE <br />25'-0" WIDEx130'-0" 1 <br />STRIP CENTERED ON GRID 1 <br />/ 1 41 <br />1 <br />N <br />V1 <br />S.J. <br />0 <br />0REPORT. <br />_ <br />, <br />ELEVATION PER CIVIL ENGINEER. <br />I <br />L <br />N <br />ADD SLAB REINFORCING AS FOLLOWS: <br />OPTION 1: #4 @ 18"oc EACH WAY @ <br />1 F7.5 <br />(-1'-6") <br />- <br />4 TYR <br />S2.1 <br />SLAB MID -DEPTH. <br />OPTION 2: #4 @ 24"oc EACH WAY @ <br />SLAB MID -DEPTH. <br />I <br />1 <br />52.2 I <br />,J( <br />TI <br />S.J.+�+ <br />34 <br />� <br />G <br />S.J. <br />LF,71,J <br />L <br />J L. <br />I `� <br />I L <br />J L <br />J - L <br />J <br />F5.5� <br />D <br />F7.5 <br />F7.5 <br />F7.5 L <br />J <br />F7.5 <br />F7.5 <br />F7.5 <br />F13.5 <br />52.2 <br />NP. <br />52.1 b <br />I <br />36 <br />I <br />J53 <br />52 51 <br />50 PERIMETER 49 <br />48 47 <br />^�y^�y6 <br />yEP FTG. <br />--- <br />--- <br />--- --- <br />- - - - - - - - <br />-- --- -- <br />------- <br />- - - - - _ - - - - <br />---------------------------- <br />- - - - - - -- - <br />-- � <br />----- <br />--- - <br />- <br />E <br />Cl w <br />I 43 <br />F5.5 <br />O <br />i <br />z0 0 52.1 <br />S2.1 <br />CONT. 42 <br />z <br />w O N <br />O <br />FTG. <br />5�+� <br />PARTIAL <br />FOUNDATION PLAN <br />CJ <br />6" CONCRETE SLAB <br />REINF. PER <br />r <br />E • <br />IS AT DATUM ELEVATION 0'-0" (U.N.O.) <br />I <br />41 38 <br />F5.0 <br />i <br />BUILDING SLAB <br />ALTERNATE TO <br />NOTES: <br />1.) TOP OF SLAB ON GRADE <br />1/16" = V-0" <br />I I 5 0 r <br />I <br />- <br />REBAR PROVIDE <br />FIBER MESH <br />2.) TOP OF FOOTING EL <br />3.) CENTER FOOTINGS 0NI� <br />TONSINDICATED THUS: ('- "). <br />WALLS OR COLUMNS, (U.N.O.) <br />_ <br />O ° <br />I I a ° ri <br />I <br />I <br />40 39 <br />w g _ <br />b <br />4.) SEE DWG. 52.1 FOR FOTING <br />SCHEDULE. <br />3'-0" <br />t°i N <br />5.) SEE DWG. S0.1 FOR G <br />8.) SEE DWG. S4.X FOR W <br />NE NOTES. <br />LL ELEVATION$. <br />I I CONT. _, <br />FTG. N i <br />J <br />- <br />L - <br />- - -- <br />F <br />(-5-0") (4-0„) <br />Fs'-0") <br />4 I <br />52.2 I <br />2T-0" 2T-0" I <br />a <br />M o <br />42'_0" <br />54'-0" <br />54'-0" <br />54'-0" <br />54'-0" <br />54'-0" <br />732'-0" <br />I I <br />S 1.1 S 1.2 <br />U <br />i , <br />I? U U 13 13. 14 15 <br />S11 S_1_.2 <br />z <br />w <br />0 <br />t U <br />M z <br />O � <br />r <br />U wa ur <br />� o <br />w O <br />r � 2 <br />C 00 <br />W a m" <br />z <br />2 <br />WO o <br />a z �4 d <br />d v <br />A <br />p �4� <br />J ' <br />c' <br />n <br />. . m <br />z Li <br />�w <br />°d <br />Z.LLg <br />Lu ��c <br />W ma <br />(h <br />O <br />(V <br />03 <br />O' <br />O L � <br />� � 3 <br />Co Q�U <br />Is/ N <br />U N <br />Q •c7-j)CO <br />VL0 <br />CL V) CoO N <br />co Q N <br />W N <br />Q N <br />N <br />Q C0 <br />U ° <br />0 <br />U] �n N <br />rrtn1 uJ N <br />uJ 07 <br />� 3 <br />Li <br />J <br />�1/ r <br />LL Q <br />W W uI <br />J <br />z <br />W w <br />_J - r <br />Lo <br />z I� <br />O W ❑ <br />Q U o� <br />z < a <br />J <br />5 Q ❑ <br />Q Q m <br />sheet <br />Q <br />S1.2 <br />tl <br />