The picture below is the footing for a 10cm-20cm retaining wall. Some engineers are nuts. I guess that is the difference between doing a site visit or not.
I've still got some bracing to put in.
The inner beams are poured with the main slab, so I need to block them off. The form work is held in place by a couple of pieces of 4x2 acting as a clamp on the reo.
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