Good Evening everyone.
(NEC 2017)
For years and years I’ve been getting calls for the occasional “We missed connecting to the UFER, can you write a letter because it’s covered in concrete ?”
I know this happens inadvertently and the fact is once it happened there’s nothing that can be practically done about it.
Again, for years and years the municipality has ALWAYS accepted a letter omitting the requirement for the UFER, have always accepted 2 driven ground rods per 250.52, but for some odd reason, they want the GC to chip up the concrete and find it for connection. Despite me sending a meticulous code path, complete with screen shots, they are still insisting the concrete be chipped up.
Is anyone aware of any existing NFPA interpretations or published code paths that would prevent them from excavating poured concrete?
Any help appreciated - and I mean that.
(NEC 2017)
For years and years I’ve been getting calls for the occasional “We missed connecting to the UFER, can you write a letter because it’s covered in concrete ?”
I know this happens inadvertently and the fact is once it happened there’s nothing that can be practically done about it.
Again, for years and years the municipality has ALWAYS accepted a letter omitting the requirement for the UFER, have always accepted 2 driven ground rods per 250.52, but for some odd reason, they want the GC to chip up the concrete and find it for connection. Despite me sending a meticulous code path, complete with screen shots, they are still insisting the concrete be chipped up.
Is anyone aware of any existing NFPA interpretations or published code paths that would prevent them from excavating poured concrete?
Any help appreciated - and I mean that.