MCurry
Structural
- Mar 19, 2003
- 34
Hello everyone,
I've cross-posted this from the IBC (Building Officials) forum.
I've been pushed (once again) by our local concrete contractor to allow a basement wall to be built according to IBC minimums (Tables 1805.1(1) through 1805.5 (5).
1805.5 states that the tables may be used when the top and bottom of the wall is laterally supported.
With a building 80 feet long, 30 feet deep and a walk-out basement, I say the floor does not constitute "lateral support" but would love to find a definitive code reference.
Is there an IBC white paper or something that anyone is aware of. I'm tired of having this argument!
Thanks all.
I've cross-posted this from the IBC (Building Officials) forum.
I've been pushed (once again) by our local concrete contractor to allow a basement wall to be built according to IBC minimums (Tables 1805.1(1) through 1805.5 (5).
1805.5 states that the tables may be used when the top and bottom of the wall is laterally supported.
With a building 80 feet long, 30 feet deep and a walk-out basement, I say the floor does not constitute "lateral support" but would love to find a definitive code reference.
Is there an IBC white paper or something that anyone is aware of. I'm tired of having this argument!
Thanks all.