Would you use ?

[cadpoint]

Would you ever use metal flex or armored seal tight as opposed to ridge, the base job is all EMT, wall/ceilings?! The job has PVC runs below grade, ridge only through concrete floors.

Here the situation:

A sub feed for the panel was to be supplied from ridge from below thru concrete floor, the panel now been moved, to the right angle at the corner of the wall, I noted Poppy working in a L to an L with a piece of ridge between, of course it had to be re-done, again.

This is in the Emergency side of dedicated space.

Negating AHJ or the spec's of the job for a minute.( I know thats a big if/wish)

Since this will be only services by quailifed,etc., and the fact that its dedicated service and space, couldn't Pop's just used some flex? ?

Edit for Grammer, DMJ

 

[infinity]

Sorry Cad, but it's been along day and I can't understand a word of your post.

 

[cadpoint]

Thanks, I hope others enjoy a thought ...

Besides I should have read some more ...

3X EDit

 

[peter d]

Sure, why not? As long as it's "within spec," what's the problem? It doesn't violate the NEC, right?

 

[cadpoint]

Short Story, Not

Short Story, Not

Struck me like a ton of bricks... after a day... Ode to the Job ...

 

[Brady Electric]

Would you use?

Would you use?

Sorry Cad, but it's been along day and I can't understand a word of your post.

Have to agree with Infinity.
Semper Fi.

 

[rcarroll]

Have to agree with Infinity.
Semper Fi.

Same here, only cuz it made me laugh.:grin:

 

[infinity]

Have to agree with Infinity.
Semper Fi.

Same here, only cuz it made me laugh.:grin:

Guess I'm not the only one.

 

[cadpoint]

First of all I made the mistake of writing this post without Ms/ works and I usually use the tools - spell check and thesaurus.

Having said that, put RIGID instead of ridge. And other than a run on sentence, it seemed clear in my mind...

I should have looked back to one of my own posts. Sorry for thinking Out-Loud.

http://forums.mikeholt.com/showthread.php?t=90196 (2nd page graphic)

I was told its in the spec's that anything below 6' is RIGID, I didn't read it.
This Specification does over ride 500,501,502,503. Seems like a big waste of time and manpower.

The original engineered layout has been butchered. The owner has ordered panel re-assignments and the older co-worker is doing the best he can. with very limited space.

Understanding Class structures is an ongoing challenge for me, I usually work heavy construction, office, commercial and industrial, so I'll have to get a better understanding.