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, 0 <br />BURKE "KEYKOLD" JOINT, STOP <br />REINF 1" CLEAR OF JOINT EA. <br />SIDE, 1/8" RADIUS ON EDGES <br />WHERE SLAB IS EXPOSED <br />. . ....... . . ..... <br />2'- 0" LAP <br />Construction Joint <br />NOTES: <br />1. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING <br />AND WITHIN 24 HOURS OF SLAB PLACEMENT. <br />2. SAWED JOINTS SHALL BE FITTED WITH SEALENTAS COORDINATED WITH THE ARCHITECT. <br />� Typical Joints in Slab on Grade <br />,/ Scale: 3/4" = V-0" <br />1 1/2" 3t" 1" <br />� <br />EDGE C. <br />THICKENED SLAB <br />TOP OF CONC <br />STEM WALL <br />P L 3/8x5x10 1/2 W/ (2) <br />5/8"0 ANCHOR RODS <br />ROUGH OPENING <br />PER ARCH <br />HSS COLUMN PER PLAN <br />1" NON -SHRINK GROUT <br />FOR FULL BEAMING <br />1- <br />lypical HSS Column Base P-1-ate at Stem Wall <br />ScAe: 1 1/2" —_ V-0" <br />Pr2iect Title <br />Q <br />z <br />0 <br />Cliff <br />LIJ <br />z <br />0 <br />L.0 <br />LU <br />LU <br />ce- <br />Ln <br />LLJ <br />C) <br />LLJ <br />< <br />LU <br />LLJ <br />r%lftl <br />Lr) <br />> <br />rl— <br />LLJ <br />Project Information <br />Project No. <br />19-027-01 <br />Checked By <br />OB <br />Issue <br />BID SET <br />03/13/2020 <br />,P�ep , ".17_T914M_ <br />