2/ on that note, just got a new document drop re some RTK (right to know) requests. The engineering document saying that "yes, this barn on this foundation is safe" is interesting. ...too bad the barn that was installed isn't the one the engineering document references.
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3/ I'm also enjoying the detailed CAD plan for the concrete foundation, specifically the 3.5' x 3.5' x 1' thick pad that needs to sit underneath each sonotube ... cause I'm pretty sure that was never poured.
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4/ oh, and let's NOT forget the 6" layer of NHDOT 304.3 gravel under the concrete slab I'm sure a slab poured directly on top of uncompacted fill dirt is ... you know ... close enough
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