Bluebird Self Storage

Summarize the project's program, features and achievements?

The Bluebird Self Storage project demonstrates Lindsay Construction’s ability to deliver a complex, multi -storey tilt- up facility with operational turnover under schedule pressure, while maintaining quality, safety, and client satisfaction.

The project stands out for:

• Phased occupancy strategy to support early revenue generation.
• Efficient building design maximizing rentable space.
• Clever architectural features including placement of form liner, reveals, paint colours, and parapet heights to give the illusion of depth in parts of the building and faux windows.
• Strong collaboration with client and consultants.
• Adaptability to design changes, weather impacts, and operational constraints.
• Self performance of all concrete work.

What obstacles were overcome related to the schedule, budget, program, specification, site, etc. on this project?

This project had 74.2% of the concrete poured over the winter months. We encountered granite for over half of the foundation and rainwater leaders, impacting schedule and cost. The project was phased to allow for the first floor to open prior to completion of the second and third floors.

To accelerate second- and third-floor fit-up, a 12’x7’ opening was left at the rear of the building on each floor. Once all materials were delivered, these openings were closed with IMP Panels. This product placement reduced the material load on the ground floor and minimized unproductive time moving materials. These openings can be easily removed in the future for delivery or removal of large items.

Please communicate any engineering complexities or unique features of the panel design for this project?

This project incorporated several complex structural and logistical considerations, beginning with the construction of a large foundation pad designed to accommodate the elevator, extensive window openings, and insulated metal panel (IMP) systems. Careful planning was required to ensure efficient site access and material delivery, while also maintaining flexibility for future operational needs. This includes accommodating forklift use within the design and allowing for potential building expansion, ensuring the structure could evolve to suit future requirements.

To support the installation of the tilt-up panels, specialized bracing strategies were implemented. Usable floor slab area was limited by interior stair shaft locations; consequently, deadmen were installed outside the building to facilitate exterior panel bracing.

Additionally, brace inserts were engineered to run through the architectural wythes, a solution that required precise coordination between structural and architectural elements to maintain both performance and aesthetic integrity.

Seismic performance was another key design driver. To meet these requirements, the panels were structurally stitched together using embedded steel elements and welded connections to enhance their overall overturning resistance. This approach improved the system’s ability to withstand lateral forces, ensuring long-term durability and compliance with seismic standards.