NFExp
Structural
- Jun 18, 2009
- 74
All
I have a footing supporting a mezzanine. The load is about 5500#. When they dug the footing, 6 conduits were discovered running parallel with the mezzanine. See photo. This will affect 5 columns.
I told the contractor we need to move the columns away from the conduits and cantilever beams. Time is of the essence, material has been ordered....... Contractor is begging to dig below the conduits, wrap the conduits in foam, and encase in concrete.
I seen this done for 1 or 2 pipes before but this situation seems like the conduits are too close together..
Let me know your thoughts.
FYI the conduits are about 18" down, the footing is 12" thick
I have a footing supporting a mezzanine. The load is about 5500#. When they dug the footing, 6 conduits were discovered running parallel with the mezzanine. See photo. This will affect 5 columns.
I told the contractor we need to move the columns away from the conduits and cantilever beams. Time is of the essence, material has been ordered....... Contractor is begging to dig below the conduits, wrap the conduits in foam, and encase in concrete.
I seen this done for 1 or 2 pipes before but this situation seems like the conduits are too close together..
Let me know your thoughts.
FYI the conduits are about 18" down, the footing is 12" thick