A wide-flange beam frames into a structural column using a WT shape sized per plan, with a bearing plate resting on a glulam beam sized per plan. A stiffener plate is welded to the wide-flange beam web with a one-quarter-inch typical fillet weld. An adjacent beam is shown with dashed lines. Additional stiffener plate details are referenced on sheet 6/S-502.
A PLAN TYP. 14 " SEE 6/s-502 FOR STIFFNER PL DETAIL BEAM, W.O. WT PER 2/s-803 BEARING PL GLB PER PLAN WF BEAM PER PLAN 1
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