The construction of an approximately 356 vehicle, three (3) level
parking facility consisting of a three bay parking facility with one level on
grade and two levels above grade. This facility is designed for two way traffic
flow and 90º parking with one continuous speed ramp for vertical traffic flow.
The building is fire resistive building type II B, of post-tensioned concrete
structural design utilizing concrete shear wall for lateral seismic restraint.
Parking Facility Spandrels is cast in place concrete and painted.