bigmig
Structural
- Aug 8, 2008
- 386
We have a client who wants to do a polished floor topping slab over a wood framed structural floor. The project is residential.
We have seen mixed results with this type of finish in the past. The biggest issue is that they all crack in spots that are not
control joint related, regardless of structural stiffness below.
We have also had issues with coloration, staining, the floor being too polished so it is slick as ice when wet.
I'm just wondering if anyone has experience with a project where it turned out great. What thickness of slab did you use?
Any tips or warnings or design guides?
Thank you.
We have seen mixed results with this type of finish in the past. The biggest issue is that they all crack in spots that are not
control joint related, regardless of structural stiffness below.
We have also had issues with coloration, staining, the floor being too polished so it is slick as ice when wet.
I'm just wondering if anyone has experience with a project where it turned out great. What thickness of slab did you use?
Any tips or warnings or design guides?
Thank you.