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 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.
Wood Design: A Guide for Architects and Educators
This Guide is designed to help educators increase wood content in their already crowded curricula, exposing students to the unique challenges and opportunities of designing with advanced wood systems, within the context of the program and student performance criteria established, maintained, and evaluated by the Canadian Architectural Certification Board.
Wood Design & Building Magazine, vol 24, issue 96
Buildings that stand the test of time aren’t just durable—they are cherished. When we invest in quality materials and good design, we can create buildings that people connect with. As you’ll discover in this issue, many heavy timber warehouses and factories constructed in the early 1900s remain a vital part of our cities today—not because they still serve their original purpose, but because people valued them enough to adapt, restore, and reuse them, giving them a new purpose. Fast forward a hundred years and resilient structures include many new forms. Modular construction, for example, has seen significant growth in recent years as this form of construction has transformed from a building method once considered inferior, into a method relied upon to deliver high-performance durable buildings. Alongside our features on historic timber buildings and modular construction, this issue also highlights notable projects and emerging trends shaping today’s built environment. From innovative mass timber structures to forward-thinking design solutions, we explore how thoughtful craftsmanship and smart engineering continue to define the spaces we build—and the ones we keep.
Lateral Bracing Requirements – Part 9 of the BC Building Code 2024
Purpose:This publication provides detailed guidance on the BC Building Code 2024 requirements for lateral bracing in Part 9 wood-frame houses. It explains the building material requirements and construction methods necessary to ensure houses are safe and resilient against seismic and wind loads. Impact:This illustrated guide aims to help designers and builders in British Columbia understand and implement the updated Code requirements for lateral bracing. By doing so, it enhances the structural integrity of houses, ensuring they are better protected against environmental hazards, especially earthquakes. Partners:Canadian Wood Council, National Research Council, The Province of B.C., University of Ottawa
Wood Design & Building Magazine, vol 24, issue 95
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
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.
Long-Span CLT Floors: the importance of under floor insulation for soundproofing
This Rothoblaas document explores the role of underfloor insulation in improving acoustic performance in long-span cross-laminated timber (CLT) floor systems. Intended for designers, engineers, and building professionals, the document addresses key soundproofing challenges associated with larger spans and exposed timber structures. The document explains how underfloor insulation contributes to reducing airborne and impact sound transmission, with discussion of system behaviour, material selection, and integration with CLT floor assemblies. It also highlights design and construction considerations that influence acoustic performance, including detailing, installation quality, and coordination with other building systems. Developed as a technical reference, this document supports informed design decisions for long-span CLT floors, helping project teams achieve acoustic comfort while maintaining structural and architectural objectives.
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.
Structural retrofitting techniques and fire safety regulations for structures in glulam
This Rothoblaas document provides an overview of structural retrofitting strategies for glulam buildings, with a focus on meeting fire safety regulations and performance requirements. Intended for engineers, designers, and building professionals, the document addresses key considerations when upgrading or reinforcing existing glulam structures. The document explores common retrofitting techniques, connection solutions, and system-level interventions that can enhance structural capacity while maintaining compliance with fire safety objectives. It also examines how fire regulations influence retrofit design decisions, including material selection, detailing, and protection strategies for glulam elements. Developed as a technical reference, this document supports informed retrofit planning and design, helping project teams balance structural performance, fire safety, and regulatory compliance when working with existing glulam structures.
Timber screws and connections: preventing failure through correct installation
This Rothoblaas document explores the critical role that correct installation plays in the performance and reliability of timber screws and structural connections. Aimed at designers, engineers, and construction professionals, the document highlights how improper installation practices can compromise load capacity, durability, and overall structural performance in wood construction. The document examines common causes of connection failure, including incorrect screw selection, installation angle, spacing, and edge distances. It also outlines best practices and practical considerations to help ensure timber screws and connections perform as intended, from design through on-site installation. Developed as an educational resource, this document supports improved understanding of connection behaviour in timber structures, helping project teams reduce risk, improve build quality, and achieve reliable performance through proper installation techniques.
