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Just out of curiosity - is the shale bedrock load bearing capacity at all affected by the infamous "rock squeeze" that exists in Toronto?
You can read more about Toronto's swelling bedrock here.
I wouldn't think vertical load bearing for footings is affected, but lateral loads on exterior walls of basement levels need to be designed to account for the "squeeze"
 
I’m less worried about the street level now with how good the cladding looks for phase two. Hopefully when this is all finished the podium will come together nicely.

The goal with development of this scale should be to create new public spaces at ground level and that’s something sugar warf phase 1 failed miserably at.
I'm unfamiliar with Sugar Warf. What's at ground level currently?
 
I'm unfamiliar with Sugar Warf. What's at ground level currently?
Sugar warf is adjacent to this project. Check out the sugar warf phase one thread and you can see plenty of pictures for yourself!

It’s just completely sterile and inhuman in its built form. Literally takes up a whole city block and adds nothing to the street level but glass and solid walls. No reason for anyone to go there.
 
Sugar warf is adjacent to this project. Check out the sugar warf phase one thread and you can see plenty of pictures for yourself!

It’s just completely sterile and inhuman in its built form. Literally takes up a whole city block and adds nothing to the street level but glass and solid walls. No reason for anyone to go there.
I think I'll take a look at Google streetview and see what's up - or not.
 
A little off topic, but I don't think Sugar Wharf had 4.5 meter transfer slabs as the article states, it looked like mostly beams and a 600+ slab poured afterwards.

As for the first pour, it was over 900 cubic meters of concrete.
 

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