karinmk
Structural
- Jun 29, 2007
- 6
Any suggested details for anchoring a 1 hour, 8" cmu wall to the flange of precast double tee roof? Non-bearing wall, running parallel to the T's. I'd like to use double slotted angles attached to the underside of the precast, but not sure how this works with the fire rating. Architect shows only 1" gap with backer rods, which is not sufficient for deflection.