Vertical Load Carrying System | Plywood deck supported by wood and steel framing at the Roof and Third Floor. 9.5" post-tensioned concrete slab supported by reinforced concrete and CMU walls and columns at Second Floor. |
Lateral Force Resisting System | Wood-framed plywood shearwalls at interior and exterior locations at Second and Third Floors. Reinforced concrete and CMU shearwalls at interior and exterior locations at First Floor. |
Foundation Type | Continuous concrete footings at perimeter and interior CMU and concrete walls. Isolated concrete spread footings at interior columns. |
Remarks | This building was designed in accordance with the 1991 UBC. The adjacent building is CSMIP Station #58620. It is also a wood framed building, however it is isolated. |