Owner
Pontegadea
Contractor
ZPMC USA
Designer
Skidmore, Owings & Merrill
Our Role
McB acted as the Demolition Engineer of Record. In this role, we detailed procedures for the safe removal of the canopy structure after a full analysis of the truss structure, building support locations, temporary works, and specialty demolition equipment.
Total Contract Value
$20 Million
Timeline
2019-2020
Construction Method and Specifications
The 120ft x 240ft truss structure was cut into two halves while still supported by the adjacent buildings. After the support points were cut, the first half was lowered using a synchronized strand jack system. Once at ground level, the three-dimensional truss was supported by temporary shoring and cut up piece-by-piece. The second half was lowered in a similar fashion, after the first half was cleared and hauled away from the project site. The second half was supported on a temporary shoring and skidding system which slid the truss structure to the same dismantling location as the first half.