A continuous hollow structural section column is spliced and tied to a wide-flange beam and cross-laminated timber deck using specified splice plates and lateral tie plates. The connection details include edge and corner plate layouts welded with typical fillet weld sizes as indicated on the structural plans.
PL PER HSS COL PER PLAN FULL HT COL WHERE OCCURS, SEE WF BM PER PLAN CLT DECK PER PLAN LATERAL TIE PL PER PLAN B B A A SPLICE PL AS SCHEDULED SECTION PLAN VIEW A-A (@ EDGE) 1'-0" 1'-0" PL PER EDGE OF DECK PLAN VIEW A-A (@ CORNER) 5/16 TYP 1/4 17 S5.6.1 17 S5.6.1 17 S5.6.1
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