A tie-back anchor and horizontal lifeline anchor connects to a steel column top cap plate sized one-quarter inch thicker than the largest incoming beam flange with a three-quarter inch minimum thickness. Steel beams frame into the column with shear tabs and four-bolt configurations, featuring complete joint penetration welds at the top flange and five-sixteenth-inch fillet welds typically at all incoming beams. A steel column sized per the structural schedule supports the assembly beneath a roof deck configured per plan.
ROOF DECK, PER PLAN CAP PL. THK TO BE 1/4" MORE THAN LARGEST INCOMING BM FLG. 3/4" MIN THICKNESS CL COL STL COL, SEE "STL COL SCHED" STL BM PER PLAN, TYP AT COLUMN 5/16 5/16 TIE-BACK ANCHOR/HORIZONTAL LIFELINE ANCHOR & CONN TO STL COL BY OTHERS SEE PLAN TOS EL CJP TOP FLG, TYP AT ALL INCOMING BMS TYP 5/16
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