WARose
Structural
- Mar 17, 2011
- 5,594
I have a client who wants some (hair thin) cracks addressed in some non-load bearing (CMU) masonry. There is no structural issue....it just looks bad.
I am unsure what to issue for this. Anybody have a good detail or idea? (Maybe something that can be handled with a note?)
I went through some old threads....but really didn't find what I was looking for.
I am unsure what to issue for this. Anybody have a good detail or idea? (Maybe something that can be handled with a note?)
I went through some old threads....but really didn't find what I was looking for.