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Clearwater condo evacuated

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It sounds as though they were doing some remedial work and got ahead of themselves. There is stuff missing from this story.
 
"He said the crack was about a 'couple of feet wide' and was getting bigger before crews began stabilizing it."
Did they maybe mean "inches" or is this building really going two different directions?
A photo or two would be handy.
 
This version of the story has some photos. Pretty nasty crack, and certainly cause for alarm but not "feet" wide - feet tall maybe, and several inches wide.


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So if the containment rebar is missing from that column, where else is it missing? What were they working on/with above the column to completely obliterate it. This story is much bigger than we know.GqXDvvLXYAE8Ips.jpeg
GqXDvvMXoAEuGu9.jpeg
 
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Problem solved, they used DEI temporary shoring system that supports beam all way to the near-midspan crack.......... :poop:


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I'm sure the original building inspector thought it entirely adequate. So, too, the government agency that employed and directed him.

Be assured they take these things Very Seriously.

I wonder if a PE was possibly involved in this project. Maybe. It could happen. Say, are there actually plans for this building?


spsalso
 
You guys just aren't looking close enough. There's plenty of reinforcement in there.

Screenshot 2025-05-08 12.26.25 PM.pngScreenshot 2025-05-08 12.26.25 PM.png
 
Plenty? Oh, I missed that one.

Is it possible that by removing the slab at the base of the column, the effective six inch (or so) increase in column height tipped it over the edge? Answer: no, they couldn't cut right up against the column ... although on the thin side that cleaved off it looks as though the slab was removed right up to the column edge. We need better photos.

Did they bump the column with a skid loader?
 
It looks to me that the column base was destabilized by removing the slab. I'm not sure what precautions should have been taken to avoid that. I don't see the footing either.
 

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