Thank you 1503-44 for your comprehensive response. I edited my original post to add additional information if anyone else wants to chime in. Based on your information it seems prudent to have at least a narrow footing and strap beams bracing it.
Hello all. I'm trying to understand eccentric wall footings a little better. When doing eccentric wall footings (L-shaped, property line footings) where the allowable soil bearing pressure is high, I sometimes end up with a footing that's only slightly wider than the wall itself. This makes...
