Anyone aware of any instances where masonry veneer ties breaking off due to foundation repair work such as jacking up the foundation slab. I saw a building inspector pushing on a brick veneer and saying that the the brick veneer flexing is due to the ties breaking off due to the foundation...
Anyone have any recommendation on drilling holes through post-tensioned concrete walls for pipe penetrations. What would be the criteria for the maximum sizes and number of holes that can be drilled in the wall as long as the strands are not affected? Any way to reinforce the holes?
