Recent content by Acheesestring

That is correct. The third crane will be the same as the recently disassembled north crane.

The walls and columns range from 80-85 MPa depending on whether or not post-tensioning is present in the wall. I can answer some structural questions if anyone is curious, on the hope that my username (not affiliated with Black Diamond) can keep me anonymous 😅.

I know it's off centre 😅

Pretty Nice!

As a structural trade on the site, I can't specifically comment on that as I am not aware, however this is not something that is holding back work.

No, Union workers are on strike all over the province.

View from Phase 1 66th to MPH, down into phase 2 hole today.

While these are very valid concerns, my understand is that the above grade portion of the project has not yet been approved for construction (which nowadays is more common), and this is a high level rumour to the point where the contractors are being asked to preplan a possible increase. If...

The redesign will include more floors, likely at the same height (2.95 m excluding mechanical high floors).

I know this has been mentioned before, but phase 2 is currently under redesign to accommodate 110 floors, 10 more than initially designed for. Source: a "friend" *cough cough*

Yes, constructing parking flat slabs (drainage sloping omitted) is much more productive versus a constantly sloping parking slab or a parking slab with a ramp.

Bird's eye view of the South East floor plates:

Hmm 😏

53rd floor has been poured yesterday.

Not including high roof or mechanical floors, you are correct.