addition to the ontario college of art and design


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Ontario College of Art and Design
Addition
Alsop Architects with
Robbie/Young + Wright Architects
Toronto, Ontario

 


Project Information:
In November 2000, OCAD selected European firm Alsop Architects as design architect to work in a joint venture with Toronto-based Robbie/Young + Wright, the project architect, to produce OCAD's capital expansion project.

Ontario College of Art & Design (OCAD) broke ground in late 2002 in preparation for its $42.5 million expansion and renovation featuring the Sharp Centre for Design (SCD). By March 2003, foundations were in place and construction upwards began.The SCD is scheduled for completion by January 31, 2004. Design programs will move into their new space with Environmental Design and Industrial Design in February 2004, followed shortly thereafter by Communication & Design. Space previously occupied by these programs in the main building will be renovated into new space for the Faculty of Art and Faculty of Liberal Studies.All new and renovated space will be complete by August 2004. The official opening of the SCD, and the new and improved OCAD will take place in October 2004.

The Team:
Design Architect: Alsop Architects, London, England
Local Architects: Robbie Young+Wright Architects, Inc. Gregory Woods MRAIC, Partner-in-Charge
Engineering: Carruthers & Wallace Limited, Paul Sandford, P. Eng., Project Engineer
Project Manager: PCL Constructors Canada Inc., Jeff Murva, Project Manager
Steel Fabricator: Walters Inc., Tommy Colquhoun


fall tour 2003
Project Images:
construction sequence movie 1 link construction sequence movie 2 link

Architect's rendering of the project.
View looking south on McCaul Street.

The large steel truss box sits atop hollow structural steel legs of approximately 93 feet (27m) in length and 914mm in diameter. The thickness of the section wall is 25mm. The taper at each end is 2.5m.
There will be two floors of classroom space in the addition. The overall dimensions of the floor plate are 30m x 83m.

October 17: the installation of the steel decking for the floors is in progress.
Detail showing the connection of the steel leg supports to the base plane of the trussed box.
Glazers installing the sealed units in the colourful curtain wall at the base of the building.
Detail of a support connection for a double leg attachment.
Base connection detail prior to being encased in concrete. Each pair of "legs" is attached to 3 caissons that are tied together below grade to absorb/prevent displacement/lateral movement being transferred from the building through to the foundation.
Base connection detail for the steel supports. The steel connection is covered in concrete.
Primary access to the addition is via an exit stair that flies through the space beneath the box and the plaza below. Click image for close up detail.
Connection detail for column supports -- before and after fireproofing.
 
Iron workers atop the steel box... watch him work!
Iron worker installing bolts in the steel frame. This worker is perched on a steel frame that floats 8 floors above the ground below... watch him work!
 
Connection details at the top level of the box.
Connection details of the steel framed box.
 
Grinding operations underway. Click image for close up detail.
watch him work!
Steel connection at the corner of the box. Most of the connections are reinforced for moment resistance.
 
In preparation for the attachment of cladding systems, a cold rolled steel stud framework is installed between the truss members.
This framework is fitted around the structural members. The location of glazed window panels must be coordinated with the structure and placement of diagonals.
 
The substructure for the exterior wall cladding system is being installed at the north side of the building at the beginning of November 2003.
Spray on fire protection is being applied to the hidden portions of the steel structural system.
 

 

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Updated May 29, 2006 x

©2006 Steel Structures Education Foundation