MCurry
Structural
- Mar 19, 2003
- 34
I'm working on a 4 story bldg with exterior gage steel studs. Brick veneer runs from the foundation all the way up. Per ACI 530-02, 6.2.2.3.1.3, the height limitation for the veneer above the foundation is 30 feet, with veneer supported by relief angles at each floor above 30 feet.
Here's the rub. The veneer is double thickness for the first two stories. The inner wythe at the lower stories is 4" CMU. The concrete foundation extends up to the top of the first story (steel studs above that point).
The contractor argues that the CMU can be considered the foundation, so that the full height, single thickness veneer is less than 30 feet above the 'foundation' and no relief angles are required.
Can the 4 inch CMU be considered an vertical extension of the foundation this way? It makes some sense to me, but I'd like to get some feedback.
Thanks
Here's the rub. The veneer is double thickness for the first two stories. The inner wythe at the lower stories is 4" CMU. The concrete foundation extends up to the top of the first story (steel studs above that point).
The contractor argues that the CMU can be considered the foundation, so that the full height, single thickness veneer is less than 30 feet above the 'foundation' and no relief angles are required.
Can the 4 inch CMU be considered an vertical extension of the foundation this way? It makes some sense to me, but I'd like to get some feedback.
Thanks