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Webinar: Shearwall Connections and Lateral Systems for Wood Buildings

The Exchange

ARCHITECT: Faction Architecture Inc.

STRUCTURAL ENGINEER: RJC Engineers

DEVELOPER: Faction Projects Inc.

CONSTRUCTION MANAGER: Faction Construction

BUILDING CODE CONSULTANT: GHL Consultants Ltd.

PHOTOS: Courtesy of naturally:wood

The Exchange

In Kelowna, British Columbia’s evolving industrial north end, The Exchange stands as a forward-thinking demonstration of what’s possible when architectural ambition meets technical precision. Designed and developed by Faction Architecture and Faction Projects, the building blends mass timber with conventional materials in a hybrid system that highlights both structural performance and environmental responsibility.

At the heart of the structural system is nail-laminated timber (NLT), used for both floor and roof assemblies. NLT is a mass timber product formed by mechanically fastening dimensional lumber together to create solid panels—an approach well-suited to exposed timber applications that value durability, texture, and straightforward fabrication. For this project, the team fabricated the panels in-house using locally sourced materials and trades. While this gave them greater control over cost and scheduling, it also introduced design and compliance challenges.

The team opted for a fluted NLT profile to enhance visual appeal and improve acoustic performance. Because the panel design differed from prescriptive norms, it required approval as an  alternative solution under the BC Building Code. Extensive analysis was conducted to demonstrate compliance with fire-resistance, vibration, and load-bearing requirements. Informed by existing NLT fire test data, the design team minimized voids between laminations to enhance charring behaviour and performed physical load testing at Okanagan College to confirm strength and stiffness performance.

Complementing the NLT panels is a glulam post-and-beam system that forms the substructure, supported by concrete elevator and stair cores. Together, these elements support a program that includes retail and light industrial space at grade, with two to three storeys of open-plan office space above. A rooftop patio offers sweeping views, reinforcing the project’s appeal to creative businesses and environmentally conscious tenants.

The Exchange also showcases a thoughtful approach to the building envelope, a key factor in achieving Step 3 of the BC Energy Step Code—the highest step currently applicable to non-residential buildings in the region. The high-performance envelope includes a combination of weathering steel and corrugated metal cladding, high-performance glass windows, semi-rigid exterior insulation, breathable weather barrier, plywood sheathing, lumber studs, batt insulation, gypsum board and a polyethylene vapour barrier.  The light-frame wood walls contribute to envelope performance in two important ways: 1) wood has lower thermal conductivity than other materials, so thermal bridging is dramatically reduced, and 2) the stud wall configuration allowed for thicker insulation in the cavities between studs.

This integrated approach—combining exposed timber construction, envelope efficiency, and locally supported fabrication—enabled the project team to deliver a space that performs as well technically as it does aesthetically. And with over 90% of the leasable area spoken for at completion, it’s clear that tenants are responding to both the look and the logic of the building.

The Exchange sets a precedent for accessible mass timber construction in smaller markets, particularly in contexts where a streamlined fabrication process and strong design-control loop can help close the gap between sustainable ambition and budgetary constraints.

As Faction Projects continues work on the remaining phases of the development, The Exchange stands as both a technical prototype and a commercial success—proof that high-performance, low-carbon construction can be as practical as it is inspiring.

 

A Regionalized Industry Average EPD for Canadian Wood Trusses

This is a Canadian regionalized industry wide (average) business-to-business Type III environmental product declaration (EPD) for pre-fabricated wood trusses. This declaration has been prepared in accordance with ISO 21930 (1), ISO 14025 (2), ISO 14040 (3), ISO 14044 (4), the governing product category rules (5), and ASTM General Program Instructions for Type III EPDs (6). The intent of this document is to transparently disclose comprehensive environmental information related to the potential impacts associated with the cradle-to-gate life cycle stages of wood trusses manufactured in Canada.

An Industry Average EPD for Canadian Softwood Plywood

This is a Canadian industry wide (average) business-to-business Type III environmental product declaration (EPD) for softwood plywood. This declaration has been prepared in accordance with ISO 21930 (1), ISO 14025 (2), ISO 14040 (3), ISO 14044 (4), the governing product category rules (5), and ASTM General Program Instructions for Type III EPDs (6). The intent of this document is to transparently disclose comprehensive environmental information related to the potential impacts associated with the cradle-to-gate life cycle stages of softwood plywood manufactured in Canada.

