The footing forms were completed today, and the crew can start bending, laying, and tying rebar. There is a massive amount of rebar going in the footings, and that is just a drop in the bucket compared to the walls and first floor slab. At some point, I’ll do the math and fill everyone in on how many total pounds of rebar we have going in to this project… I’m sure it is somewhere in the structural calculations, but it will be easier to calculate than to find it in the 750 pages of calcs.