Tomorrow looks like another snow day, but I need a volunteer to come up to the blackboard anyway:
The local salvage place has a couple full size sheets of slate for very cheap. They are old blackboards, 48" x 96", polished on one side (the writing side) and rough on the other. We are thinking of cutting one down to use as a hearth (rough side up). The slate is beautiful-- dark gray/black, and seems pretty tough. It has to be pretty old, I think, which I imagine means it's from the US. (I think I read that American/New England slate tends to be stronger than imported stuff).
Only problem I can think of is the thickness-- they are only about 3/8" or maybe 1/2" thick. My plan is to build up the hearth with 1/2" plywood, a HY-C micore pad, a sheet of 1/2" Durock, then use thinset to bed the full sheet of slate. That's more than enough R, and my main concern is keeping the slate from cracking under the weight of the stove (Jotul 3) and me standing on the hearth. The floor is supported below by a heavy beam, and shouldn't move or flex much at all. Does this seem like a good plan? Should I throw another layer of Durock in the pile to stiffen it even more?
The local salvage place has a couple full size sheets of slate for very cheap. They are old blackboards, 48" x 96", polished on one side (the writing side) and rough on the other. We are thinking of cutting one down to use as a hearth (rough side up). The slate is beautiful-- dark gray/black, and seems pretty tough. It has to be pretty old, I think, which I imagine means it's from the US. (I think I read that American/New England slate tends to be stronger than imported stuff).
Only problem I can think of is the thickness-- they are only about 3/8" or maybe 1/2" thick. My plan is to build up the hearth with 1/2" plywood, a HY-C micore pad, a sheet of 1/2" Durock, then use thinset to bed the full sheet of slate. That's more than enough R, and my main concern is keeping the slate from cracking under the weight of the stove (Jotul 3) and me standing on the hearth. The floor is supported below by a heavy beam, and shouldn't move or flex much at all. Does this seem like a good plan? Should I throw another layer of Durock in the pile to stiffen it even more?