- Occupation
- Licensed Electrician
I always thought so until I saw iwire's post. Even if you take his tack on it there is no need to dig a ditch in the kitchen.Under building would mean under slab, Yes?
I always thought so until I saw iwire's post. Even if you take his tack on it there is no need to dig a ditch in the kitchen.Under building would mean under slab, Yes?
If none of 300.5 applies why is there the row labelled Under a Building"?Yes, I guess.
However the OP is asking about running pipes in a slab which is not underground so none of 300.5 applies.
Those would not be under the building they would be in the building.Consider this, how would we run pipes in slabs on upper floors if this was not the case?
If none of 300.5 applies why is there the row labelled Under a Building"?
Those would not be under the building they would be in the building.
Under a building can also be above ground if the building is in stilts. (The situation has come up regarding service conductors.)Under a building would be underground.
In a slab on the ground is not underground.
And in that case the min. cover is 0 inches. I think we agree, just some mix up in the translation between cowboy and Yankee.Under a building would be underground.
Good. I sure would hate for the OP to have to get a trencher in the kitchen.In a slab on the ground is not underground.
Ent some csll it dmurf tube. I understand it to be ran in residential slabs . Its like flex but pvc type material
OOOOhhhh. Never thought of that.Under a building can also be above ground if the building is in stilts. ....
Unless there is a potential for sinkholes in the immediate area (from natural or man-made causes), I fail to understand why anyone would use cable-tension slab on grade.When cutting concrete on grade make sure the slab is not a tension cable type. Cutting into one of those is dangerous and expensive.
When cutting concrete on grade make sure the slab is not a tension cable type. Cutting into one of those is dangerous and expensive.
Unless there is a potential for sinkholes in the immediate area (from natural or man-made causes), I fail to understand why anyone would use cable-tension slab on grade.
My understanding is that the most common reason is building on expansive soils, which I know are common in some parts of California and Texas. I guess you could consider that a form of sinkholes.Unless there is a potential for sinkholes in the immediate area (from natural or man-made causes), I fail to understand why anyone would use cable-tension slab on grade.