tmy23
New Member
Thanks in advance for any help.
I ready to begin the shower pan for a bathroom conversion of what was a 2nd floor nursery in a 132 year old Victorian. The shower is 4' x 5' with a linear drain at the end as I didn't want to drill the floor joists for waste line. My question is about pan construction and weight.
I was planning on the standard 2 layer bed, building paper, metal lathe, slope mud layer (1/4" per ft), membrane, top mud layer than tile.
If I've fully understood what I've read, the minimum thickness of the slope layer should be at least 1" at the drain end. Over a 5' run, this layer will be 2.25 at the high side. Again from what I've read, the "finish" layer should be at least 1.5" uniform, thus the total thickness of the bed will range from 2.5" at the drain end and 3.75" at the high end.
If I use a rough average of 3" for the average thickness of the pan, it weighs 37.5lbs/sqft, or over 700 lbs for the 20sqft! Aren't most floors rates 40lb sqft live load? I haven't yet put water or people in? J
Something seems amiss? I hope I'm reading the minimum thickness of the two layers wrong? With the lathe affixed to the subfloor, it seems ¼" mud at the thin end, or just enough to keep the lathe from penetrating the membrane would be enough to pour another 1.5' finish layer?
I've been pricing Kerdi and it's no bargain, but I guess I'd go that way it if there are no alternatives?
Does anyone have a single layer alternative?
I visited a site where a guy swore by a single layer mud bed, over lathe, sealed in redguard, taped and then up the concrete board walls? This eliminates one of the layers?
Again, I deeply appreciate any help. Hopefully I am over thinking (engineering) this thing….. J
I ready to begin the shower pan for a bathroom conversion of what was a 2nd floor nursery in a 132 year old Victorian. The shower is 4' x 5' with a linear drain at the end as I didn't want to drill the floor joists for waste line. My question is about pan construction and weight.
I was planning on the standard 2 layer bed, building paper, metal lathe, slope mud layer (1/4" per ft), membrane, top mud layer than tile.
If I've fully understood what I've read, the minimum thickness of the slope layer should be at least 1" at the drain end. Over a 5' run, this layer will be 2.25 at the high side. Again from what I've read, the "finish" layer should be at least 1.5" uniform, thus the total thickness of the bed will range from 2.5" at the drain end and 3.75" at the high end.
If I use a rough average of 3" for the average thickness of the pan, it weighs 37.5lbs/sqft, or over 700 lbs for the 20sqft! Aren't most floors rates 40lb sqft live load? I haven't yet put water or people in? J
Something seems amiss? I hope I'm reading the minimum thickness of the two layers wrong? With the lathe affixed to the subfloor, it seems ¼" mud at the thin end, or just enough to keep the lathe from penetrating the membrane would be enough to pour another 1.5' finish layer?
I've been pricing Kerdi and it's no bargain, but I guess I'd go that way it if there are no alternatives?
Does anyone have a single layer alternative?
I visited a site where a guy swore by a single layer mud bed, over lathe, sealed in redguard, taped and then up the concrete board walls? This eliminates one of the layers?
Again, I deeply appreciate any help. Hopefully I am over thinking (engineering) this thing….. J