A hollow structural section column per plan bears on a three-quarter-inch galvanized base plate set over a one-inch layer of non-shrink grout. Four three-quarter-inch diameter F1554 hex headed anchor rods with an eight-inch embedment anchor the assembly into the concrete footing. The galvanized anchor rods are symmetrically arranged around the column profile with specific edge and spacing dimensions.
TOC EL (4) 3/4" DIAM F1554 HEX HEADED ANCHOR RODS W/ 8" EMBED INTO THE FOOTING, GALVANIZED 3/4" BASE PL GALVANIZED 1" NON-SHRINK GROUT ELEVATION PLAN CL COL TYP 3" TYP 2" COL PER PLAN TYP 2" TYP 1" 4" 8" E
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