I got my steel inspected today. No problems :) I changed it a bit. I said that the concreter suggested a 200mm slab rather than trying to compact some fill on topof my footings. I rang the engineer and he aid ok providing that I had two layers of mesh. I explained this to the council guy and he reply "why wouldn't you".
I ended up suspending the expansion joint just offset over the internal beam. I guess it defeats the purpose of having an expansion joint.
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