I'm tearing down some walls, I've received an assessment from an inspector that the walls are non-load-bearing and the trusses are self-supporting, but I found a 90x45 stud and I'm getting a bit anxious. Can anyone provide an opinion?
How do you interpret the sectional drawing? Can you determine from this whether the exterior walls are load-bearing on the upper floor? (And the exterior walls + a wall in the middle on the lower floor)?
How do you interpret this sectional drawing? Can you tell from this if the outer walls are load-bearing on the upper floor? (And the outer walls + a wall in the middle on the ground floor)?
The outer walls and the core wall in the basement.
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