My slab gets poured next Tuesday. All clear from the City for electric trench and slab forms. There were a few issues that I saw last week that needed to be adjusted: There was a rebar oops in the car lift footings that was a serious new-guy error, but instead of calling my contractor to bitch, if just fixed it. Sometimes you are only as good as your worst employee… I picked some rebar and a couple boxes of chairs, looped ties, and put a 12″OC grid down of 1/2′ rebar 3″ from the dirt in the footing hole on Friday evening after work.

I also lifted the existing rebar over the footing holes up with chairs so that it would all be the same level as the welded wire. Hanging it from the wire would force the wire down to the top of the visqueen, negating the use of the material in a large area. I took the extra chairs I had and added them to the welded wire field. I understand that it gets stomped down when they pour and walk the pour, but the trick for me is to limit the amount that stays down. It was $90.00 worth of material and a couple hours of my time and we can work it out as we move forward with the build. The minor details in the grand scheme.