Vertical Load Carrying System | 8" concrete slab supported by steel columns and concrete shear walls at the first floor. Concrete fill over steel deck supported by steel beams and columns at upper floors. |
Lateral Force Resisting System | Three steel moment frames (pre-Northridge) in each direction and concrete shear walls at basement. |
Foundation Type | Concrete mat foundation. |
Remarks | The building was designed in accordance with the California Building Code that was based on the 1979 Uniform Building Code. This hospital building is instrumented as part of OSHPD/CSMIP agreement to instrument hospitals in California. |