notes
close
About
arrow_forward
arrow_back
About
close
The LEA Group
History
What Makes Us Different
Leadership
Clients & Partners
Corporate Social Responsibility
Services
arrow_forward
arrow_back
Services
close
Infrastructure Development
arrow_forward
arrow_back
Infrastructure Development
close
Transportation
Transit
Building Structures
Water, Wastewater & Municipal
Noise & Vibration
Mobility & Community Planning
arrow_forward
arrow_back
Mobility & Community Planning
close
Cities & Communities
Transportation Corridors & Transit
Smart Technology & Innovation
arrow_forward
arrow_back
Smart Technology & Innovation
close
BIM
Modelling & Signaling
ITS
Tolling Systems
Security Systems & Control Centres
Smart Cities
GIS & Mapping
Advisory & Management
arrow_forward
arrow_back
Advisory & Management
close
Project Management
Contract Administration
Institutional Strengthening
Social & Environmental Studies
Economic & Financial Analysis
Audit & Due Diligence
Peer Review & Value Engineering
P3 Advisory Services
Quality Control & Quality Assurance
Operations & Maintenance
Procurement Support
Business Process Engineering
Asset Management
Projects
Careers
arrow_forward
arrow_back
Careers
close
Explore career opportunities
News
Contact
search
Building Structures
Hurontario LRT Operations Maintenance Storage Facility
Client:
IBI
Location:
Canada
Status:
Under Construction
Project Description
LEA provided Structural Engineering services for the Hurontario LRT Operations Maintenance Storage Facility (OMSF), which incorporates a single-storey structural steel frame superstructure for the Maintenance facility and a two-storey structural steel frame superstructure for the Operation Control Centre (OCC) building. The Maintenance facility building was designed based on normal importance category while the OCC building was based on post-disaster importance category. Both buildings are separated using expansion joints.
The two buildings are founded on conventional spread footings on Engineered Fill. The ground floor slab-on-grade has been designed for a minimum live load of 12 kPa. The suspended floor of the OCC building will consist of concrete topping on a composite steel deck supported by a system of steel girders and steel floor joists. The roof structure will consist of steel deck supported on a system of steel joists and steel beams. The lateral resisting system will be provided by structural steel braced frames and moment resisting frames.
The OMSF design and specifications include:
Vehicle maintenance and wheel truing pits
Vehicle maintenance bays with elevated work platforms and overhead cranes
Vehicle sanding/cleaning/wash
Maintenance workshops and parts storage area
Operation Control Centre
Administrative offices
Featured
Finch West Subway Station, Toronto-York Spadina Subway Extension
Mayor Mohammad Hanif Flyover (Jatrabari-Gulistan Flyover)
Ryerson University Centre for Urban Innovation
Design Review & Construction Supervision of Outer Ring Road in Kenya
New Champlain Bridge Corridor Project
Andhra Pradesh Command and Control Centre
X
Search website