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#4 | |
God Like Status
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Yeah - no reinforcement - lack of shear design on the front wall connection - it's a butt joint with brick ties embedded in the concrete - LOL. Our structural engineer was on-site today to approve my shoring plan and inspect - he did a cursory walk around of the entire building - and guess what? The opposite corner (left side of building) is showing signs of stress/cracking/bowing also. Owner wants that whole wall braced/shored as soon as we are done with this shoring to prevent a collapse. I looked at it this after noon - we can save that wall. I thought you'd enjoy these pictures Zack. Ron |
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