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Surrey, British Columbia, Canada

3 Civic Plaza

3 civic plaza, isokorb, schock, thermal breaks, balcony connections

At 52 stories, 3 Civic Plaza in Surrey, BC is one of the tallest buildings in the province, and focuses on energy-saving measures at the building envelope to minimize carbon footprint and improve occupant comfort.

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Largest Project in British Columbia to Deploy Structural Thermal Breaks 

 

SURREY, BRITISH COLUMBIA – At 52 stories, 3 Civic Plaza is the third tallest building in British Columbia. It houses the Civic Hotel, an urban campus for Kwantlen Polytechnic University (KPU), meeting rooms, a fitness center, a rooftop garden and 348 residential condominium units. 

The design team, consisting of ZGF Cotter Architects, Fast + Epp structural engineers, and ITC Construction Group, paid close attention to energy saving measures at the building envelope to minimize costs and carbon footprint, and improve occupant comfort. Copious amounts of insulation were applied on the walls, roof and other areas. Mineral wool was placed in the window wall assemblies. Foamed plastic insulation was sprayed on the cast-in-place concrete exterior walls. Foamed plastic insulation board was applied at the roofs, and cellulose insulation was spray-applied at the slab soffits under occupied space in the underground parking.

However, 37 floors of condominium balconies posed a potential thermal bridging problem. If cast conventionally, as cantilevered extensions of interior floor slabs, balconies would conduct heat away from heated interiors and dissipate it into cold environments like cooling fins, wasting heat energy. Chilled floor slabs inside of the building envelope would cause discomfort for occupants. Condensation on cold adjacent interior surfaces would additionally support mold growth, an increasing problem in today’s air-tight, high-humidity buildings. 

The design team studied options to prevent thermal bridging at the balconies, and ultimately decided to insulate them from the supporting slab using structural thermal breaks.

 

Team evaluates pre-cast balcony slabs against cast-in-place balconies with structural thermal breaks

The team had originally envisioned pre-cast concrete balcony slabs extending from the sides of the building.

“We concluded that structural thermal breaks would be a more constructible solution,” recounts the project’s Engineer of Record, adding, “The owner and contractors overcame initial cost concerns once they understood how structural thermal breaks fit into the design strategy which emphasized sustainability and human comfort.”

"I’ve known about structural thermal breaks since 2007, when they first started appearing in North America,” the engineer explains. “We installed them on smaller projects before using them on 3 Civic Plaza, which is the largest project in British Columbia to date to incorporate structural thermal break technology.”

Design work for the project began in 2012 and ground was broken two years later by the ITC Construction Group.

 

How structural thermal breaks function

Structural thermal breaks consist of an insulation module with stainless steel rebar running through the insulation for tension and shear strength. Since stainless steel is roughly one-third as conductive as carbon steel, it minimizes heat transfer through the module.

Structural thermal break modules are positioned in line with other building envelope insulation, and are tied into the rebar of the interior floor slab and the exterior balcony slab prior to casting both in concrete.

 

Team specifies four types of structural thermal breaks

Starting on the 15th floor, the balconies range in size from 51 to 102 sq ft (4.7 to 9.5 m2). 

To insulate and support them, the design team specified 1,755 Isokorb® modules from Schöck North America, comprised of Type CM thermal breaks for concrete-to-concrete balcony connections (Fig. 1), Type CV thermal breaks for concrete column supported balconies (Fig. 2), and Type Z insulation filler modules (Fig. 3), says the structural engineer. 

Since BC has a history of seismic activity, the design team also specified Isokorb® Type CEQ structural thermal breaks for earthquake load transfer in concrete balconies.

In total, 6,325 linear ft (1,928 m) were installed, equating to 18 ft (5.5 m) per balcony on average.

"All of the thermal breaks were placed on the slab formwork toward the end of laying the rebar for the slab. Concrete for the floor slabs and balconies was poured at the same time,” he continues.

Coordination among the trades ensured the project’s success. Blair Marriott, Senior Superintendent of ITC Construction, says, “We organized site meetings with the sub-trades, particularly with shoring contractors to ensure they understood the proper load paths. The team commitment resulted in success.”

 

Multiple energy saving measures minimize costs and carbon emissions

As further energy enhancements, the structural engineer says, “In-slab hydronic radiant heating/cooling tubing mats distribute heating and cooling to all of the units. The energy originates from the City of Surrey District Energy System, and is distributed through the building in a continuous ambient hydronic loop. Dedicated heat recovery chillers extract the energy from the loop and transfer it to holding tanks until it is called again to heat or cool the units.”

The developers followed the 2012 British Columbia Building Code in the building’s design, the engineer adds, stating, “The structural thermal breaks posed no problems in conforming with the code.”

 

Applications

Balcony

Developer

Century Group and Surrey Development Corporation

Architect

ZGF Cotter Architects

Structural Engineer

Fast + Epps

Construction

ITC Construction Group

Construction completed

2016/2017