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.... ..... ...... <br />... ....... _ ...... . <br />......... <br />............... <br />— — - - ------ <br />FOUNDATION PLAN <br />SCALE:118"=1'-0" <br />REF: <br />"erne: <br />. ........ . .... ......... . .............. .... ......... <br />.......... <br />U X" ISOLATION JOINT <br />IF COL. IS ERCETED BEFORE SLAB qEF: ARCH DRAWINGS <br />IS PLACED PROVIDE PAPER BOND <br />BREAKER AT COL. FACE (NO <br />DOWELS) <br />C.J. <br />Lj <br />92 FOUNDATION DETAIL <br />SCALE:314"=1'4" <br />REF: <br />EXPANSION JOINT MATERIAL, <br />REF: ARCHITECTURAL DWGS. <br />x x xx x ------ x - <br />Expansion Joint <br />TYP. "E.J " <br />/ — PRE-FAB GALV, METAL KEYWAY <br />x x � � x ---- x <br />Construction Joint <br />OCCURS ONLY @ "Cl" LOCATIONS BTW. POURS <br />118 TO 3116 WIDE X 1" DEEP GROOVE WI SAW CUTS TO BE MADE WITHIN 24 HOURS <br />HIGH TRAFFIC SEALANT FILER OF POUR, WWF SHALL BE CONTINUOUS @ <br />ALL C.J.S. U.O.N. ON PLANS <br />x x x x x x <br />3 FOUNDATION DETAIL <br />SCALE:314"=1'-0" <br />REF: <br />" 1 <br />*A RADC (1 4T- (1 P <br />8" <br />ALTERNATE CONSTRUCTION JOINT <br />TYP. "Al" <br />4 FOUNDATION DETAIL <br />SCALE:314"=1'-0" s <br />REF: <br />c <br />Z <br />m <br />M <br />o <br />w <br />0 <br />U <br />o <br />22 <br />Z <br />m <br />`1 <br />rY <br />N <br />W <br />L <br />o <br />U <br />m <br />Lj <br />A <br />d <br />U <br />si <br />