A hollow structural section column bears on a twelve-millimeter-thick steel baseplate complete with steel shims at the ends and ten-millimeter-thick typical stiffener plates. The baseplate assembly anchors into cross-laminated timber floor panels using sixteen-millimeter by one-hundred-millimeter fastener pins installed in pre-drilled holes with a sixty-millimeter minimum embedment. Additional twelve-millimeter by two-hundred-sixty-millimeter fastener pins in pre-drilled holes with a one-hundred-millimeter minimum embedment secure the assembly into a continuous glue-laminated timber beam located below a drag strap.
W PT_H (12) 10x260 (100mm MIN) IN PRE- DRILLED HOLES INTO GLULAM BEAM CLT FLOOR PANEL PER PLAN EDGE OF SHIM UNDERNEATH BASEPLATE 10mm THK STIFFENER PLATES TYP. 12mm THK BASEPLATE C/W STEEL SHIMS @ ENDS PER DETAIL J SECTION 250 700 900 200 HSS COLUMN PER PLAN CONTINUOUS GLULAM BEAM BELOW DRAG STRAP BELOW PER PLAN S3.14 4 PT_H (16) 10x100 (60mm MIN) IN PRE- DRILLED HOLES INTO CLT PT_H (16) 10x100 (60mm MIN) IN PRE- DRILLED HOLES INTO CLT
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