We plan to pour piers, tied together with re bar, flint rock between the piers with a VERY thin cement cap on top of the rock. The cement cap will extend beyond the outside edge by 3 inches or so, it will be dug down maybe only 6 inches more or so where the "skirting" will go.
I know the thin cap will crack up, but will still beat having no vapor barrier and will be nice to lay on to hook it all up.
We plan on using blocks for skirting inside of what the county can see. If it is on a true block foundation it becomes taxable as a true house. In other words, we will use blocks to skirt it, but still use the junk plastic skirting for one end to get access to underneath, and hide the blocks with the plastic junk all the way around it. Yes, we have thought about the energy savings from using blocks, we are going to even if county gets greedy. DOUG
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Today's Featured Article - The Ferguson System Principal An implement cutting through the soil at a certain depth say eight inches requires a certain force or draft to pull it. Obviously that draft will increase if the implement runs deeper than eight inches, and decrease if it runs shallower. Why not use that draft fact to control the depth of work automatically? The draft forces are
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