Design Notes

Capacity is controlled by perpendicular-to-grain bearing capacity of floor or roof panel.
This connection is unique to single-point support of mass timber panels with two-way span capability such as CLT or SCL-CLT.
If there is any net uplift on the connection, screws should be angled.
Constructability can be affected by the need for temporary bracing of column.
Panel may be continuous over column.

Class: Class 1
Load: Load Medium
Cost: Cost $
Const.: Constructability Easy
Fire: Fire Rating II

Panel Bears on Column

Roof or floor panel bears on top of wood column. Positive attachment is made with partially-threaded screws.

02.B - Panel Bears on Column

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