hope9010
Structural
- Sep 12, 2013
- 50
To install a luxury vinyl tile (LVT) floor on top of an existing old slab-on-grade basement floor, in a room that is a multi-purpose social hall (dances, assembly, dining, gym, etc.), the flooring contractor is proposing installing about a 1/4" thick "mahogany" subfloor anchored to the concrete, to level any irregularities that there may be in the existing surface. Then he would adhere the LVT on top of the mahogany subfloor, using a water resistnt urethane adhesive.
My questions are:
1. How resistant is "mahogany" to moisture and rot? There was a basement flood two years ago due to a broken water main and the soil under the slab-on-grade may have become saturated by that and not fully dried out yet.
2. If we were to have another flood due to say a plumbing break in this 50 year old building, would the magonay subfloor have to be removed?
3. Should we be measuring the current internal RH in the concrete slab, by installing 2 or 3 drilled-in RH sensors in the concrete slab to measure the internal RH, just in case there is moisture rising from the soil, or would it suffice to only use a surface "moisture meter" which is touched to the surface of the slab-on-grade and measures surface moisture only but not internal RH of the concrete?
Please note that I realize that the concrete after 45 years would be expected to have dried out, but the flood that covered the basement with 4" of water two years ago may have saturated the subsoil and it may not have yet dried out. The polyethylene under the slab-on-grade can be expected to have many punctures and not form a real vapour barrier.
My questions are:
1. How resistant is "mahogany" to moisture and rot? There was a basement flood two years ago due to a broken water main and the soil under the slab-on-grade may have become saturated by that and not fully dried out yet.
2. If we were to have another flood due to say a plumbing break in this 50 year old building, would the magonay subfloor have to be removed?
3. Should we be measuring the current internal RH in the concrete slab, by installing 2 or 3 drilled-in RH sensors in the concrete slab to measure the internal RH, just in case there is moisture rising from the soil, or would it suffice to only use a surface "moisture meter" which is touched to the surface of the slab-on-grade and measures surface moisture only but not internal RH of the concrete?
Please note that I realize that the concrete after 45 years would be expected to have dried out, but the flood that covered the basement with 4" of water two years ago may have saturated the subsoil and it may not have yet dried out. The polyethylene under the slab-on-grade can be expected to have many punctures and not form a real vapour barrier.