cleveland1
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Hi. I am remodeling my mother in law's master bath. I am going to replace the old CI stack with all new PVC, using no hub couplers in the attic and basement to join the new PVC to the old CI. Attached is a diagram of the way the old plumbing exists today.
Can you see anything wrong with the existing design?
Is there anything I can do now to improve it, or should I simply put the new PVC together the exact same way it exists now?
I want to use 2" PVC for the lav drain and vent pipes, instead of 1.5" which is how it is now - will that be a problem in any way? (I want to use 2†pipe instead of 1.5†cuz I assume it might drain better/faster and have less potential of clogging than the 1.5†pipe? Plus the 4†stack reducing tee’s and wyes’ I can buy here are all 2â€.)
Should I use a 45 on the lav vent to the stack (with an upside down Y at the stack), or use a 90 (with a tee at the stack) like it exists today?
Can I / should I simplify this by simply connecting the lav branch pipe directly to the stack with a Tee, eliminating the revent, and use the stack as the only lav vent? (The distance from the lav trap to the stack is about 33-34")
Is it bad that the lav drains into the stack right below where the toilet drains in to the stack?
The lav branch to the lav tee (33†to 34â€) does not appear to be sloped at all. Isn’t that bad?
The diagram shows how it exists today and they have never complained about poor drainage before. It all worked OK. I would hate to make improvements if it results in worse performance than what they had before. With one exception – every now and then (once every 1-2 years) the lav drain would run slow a little on account to hair build up. But either a couple bottles of liquid plumber or a rare visit from roto rooter would solve that for another couple years.
Can you see anything wrong with the existing design?
Is there anything I can do now to improve it, or should I simply put the new PVC together the exact same way it exists now?
I want to use 2" PVC for the lav drain and vent pipes, instead of 1.5" which is how it is now - will that be a problem in any way? (I want to use 2†pipe instead of 1.5†cuz I assume it might drain better/faster and have less potential of clogging than the 1.5†pipe? Plus the 4†stack reducing tee’s and wyes’ I can buy here are all 2â€.)
Should I use a 45 on the lav vent to the stack (with an upside down Y at the stack), or use a 90 (with a tee at the stack) like it exists today?
Can I / should I simplify this by simply connecting the lav branch pipe directly to the stack with a Tee, eliminating the revent, and use the stack as the only lav vent? (The distance from the lav trap to the stack is about 33-34")
Is it bad that the lav drains into the stack right below where the toilet drains in to the stack?
The lav branch to the lav tee (33†to 34â€) does not appear to be sloped at all. Isn’t that bad?
The diagram shows how it exists today and they have never complained about poor drainage before. It all worked OK. I would hate to make improvements if it results in worse performance than what they had before. With one exception – every now and then (once every 1-2 years) the lav drain would run slow a little on account to hair build up. But either a couple bottles of liquid plumber or a rare visit from roto rooter would solve that for another couple years.