dbriant
Structural
- May 24, 2005
- 4
I have a building with the lower floor being steel beam / joist construction supporting 2 floors of wood bearing walls. The typical exterior beam detail is to have the wood top plate bolted through the bottom flange of the steel beam. This conflicts with generic architectural fire protection details that require primary members to be wrapped with 2 layers of gyp board. Along the bottom flange, they show a 1 5/8" steel studs as a gap between the gyp board and the bottom flange. Sketches attached
The lower level exterior wood walls are not load bearing, nor are they shear walls, however they need to be adequately anchored to the steel beams for wind loads. Any thoughts on a detail to connect through the gyp board system? A different option we've proposed is to go with intumescent paint on the steel beams but the contractor is balking at this since it would cost more.
Thanks for any insight.
The lower level exterior wood walls are not load bearing, nor are they shear walls, however they need to be adequately anchored to the steel beams for wind loads. Any thoughts on a detail to connect through the gyp board system? A different option we've proposed is to go with intumescent paint on the steel beams but the contractor is balking at this since it would cost more.
Thanks for any insight.