Not exactly sure if this was the right place to post this, but it relevant to flooring.
I ordered a lift a couple days ago and although the flooring meets the requirements based on thickness in compression strength I a pretty good crack close to where I want the lift to be placed. The instruction manual states if the bolts can not be torqued to 85 lbs-ft that pads should be installed under the posts which are 4'x4' with a 6" thickness of 3500psi concrete.
Has anyone on this site done this? I planned on doing these pads 12" deeps as that closely relates to 1 cubic yard. I know they need to be keyed to the existing floor but should it be tied in to existing floor with rebar, should the pads be rebar re-enforced, if not is fiberglass re-enforced conrete recommended?
Any suggestions would help very much.
Thanks
I ordered a lift a couple days ago and although the flooring meets the requirements based on thickness in compression strength I a pretty good crack close to where I want the lift to be placed. The instruction manual states if the bolts can not be torqued to 85 lbs-ft that pads should be installed under the posts which are 4'x4' with a 6" thickness of 3500psi concrete.
Has anyone on this site done this? I planned on doing these pads 12" deeps as that closely relates to 1 cubic yard. I know they need to be keyed to the existing floor but should it be tied in to existing floor with rebar, should the pads be rebar re-enforced, if not is fiberglass re-enforced conrete recommended?
Any suggestions would help very much.
Thanks
