Client
Centennial College
Architect
Teeple Architects
Design-Build General Contractor
Ball Construction
Our Service
Structural Engineer (Design-Build Competition)
Location
Toronto, ON
Size
130,000 sf.
Stage
Competition
Sustainability
CaGBC Zero Carbon Building Standard
Status
Completed 2019

Centennial College - A Block Expansion

Client
Centennial College
Architect
Teeple Architects
Design-Build General Contractor
Ball Construction
Our Service
Structural Engineer (Design-Build Competition)
Location
Toronto, ON
Size
130,000 sf.
Stage
Competition
Sustainability
CaGBC Zero Carbon Building Standard
Status
Completed 2019

An Educational Prototype

As part of Teeple Architects’ Design–Build team, we engineered a 130,000-sf mass-timber scheme for Centennial College’s A-Block Expansion—classrooms, labs, an Indigenous Commons, and administration—targeted to the CaGBC Zero Carbon Building Standard. The proposal placed second, but the technical research has continued to shape our carbon-reduction approach.

Architecturally, the campus gateway is organized around a circular, drum-inspired Indigenous Commons that anchors two curving wings and links street level to the Student Services Highway via an AODA-compliant ramp. A transparent façade with vertical ceramic panels and chevron timber cladding gives the structure a warm, legible expression of the timber frame.

The structural concept uses a glulam post-and-beam superstructure with DLT floor and roof panels over a concrete podium where required. Long-span glulam purlins (≈12 m) are notched over girders to keep services zones clear and to control perimeter cantilevers, with rigid concrete-topped diaphragms at typical floors and an OSB diaphragm at roof. Lateral resistance combines CLT shear walls, two CMU cores, and glulam chevron braces above Level 2 with concrete shear below. A non-combustible steel PV trellis is tied back to the timber frame; green-roof and snow-drift load cases were resolved through targeted studies. Foundations are largely independent with movement joints at the interface; checks confirmed the existing A-Block roof could accommodate drift effects.

Performance detailing includes a 1-hour FRR for the timber frame with 2-hour separations at major occupancies and selective intumescent protection at exposed steel. Acoustics and vibration are managed by a mass-enhanced deck (concrete topping over DLT) and composite action between purlins and panels to control footfall response.

Renderings credit Tango Studio.