New service for a 70-year old reinforced concrete building. New service elevator required cutting/excavating the basement floor for the reinforced concrete pit. Plan to add a supplemental GEC (rod) at the bottom of pit (one of the few places we can get down to the soil on this property.) Normally I would exothermic weld to a piece of rebar left sticking up from the concrete. Because this concrete forms part of a hoistway, non-elevator related wiring is prohibited in the space. I'm thinking of having a piece of rebar bent downward (protruding below the pit floor slab) and welding to it before the slab is poured, then backfilling with sand/gravel or GEM to prevent concrete incursion. Any code issues with this? Is it better to bury an exothermic weld in the concrete? I'm not really comfortable with copper in direct contact with concrete as a general principle but this situation is a bit unusual.
--thanks
--thanks