If you roto-hammer and epoxy set all-thread, how many stones will you intercept. In other words, how much total ballast will the roof plate be attached to? I think we can assume that any stone that is drilled will suffer some or total detachment from the wall.
I'd be more inclined to run long anchors on the inside of the wall from the plate and into a concrete floor or inside butress.
But more to the point, I wouldn't spend good money after bad. Whatever you do to that building will not increase its value. I would be looking at a quality new building that is engineered for your site (think earthquake because you are in CA).
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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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