Vertical Load Carrying System | Plywood deck supported by wood and steel framing at the Roof and Third Floor. 14" post-tensioned concrete slab supported by (6) 24" diameter steel pipe columns with triple friction pendulum isolators at Second Floor. |
Lateral Force Resisting System | Wood-framed plywood shearwalls at interior and exterior locations at Second and Third Floors. (6) 24" diameter steel pipe columns at First Floor. Mid-story isolation occurs at First Floor with (6) Triple Friction Pendulum isolators below the Second Floor slab. |
Foundation Type | Post-tensioned concrete grade beams at steel pipe column locations in transverse and longitudinal directions. |
Remarks | This building was designed in accordance with the 2010 California Building Code. The adjacent building is CSMIP Station #58621. It is also a wood framed building, however it is not isolated. |