A davit socket pedestal is centered on the column and welded to a seven-eighths-inch-thick cap plate. The structural steel column supports beams framed in per plan using shear tab connections. One-half-inch-by-ten-inch stiffener plates are welded to each side of the column, omitted where the shear tab occurs. A one-half-inch fillet weld connects the components.
DAVIT SUPPORT AT CL OF COLUMN C PLAN 7/8" THICK CAP PL (MIN UNO) COLUMN SEE PLAN BEAM SEE PLAN 1/2"x10" STIFF PL EACH SIDE (OMIT WHERE SHEAR TAB OCCURS) DAVIT SOCKET PEDESTAL DAVIT SOCKET PEDESTAL CENTERED ON COLUMN DAVIT SUPPORT AT CORNER COLUMN G (OFFSET AT COLUMN) 3/8 1/2 PP
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