odurandina
Senior Member
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- Dec 1, 2015
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The tower is a 43 story semi-circle rising partly within the existing Garage's perimeter. It seems reasonable to assume the part of the tower to rise above their shared space requires additional or replacement piles be laid, then, steel/concrete composite columns of far greater load capacity/stiffness than currently exists. How would that happen without removing that part of the Garage? Can that critical structure be installed one pile/column at a time instead of completing a 2nd surgical demo?