Midge82 wrote:Thanks for the further responses.
1850 Farmer, might you have any info on what attachment bolt pattern would meet code?
Vvzz, I believe the LVL is just attached to the beam, not resting on foundation walls. The Lally column is not really bearing the weight of it, as the LVL is in front of the old beam - and only the old beam rests on the lally column.
Then this is NOT load bearing, it is just a new attachment point for the joists and does not provide any more support than the beam. If you want the contractor to install one that IS load bearing, it would have to rest on the foundation walls (or have a column there or similar) and be supported by a column at the cut.