Vertical Load Carrying System | Lightweight concrete fill over metal deck supported by steel beams and columns. Steel beams and columns from basement to Level 3 located with concrete walls are encased in concrete. |
Lateral Force Resisting System | Reinforced concrete shear walls at interior and perimeter from Basement to Level 3. Concentrically braced steel frames from Level 3 to Roof. |
Foundation Type | 24" diameter concrete CIDH piles with concrete pile caps and grade beams. |
Remarks | Structural design was based on the 2007 California Building Code. This building is instrumented as part of the OSHPD/CSMIP agreement to instrument hospitals in California. |