My GC and I are at an impass...
Here is the background: http://www.ridgidforum.com/forum/showthread.php?t=23313
In a nutshell it comes down to this... I did not plan this job and don't like the direction it has gone.
The sticking point is this... I will NOT run a full bathroom + a urinal on 1/8" per foot between floors on a 2 story rough... IMO The book says I can but 1/8 is an accident waiting to happen ( this run would have (4) 90 degree turns in it one of them being a drop , this is all before it gets to the slab)
The total developed length of the 3" run is 42' which I have exactly 8" to do it in along with the changes in direction (Did I mention the fact that these joists are on 12" centers and the current idea is to coupling it to death !!!!)
I have presented a cost effictive solution to the GC (another stub up / sewerline on an exterior wall)
The book says "I can" is not always the right answer. It is my name and company that will have to back things up if things go bad.
So it is gonna have to be my way on this one....
Wish me luck with my meeting in the morning