@BAretired thanks for the suggestion
I have a remodel going on in CA, my structural Engr spec'd 3 shear sections with 6 underpinnning for hold-down retrofits.
In place is a 'huge' (I think) foundation of 18" wide, 24" deep with 8" x 16" stem wall. Digging down that deep and getting through that...
thread507-420144
@perland: any chance you can re-post the drawing you uploaded for hold-down bracket alternative to HDs? It seems the original upload cut off the bottom half of the page.
your original post: "Attached is a detail that I use for conditions where HD's with epoxy don't work. The...
