rrmiv
Structural
- Mar 13, 2003
- 46
I have an exterior pavilion framed in pressure treated wood. My columns are not standard timber sizes, but are "built up" of nominal 2x members (2x10s, 2x6s, etc.). I plan to use steel base plates with 2" grout underneath and anchor rods into concrete footing. Then plates or angles welded to the base plate and bolted through the column. My question is moisture protection of the column bearing on the steel plate. It seems that water could sit on this plate and be in contact with the wood. How is this resolved? Is bottom of column coated with something? It appears that the IBC 2000 allows this condition with no additional protection beyond being preservative-treated wood. Any suggestions?