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Phil Stevens wrote:I would guess either approach would work. The important part in either case (piers or concrete footer) is that you have some insulation between the core and the mass of the RMH and the supporting structure. Lots of heat will radiate down from here and you don't want it either 1) weakening the structure, 2) creating a fire hazard, or 3) getting wasted heating up things below the living space.
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Glenn Herbert wrote:As long as the piers have adequate spread footings, putting those in as described would support an RMH mass. Running the floor framing continuously across the whole floor, with just the added support of extra piers, would increase the stability of the whole system. You would then just use an air space and some insulation like perlite-clay under the core and mass to keep the floor from getting too hot (and incidentally from losing heat to the outside).
If you have soils that might settle unevenly, or are in a seismic risk zone, the continuous foundation would be safer.
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Bob Gallamore wrote:I really would like to put a RMH between the dining and living rooms. All the construction I have seen on RMH's is on a concrete slab. Oops, we are building a pier and beam house!.
Nikki
Nikki halverson wrote:
Bob Gallamore wrote:I really would like to put a RMH between the dining and living rooms. All the construction I have seen on RMH's is on a concrete slab. Oops, we are building a pier and beam house!.
Mr. Gallamore,
Please continue posting if you solve this problem. I am also on posts; the builder laid the floor joists flat. I am considering somehow pouring a 4'x9' slab to at least support a RMH. I have the Wisner's Cabin: 8" Diameter plans and that build weighs approximately 5,400 pounds.
Do you get frost heaves where you are at?
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