A hollow structural section column sized 203x203x6.4 rests on top of a concrete masonry unit wall at elevation 103.000. The column is secured using a base plate measuring sixteen millimeters thick, complete with two nineteen-millimeter diameter A307 threaded rods anchored with Hilti RE 500 SD epoxy adhesive with a minimum embedment of one hundred millimeters. The anchor layout features edge distances and spacings per the provided dimensions.
TOP OF CMU WALL EL 103.000 HSS 203x203x6.4 HSS COL SEE PLAN CMU WALL 18 S-MB-5.21 BASE PL16, C/W 2-Ø19 A307 THREAD ROD AND HILTI RE 500 SD, EMBED 100 MIN OUTSIDE INSIDE 6 428 6 100 60 TYP 50
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