The home builders in the Texas gulf coast are going ape over the the change in 250.50. I believe that the intent of the present code is to install a concrete encased electrode. However several contractors have different interpretations. Here is a list of questions that we are going to send in for formal interpretation by the NEC. I would appreciate any comments regarding the questions especially if they are not clear. We want to ensure the the review panel understands the question's intent.
Thanks in advance
1. If a concrete slab does not have 20 feet or more of 1/2 inch or greater diameter of rebar in the footer, is the intent of this section to require this amount of steel as the grounding electrode?
2. Does the existence of a plastic vapor barrier between the slab and the earth affect the interpretation of this section?
3. Does the Code permit OR require in lieu of the rebar mentioned above, 20 feet or more of bare copper not smaller that 4 AWG?
4. Is the intent of this section to require 20 feet of 1/2 inch rebar or greater or 20 feet of 4 AWG copper in a pre-stressed post tension slab, where the reinforcing steel steel is plastic coated?
Thanks in advance
1. If a concrete slab does not have 20 feet or more of 1/2 inch or greater diameter of rebar in the footer, is the intent of this section to require this amount of steel as the grounding electrode?
2. Does the existence of a plastic vapor barrier between the slab and the earth affect the interpretation of this section?
3. Does the Code permit OR require in lieu of the rebar mentioned above, 20 feet or more of bare copper not smaller that 4 AWG?
4. Is the intent of this section to require 20 feet of 1/2 inch rebar or greater or 20 feet of 4 AWG copper in a pre-stressed post tension slab, where the reinforcing steel steel is plastic coated?