DIY rough-in with post-tensioned slab
Hi, this is my first post here. Looks like a very helpful place.
I've taken on the task of roughing in the plumbing for my new house. I haven't rented the trencher yet - probably about 2 weeks out from doing that. I have some experience with plumbing, but I have never done the under-slab work, so that is where I need help. This will be a thickened edge monolithic concrete slab with post-tensioning (I'm in Louisiana with expansive clay soil - post tensioning is very popular here and highly recommended).
So what I can't find in any of my code books or resource manuals is how deep should I take the initial vertical element of the drain which is farthest from the sewer tie-in? I understand what pitch to place on all the runs, and that the farthest drain from the tie-in will of course be the shallowest. But how deep should it be before it goes horizontally toward the sewer? I assume it should be deep enough to be deeper than the post tension footings. Is that enough?