I wonder if they had a small alignment error start to snowball? Doesn't sound goodso that thats twice trying to get that spiral on that side into place and back down in came..
Renovation always has more issues than new construction. Just watch any of those HGTV programs.I wonder if they had a small alignment error start to snowball? Doesn't sound good
You have no idea...old houses are a horrific pain. Found out a rental I just bought isn't grounded, prior owner spliced every wire in the basement from 2 wire to 3 wire Romex to make it look like it had new wiring...have to re-wire the entire first floor.Renovation always has more issues than new construction. Just watch any of those HGTV programs.
That sounds like a nightmare of epic proportion so I'm hoping that's not the case.I wonder if they had a small alignment error start to snowball? Doesn't sound good
Trust me I know. We've flipped a few properties and built new. I'll take new every time.You have no idea...old houses are a horrific pain. Found out a rental I just bought isn't grounded, prior owner spliced every wire in the basement from 2 wire to 3 wire Romex to make it look like it had new wiring...have to re-wire the entire first floor.
Snowball into something that catches fire?I wonder if they had a small alignment error start to snowball? Doesn't sound good
FYI, I checked later in the day and it was still connected to the northeast grouping, but more towards the middle. It was then later detached completely, It looked to me as though the crane was trying to change the orientation of the whole grouping. I think they were trying to use sustained extreme pressure to tweak the original angles.View attachment 176198J
Walt’s cousin appears to be attached to the South Eastern end of the girders.
Renovation always has more issues than new construction. Just watch any of those HGTV programs.
Just one big open concept.Does that mean the new Dome will have travertine and subway tile?’
Just one big open concept.
FYI, I checked later in the day and it was still connected to the northeast grouping, but more towards the middle. It was then later detached completely, It looked to me as though the crane was trying to change the orientation of the whole grouping. I think they were trying to use sustained extreme pressure to tweak the original angles.
Pete Sala has talked about how important it is to get the angles for all the supporting columns exactly right. I am wondering if they were all off to some extent, and errors became so significant they could not progress until the problems were fixed? If so, I hope this impromptu, red neck method of fixing the problem worked,,,,
They wouldn't be making those determinations of how much the structure can hold in the middle of the job. That would have been done and I am sure was long before they started this project. Hence the X-Bracing that was added to each corner to be able to bear the load basically of the whole roof being added.The pieces that make up the frame were made per engineering drawing and should work as designed. However, when the last pieces to go in to join the two ends, what happens if the last joint is a few inches or feet from meeting? Where is the adjustment to account for the final fit? Also, how will they monitor the existing wall structure to confirm their structural analysis? With 60+ ton loads being added to each column of the dome's structure, there's a lot to assess as elements are added. What kind of connector did they add above each concrete column to mount the spiral tubes to? Anyone ever see the detail?