ovrszd
Epic Contributor
- Joined
- May 27, 2006
- Messages
- 32,246
- Location
- Missouri
- Tractor
- Kubota M9540, Ford 3910FWD, Ford 555A, JD2210
I did some research before preparation of my floor. My hoist manufacturer specifies 4" of 3000 mpa. I used 5" of 3500 mpa and put a footing 2'x6'x8" directly under the slab where the two posts will sit with extra rebar. The rest if the floor sits on 2" of styrofoam. 1/2" rebar was put in 10"x14" squares, and using the concrete chairs I used, it will sit in the centre of the slab. The 1/2" pex sits on top of the bar which is suggested as the best height. The pex held pressure while the concrete was poured and it seemed that the crew walked on top of the bar without any problems. I am satisfied that everything is reasonably good. Including the fill underneath, the floor cost near $10,000 and a lot of my labour. I didn`t want to scrimp.
Yep. Good stuff. The debate about PEX placement is never ending. I think the end result is the same.