I think what will have to happen is that if the EC isn't on site before or during the pour, the footing contractor will have to stub out a piece of rebar for the EC to tie onto. As far as the building steel, water line, etc., these were already required to be tied together.
I better make sure we're on the same page. You're talking about 250.50, right?
[This message has been edited by Ryan_J (edited 10-28-2004).]
