Project Details
The building is constructed of concrete floor-slabs over a metal deck with composite steel beams and girders and steel wide-flange columns. The building’s lateral load-resisting system includes eight symmetrically placed full-height concentric steel braced frames. The foundation consists of a 4 foot thick reinforced concrete mat overlain by an 11 inch thick micro-reinforced concrete topping slab.
PASE completed the construction documents and structural calculations for the entire building and submitted them to the Division of the State Architect for review of conformance to the California Building Code.