A Regionalized Industry Average EPD for Canadian Softwood Lumber

This is a Canadian regionalized industry wide (average) business-to-business Type III environmental product declaration (EPD) for softwood lumber. This declaration has been prepared in accordance with ISO 21930 (1), ISO 14025 (2), ISO 14040 (3), ISO 14044 (4), the governing product category rules (5), and ASTM General Program Instructions for Type III EPDs (6). The intent of this document is to transparently disclose comprehensive environmental information related to the potential impacts associated with the cradle-to-gate life cycle stages of softwood lumber manufactured in various Canadian provinces and regions.

An Industry Average EPD for Canadian Pre-fabricated Wood I-Joists

This is a Canadian industry wide (average) business-to-business Type III environmental product declaration (EPD) for pre-fabricated wood I-joists. This declaration has been prepared in accordance with ISO 21930 (1), ISO 14025 (2), ISO 14040 (3), ISO 14044 (4), the governing product category rules (5), and ASTM General Program Instructions for Type III EPDs (6). The intent of this document is to transparently disclose comprehensive environmental information related to the potential impacts associated with the cradle-to-gate life cycle stages of wood I-joists manufactured in Canada.

Guide to Encapsulated Mass Timber Construction in the Ontario Building Code

The Guide to Encapsulated Mass Timber Construction in the Ontario Building Code – Second Edition is a comprehensive resource designed to help designers, code officials, and building professionals understand and apply the latest Ontario Building Code provisions for Encapsulated Mass Timber Construction (EMTC), effective January 1, 2025. Developed by the Canadian Wood Council / WoodWorks Ontario in collaboration with Morrison Hershfield (now Stantec), the guide explains the technical requirements, fire safety principles, and design considerations unique to EMTC, with clear references to relevant OBC articles. It covers everything from structural mass timber element specifications and encapsulation materials, to use and occupancy limits, mixed-use scenarios, and related provisions for structural design, environmental separation, and fire safety during construction. Intended to be read in conjunction with the Ontario Building Code, this is not a design guide, but rather a tool to distill complex regulations into practical, accessible information—equipping professionals to confidently design, review, and approve EMTC projects while ensuring compliance and optimizing performance.

Notice of Correction: A previous version of this document contained a small error on page 19. In this electronic version of the document (updated August 12, 2025) the 3rd major bullet of Section 5.1.1 has been corrected.

Advanced Wood Construction Action Plan

As part of Sustainable Growth: Ontario’s Forest Sector Strategy, the Government of Ontario committed to increasing the use of wood in construction to grow and diversify the market for Ontario’s wood products. This commitment will drive economic prosperity in the province, help to bolster the supply of available housing and support workforce development, all while helping to mitigate climate change stemming from buildings sector emissions.

Guideline to Insuring Timber in Canada

To ensure that the financial investment of a construction project can be protected in the event of unexpected circumstances and project derailment, builders are required to obtain Builder’s Risk Insurance, also known as “Course of Construction” insurance.

In Canada, timber construction is utilized primarily in the residential market, with notable applications in low-rise industrial, institutional, and commercial buildings. The insurance rates for timber, classified as combustible construction, are generally much higher than that of non-combustible alternatives. Since timber applications have been consistent in the aforementioned markets, the associated insurance has not been substantial relative to overall project budget. However, with recent code changes and advancements in mass timber products, we can build larger and taller with timber than ever before, leading to changes in insurance rates as well.

The methodology for determining insurance rates for taller wood buildings is similar to that of low-rise builds. Combine that with the relatively new nature of these building typologies and the nuances of a stressed insurance market, we are seeing policies that are becoming a significant cost of the overall project budget.

This document is intended to support your timber builds by outlining practical steps to ensure that your application for insurance is favourable, and that your project is maximizing the potential to mitigate risk. Developed with the input of insurance stakeholders, we are confident that this insider insight will increase the success of your project.

