Just got My 2005 Code Book, looking at some changes, & it seems We are going to have some issues with grounding rebar in concrete.
Does anyone have any ideas on this yet, Would it be possible to have the concrete contractors leave a section stubed out above the pour ?
On jobs where there aren't any conduit runs to be incased, the EC may not be anywhere near the site when the pour occurs.
Also, it looks like Building Steel, Rebar, Metal Waterline etc will ALL be connected now.
