Charles E. London School, Richmond, BC

The school was renovated and new building areas added in 1992.  With a total floor area of 10, 185 sq. metres, the building was seismically upgraded to the latest seismic provisions.  To provide more natural light and ventilation, higher roofs, framed with heavy timber moment resisting post and beam members and braced truss members as part of the seismic resisting system for the building, we introduced over most of the corridors and circulation areas.  The building is constructed in a combination of heavy timber, structural steel and  masonry.

Garibaldi Secondary school, Phase 1 and 2, Maple ridge, BC