thescooper
Member
- Location
- New Jersey
- Occupation
- Electrician
All info below relates to the 2020 NEC
A relatively new inspector in a town that I don't do a lot of work in requested a service load calculation for a new EV charger install I gave a quote for. It is an existing single family dwelling unit, with a 200 amp CHTH main breaker panel fed with 4/0 aluminum SEU, and the customer wants a 48 amp Tesla Wall Connector installed.
I performed a load calculation using article 220.83, and the load came out to 138 amps. The inspector refuses to approve the permit, because when he performed a standard load calculation, it came out to 194 amps, which is both a large discrepancy from the optional method, and also above the rated ampacity of 4/0 aluminum according to 310.16.
I argued that 220.83 is a valid method to determine whether an existing service is capable of handling an increased load, which he argued it was not (and then later backtracked), and also said that 310.12 does not say anything about the calculated load, only the size of the service equipment.
Am I crazy? Am I interpreting article 310.12 incorrectly? Is the AHJ allowed to pick and choose which load calculation method is acceptable or not? He wants me to install 250kcmil aluminum service entrance conductors (based on his unprompted load calculation) before he will approve my permit. Let me know what you guys think.
A relatively new inspector in a town that I don't do a lot of work in requested a service load calculation for a new EV charger install I gave a quote for. It is an existing single family dwelling unit, with a 200 amp CHTH main breaker panel fed with 4/0 aluminum SEU, and the customer wants a 48 amp Tesla Wall Connector installed.
I performed a load calculation using article 220.83, and the load came out to 138 amps. The inspector refuses to approve the permit, because when he performed a standard load calculation, it came out to 194 amps, which is both a large discrepancy from the optional method, and also above the rated ampacity of 4/0 aluminum according to 310.16.
I argued that 220.83 is a valid method to determine whether an existing service is capable of handling an increased load, which he argued it was not (and then later backtracked), and also said that 310.12 does not say anything about the calculated load, only the size of the service equipment.
Am I crazy? Am I interpreting article 310.12 incorrectly? Is the AHJ allowed to pick and choose which load calculation method is acceptable or not? He wants me to install 250kcmil aluminum service entrance conductors (based on his unprompted load calculation) before he will approve my permit. Let me know what you guys think.