That's right!Now that sounds like a slam.
That's right!Now that sounds like a slam.
What's the reason you have to install MC in the raceways in the first place?
Roger
I looked into ordering spiral twisted conductors for a project I was involved in several years ago and did not find any available from any of the major manufactures, at least for 12AWG. I was able to get a good twist using rolls of individual conductors by using stranded wire and alternating the reels to feed from over the top and off the bottom.The steel jacketed MC cable has extremely low Electro-Magnetic (EM) field emissions due to the steel wrapper and the tightly spiraled inner conductors. They would be running underground with low voltage signal cables (audio, video, data) in adjacent conduits. All conduits are PVC so they offer no EM shielding. If we run bare conductors (THHN, etc.) they lie loosely in the PVC and create a larger EM field that can interfere with the nearby low voltage signal cables. It is difficult to get the contractor to order the factory spiraled (twisted) cable groups, although I know it is possible to order these.
Since energy dissipates at the square of the distance how big of a deal can this be. If you are really concerned about it can it not be managed by simply spacing the power conduits away from low voltage conduits.Steel conduits in slabs don't work (rusting-out), and aluminum conduits only offer Electro-Static Shielding, and PVC conduits offer no shielding.
Steel conduits in slabs don't work (rusting-out),
I agree. I know of many buildings from as far back as the 50's with steel conduit in slab and under that is still intact.I have never seen steel conduit in a slab rust out, I think you are overthinking this.
By the way, if you go to Home Depot they sell black, white and green 12 AWG pre twisted into a group.
Also, Article 100 Definition of ‘Location-Wet’ is clear that ‘in-slab’ is basically the same as ‘underground’ (although to me this is two different things).
So the opinions I am looking for are regarding the installation of MC in PVC conduits run in a slab. We don't want to direct bury the MC in the slab, and we don't want to use liquid-tight MC. Thoughts?
Being your from Florida, I can understand your position. However, in northern states there is more of a possibility that a slab-on-grade's upper surface is actually at or below grade level of the property (think basements and other sub-grade levels). Regardless of a vapor barrier being installed, an AHJ is well within their responsibilities to say conduits embedded in such slabs are in fact underground.I disagree with your assertion that in slab is the same as underground. Article 100 definition states "indirect contact with the earth" I haven't seen a building slab poured in at least 10 years that doesn't have a moisture barrier installed. That means the slab is not covered by the definition you referred to. Also, it is very common in this area to run a chase in the slab to a kitchen island and put Romex in it, so I don't think there is going to be an AHJ problem here. None the less, I agree with others when they ask, "why?"
Being your from Florida, I can understand your position. However, in northern states there is more of a possibility that a slab-on-grade's upper surface is actually at or below grade level of the property (think basements and other sub-grade levels). Regardless of a vapor barrier being installed, an AHJ is well within their responsibilities to say conduits embedded in such slabs are in fact underground.
Being your from Florida, I can understand your position. However, in northern states there is more of a possibility that a slab-on-grade's upper surface is actually at or below grade level of the property (think basements and other sub-grade levels). Regardless of a vapor barrier being installed, an AHJ is well within their responsibilities to say conduits embedded in such slabs are in fact underground.
IDK.... without details.How do you code compliantly install NM in a cement trench?
Iwhy are you asking me?
Did not mean too, I meant to quote strat
A vapor barrier just prevents moisture from coming up through the slab... but it will not help if there is a flood (AHJ will use say 50-year flood plane to establish potential), or heavy rains cause excess ground water to weep into the basement. Sumps will help, but it is an AHJ call whether to consider conduits underground and a wet location.I wasn't taking the position that a slab on grade isn't a wet location, I was pointing that it isn't arbitrarily a wet location.
However, I would like to know how you would consider a basement to be a wet location if the entire thing was encased in a properly installed moisture barrier. I have zero construction experience with basements being California and Florida trained, so I don't know the building codes for them, but if the moisture barrier blocks all outside moisture then where would the AHJ be within his rights to declare the area a wet location? Now if only the slab in barriered and the walls aren't or the code doesn't require an actual watertight seal, then I can see it. Again, don't know the codes.
I didn't say anything about installing NM in a trench, and I didn't mean to imply it. I was referring to running NM in a PVC chase in the slab to an island. Let me be clear that I don't do romex, I am allergic to it. But I see this installation all the time. I am pretty sure that slab on grade, above a moisture barrier is not considered a wet location in Florida. That doesn't address a basement, just slab on grade.
Can someone explain or locate the conduit within a conduit NEC code. I feel like this conversation has more to do with that code than it does wet location. Is romex sheeth a conduit and thus cannot be put in a pvc conduit. Thus MC is surely classified as a conduit? And should not be pushed through conduit. I have done both in conduit but AHJ doesn't like it because "conduit within conduit". I can't locate a thread already on this.
"In-floor wireways" would be covered under Article 390 as Underfloor Raceways....
Are in floor wireways a wet location in this situation, or are they not allowed in slab on grade? I never dealt with those so don't know much about them.
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