Why not use cement? It can be smoothed to be perfectly level. If access is ever necessary, it can be broken up with a chisel. You could put down a piece of visqueen first to prevent the concrete from bonding to the floor, if that is a concern.
This would be the best option but I'm not sure if it would meet codeWhy not use cement? It can be smoothed to be perfectly level. If access is ever necessary, it can be broken up with a chisel. You could put down a piece of visqueen first to prevent the concrete from bonding to the floor, if that is a concern.
I read the tiny writing on the cap and it is the backflow valve. I'll be creating an access hatch in the subfloor so it can be serviced.More than one, one might be a back flow preventer and should be serviced from time to time.
Not sure why you are doing a sub floor but what are you using?This would be the best option but I'm not sure if it would meet code
I read the tiny writing on the cap and it is the backflow valve. I'll be creating an access hatch in the subfloor so it can be serviced.
What if I drilled some small holes through the subfloor and sprayed some Great Stuff? Even if you remove the access hatch and can't get it back into place because of the foam, you could easily redo the process.
The subfloor is 1/2" EPS under 5/8" OSBNot sure why you are doing a sub floor but what are you using?This would be the best option but I'm not sure if it would meet code
I read the tiny writing on the cap and it is the backflow valve. I'll be creating an access hatch in the subfloor so it can be serviced.
What if I drilled some small holes through the subfloor and sprayed some Great Stuff? Even if you remove the access hatch and can't get it back into place because of the foam, you could easily redo the process.
I could try this but would prefer an easier optionWhy don't you just extend the cleanout stack to your FF elevation? Don't want the c/o cover to be exposed?