Designed tower crane foundations, designed re-shoring and provided on-site observations prior to all post-tensioned and mildly reinforced concrete slab pours. The project consists of 6 below grade parking levels, a nine-story residential tower, and a nine story office tower totaling 475,000 sf. The superstructure is post-tensioned and mildly reinforced concrete slabs supported by concrete columns founded on spread footings. The lateral system of the building is concrete shear walls. Unique project challenges included the support of Carroll Street which bisects the 2 towers and several large mildly reinforced transfer girders.
