sei3retired
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Why does the electrode have to be in the footing or foundation? I put a 20 foot rebar in a concrete sidewalk and the inspector turned the job down! Al
Why does the electrode have to be in the footing or foundation? I put a 20 foot rebar in a concrete sidewalk and the inspector turned the job down! Al
That might be good design but I don't believe NEC addresses this.Not to mention the electrode grounding conductor is supposed to be as short as possible with as few bends or sharp turns as possible.
Dang, I could have swore it was in the NEC, but I couldn't find it.That might be good design but I don't believe NEC addresses this.
I think you’re thinking of TVSS’s, they have that requirement to be the most effective.Dang, I could have swore it was in the NEC, but I couldn't find it.
Ok, so I watched Mike Holt's Grounding and Bonding DVD and I've watched his understanding the NEC volume 1 at least twice and he said that due to the skin effect of induced voltage, the EGC needs to be as short as possible and with as few bends as possible due to the high frequency of a lightning strike it reacts like very high frequency high voltage AC.
I'm surprised the NEC doesn't address it. But thanks, you saved me from embarrassing myself in a future real life conversation
I think most what you mentioned is common practice or even requirement for lightning protection system conductors but not for the grounding electrode conductor particularly on 1000 volts and less systems.Dang, I could have swore it was in the NEC, but I couldn't find it.
Ok, so I watched Mike Holt's Grounding and Bonding DVD and I've watched his understanding the NEC volume 1 at least twice and he said that due to the skin effect of induced voltage, the EGC needs to be as short as possible and with as few bends as possible due to the high frequency of a lightning strike it reacts like very high frequency high voltage AC.
I'm surprised the NEC doesn't address it. But thanks, you saved me from embarrassing myself in a future real life conversation
There is something similar mentioned here in the IN:Dang, I could have swore it was in the NEC, but I couldn't find it.
250.4(A) Grounded Systems.
250.4(A)(1) Electrical System Grounding.
Electrical systems that are grounded shall be connected to earth in a manner that will limit the voltage imposed by lightning, line surges, or unintentional contact with higher-voltage lines and that will stabilize the
voltage to earth during normal operation.
Informational Note No. 1: An important consideration for limiting the imposed voltage is the routing of bonding and grounding electrode conductors so that they are not any longer than necessary to complete the
connection without disturbing the permanent parts of the installation and so that unnecessary bends and loops are avoided. Informational Note No. 2: See NFPA 780-2017, Standard for the Installation of
Lightning Protection Systems, for information on installation of grounding and bonding for lightning protection systems.
In fact I know there are. He addresses it more in depth somewhere else because he talks about the skin effectThere may be more references to making it short
Just like voltage drop limitations that some think are a code requirement but for most part are just a suggestion. An energy code might make the VD limitation something you are required to follow though. May be just good design practice in some situations, others it doesn't matter all that much.There is something similar mentioned here in the IN:
Beat me to it.There is something similar mentioned here in [250.4(A)(1) info note #1]:
It’s there as an INThat might be good design but I don't believe NEC addresses this.
Did he turn it down because of the size of the rebar or because the sidewalk isn't part of the structure?Why does the electrode have to be in the footing or foundation? I put a 20 foot rebar in a concrete sidewalk and the inspector turned the job down! Al
Probably because 250.52(3), cited above, specifically calls for the CEE to be in a 'foundation or footing'.Did he turn it down because of the size of the rebar or because the sidewalk isn't part of the structure?