Insuring Timber Strategy

Recognizing the barriers to adoption, the Canadian Wood Council has proactively mobilized a response strategy. As a first step, we have commissioned several studies to investigate and understand the workings of the Canadian and global insurance industry as it pertains to timber construction. As Canada’s voice for wood products, we have taken it upon ourselves to begin correcting the assumptions and misinformation associated with timber construction, while providing technical leadership to the insurance industry, the construction sector, and our partners

 

ICC-ES Listing report for self-tapping screws for Canada

The ICC-ES Listing Report for Self-Tapping Screws for Canada provides third-party evaluation and listing information for self-tapping screws intended for use in Canadian construction applications. The document is intended for designers, engineers, specifiers, and code officials who require verified compliance information to support product approval and specification.

The report outlines evaluated products, applicable standards, and conditions of use relevant to Canadian building codes and regulatory requirements. It serves as a reference for understanding the scope of the listing, including performance attributes, installation parameters, and limitations associated with the evaluated self-tapping screw systems.

Developed as a compliance and reference document, the ICC-ES Listing Report supports informed decision-making and facilitates code acceptance for self-tapping screws used in wood and hybrid construction in Canada.

Hybrid buildings: what they are and why they’re gaining ground in the construction industry

This Rothoblaas document examines the growing use of hybrid building systems and the factors driving their increased adoption across the construction industry. Intended for architects, engineers, and construction professionals, the document provides an overview of how wood is combined with materials such as steel and concrete to achieve performance, efficiency, and design objectives.

The document outlines common hybrid building configurations, key structural and construction considerations, and the benefits these systems can offer, including improved constructability, structural efficiency, and project flexibility. It also explores why hybrid approaches are gaining traction, particularly in response to evolving building codes, sustainability goals, and project delivery demands.

Developed as an educational resource, this document supports a clearer understanding of hybrid construction strategies, helping project teams evaluate when and how hybrid systems can be effectively applied in contemporary building projects.

Explore our membership plans at the Canadian Wood Council and find the perfect fit for your needs. Access exclusive resources, expert support, and industry insights.
Webinar: Shearwall Connections and Lateral Systems for Wood Buildings
The Exchange
A Regionalized Industry Average EPD for Canadian Wood Trusses
A Regionalized Industry Average EPD for Canadian Softwood Lumber
An Industry Average EPD for Canadian Pre-fabricated Wood I-Joists
Guide to Encapsulated Mass Timber Construction in the Ontario Building Code
Advanced Wood Construction Action Plan
Guideline to Insuring Timber in Canada
Insuring Timber Strategy
ICC-ES Listing report for self-tapping screws for Canada
Hybrid buildings: what they are and why they’re gaining ground in the construction industry
The vulnerability of any building in a fire situation is higher during the construction phase when compared to the susceptibility of the building after it has been completed...
A structure must be designed to resist all the loads expected to act on the structure during its service life. Under the effects of the expected applied loads, the structure...
For many years, the design values of Canadian dimension lumber were determined by testing small clear samples. Although this approach had worked well in the past, there were...
A permanent wood foundation (PWF) is an engineered construction system that uses load-bearing exterior light-frame wood walls in a below-grade application. A PWF consists of...
“Durability by design” is the most important aspect of durable solutions.  It starts with using dry wood, storing it appropriately to ensure it stays dry, and then...
For outdoor applications of wood, we have a strong tradition here in North America of using our naturally durable species: Western red cedar, Eastern white cedar, yellow...
Treating Methods There are two basic methods of treating: with and without pressure. Non-pressure methods are the application of preservative by brushing, spraying or dipping...
The appearance of wood can be modified with the application of an architectural coating. Architectural coatings are surface coverings such as paints and stains applied...
Non-Pressure Treated Wood For most treated wood, preservatives are applied in special facilities using pressure. However, sometimes this isn’t possible, or the need for...
Preservative-treated wood is typically pressure-treated, where the chemicals are driven a short distance into the wood using a special vessel that combines pressure and...
Ottawa, ON, December 12, 2024 – The Canadian Wood Council (CWC) announced the recipients of the 2024 Catherine Lalonde Memorial Scholarships: Laura Walters (McMaster...
Ottawa, Ontario – September 17, 2024 — The Canadian Wood Council (CWC) and Woodsure (A division of Axis Insurance Managers Inc.) are pleased to announce a new partnership...

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