| Vertical Load Carrying System | Post-tensioned reinforced concrete flat slab supported by concrete columns and concrete shear walls |
| Lateral Force Resisting System | Reinforced concrete core walls. Additional perimeter and interior reinforced concrete walls in podium. |
| Foundation Type | Reinforced concrete mat foundation (7' - 13' in thickness) at tower. Reinforced concrete spread and continuous footings at podium. |
| Remarks | Structural design was based on the 2014 Los Angeles Building Code. Nonlinear response history analysis was performed (performance-based seismic design). The instrumentation was required by the code and paid by the owner. CSMIP provided technical specifications and assistance. |
