Slab-on-Grade control joints under load bearing walls
Slab-on-Grade control joints under load bearing walls
(OP)
Does anyone have any bad experiences with placing Slab-on-Grade control joints under load bearing walls? Should this be avoided?
I know Slab-on-Grade control joint placement has been discussed before, but I don't see where this particular issue has.
I know Slab-on-Grade control joint placement has been discussed before, but I don't see where this particular issue has.






RE: Slab-on-Grade control joints under load bearing walls
RE: Slab-on-Grade control joints under load bearing walls
RE: Slab-on-Grade control joints under load bearing walls
Directly under the wall? If it's a saw cut joint, how can you (physically) do that? For any kind of joint, I'd have it adjacent to the wall.
RE: Slab-on-Grade control joints under load bearing walls