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- I <br /> 6 OTING WITH#4 INCE <br /> - <br /> ,.. I t PAD FOOTING <br /> -- <br /> in-�r4 EACH WAY AT BOTTOM <br /> -6'SQUARE x T-0"DEEP CONCRETE PAD FOOTING <br /> P28 <br /> WITH (2)-#4 EACH WAY AT BOTTOM j <br /> SCALE: 1/4' <br /> 7 FOOTING SCHEDULE <br /> A. BOLTS AND PAD FOOTING SEE MBM METAL ROOF PANELS BY METAL <br /> ,'WITH METAL SEE BLDG. LINE FOR SLOPE BUILDING MANUFACTURER(MBM) <br /> 9:MANUF. <br /> ROOF PURLINS BY MBM <br /> OLUMN _ ' <br /> 'FLAN - <br /> Xr12 2 X <br /> SEE MBM DWGS. <br /> TOP REINFORCING <br /> DINT- REQUIRED ONLY AT CONC. h SAVE HEIGHT <br /> OWELS <br /> EACH ( PAD FOOTING IF <br /> 24' <br /> I IF �24" i SPECIFICALLY NOTED ? <br /> N JOINT THICKENED p RIGID FR?ME CLEAR <br /> EDGE BEYOND METAL GUTTER AND <br /> SPAN BY MBM COMPONENTS BY MBM <br /> e e _ <br /> SIDE WALL METAL <br /> PANELS BY MBM <br /> I I I-III—III <br /> FINISH <br /> GRADE ° r <br /> w SIDE WALL GIRTS <br /> e P e De W <br /> BY MBM <br /> " x — 3 TYP. _ TYPICAL CONCRETE SLAB <br /> i CLR CONT. REINF. S1 -SEE FOUNDATION PLAN +d-0"REF. <br /> FROM FOOTING <br /> BEYOND o <br /> M r T.O.SLAB <br /> $ CSi� fE rA N ssL FOR TYP 6/8',81,V, OR <br /> FGsO�INIBAND FtEINF:' ' 1'DIA ANCHOR <br /> � r BOLT PER MBM: <br />