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Guidance for Using Alternative Solutions

Course Overview

Unlock construction innovation with our webinar, Guidance for Using Alternative Solutions. Navigate the unique pathway outside of traditional building solutions with a focus on the process in BC. Learn who to engage and when. Our experts provide insights into effective communication, the right information to include, and crafting compelling rationales for both designers and municipalities. Revolutionize your approach to construction compliance and embrace a new era of building possibilities!

Learning Objectives

  1. Understand the process and benefits of using alternative solutions for mass timber construction within the framework of current building codes – how can alternative solutions be proposed to incorporate mass timber effectively.
  2. Analyze the integration of mass timber with traditional building systems and materials to achieve compliance and enhance building performance – achieve code compliance and optimal structural, fire safety, and environmental performance.
  3. Evaluate the challenges and strategic approaches involved in navigating the approval process for mass timber alternative solutions – procedural, technical, and regulatory challenges and strategies to address them.
  4. Discuss the future implications and potential regulatory changes for mass timber construction as alternative solutions become more mainstream.

Course Video

Speaker Bio

Derek Newby
Managing Director
Perkins & Will – Vancouver and Calgary

Joe Krevs, P.L. Eng.
Code Consultant
Ratio Code Consultants Ltd.

Jeff Mitchell, M Eng, P Eng, CP
Principal
GHL Consultants

Kevin To, M Eng, P Eng, ing, CP
Code Consultant
GHL Consultants

Henning White, P.L. Eng, CFPS
Code Consultant
Ratio Code Consultants Ltd.

Optimizing Outcomes: Leveraging Design Assist for Excellence

Course Overview

Join Melissa Kindratsky, a seasoned engineering expert and Head of Engineering at Kalesnikoff, as she shares insights and strategies on leveraging Design Assist to achieve optimal outcomes in mass timber construction projects. This presentation will delve into the key principles and methodologies essential for employing Design Assist to drive excellence in project execution, with a focus on enhancing collaboration between designers, suppliers/manufacturers, builders, and stakeholders. Melissa will draw from her extensive experience in the industry, providing practical guidance and real-world examples to highlight the advantages and best practices of Design Assist, ultimately showcasing its potential for elevating project efficiency, innovation, and overall success.

Learning Objectives

  1. Understand how the development of a mass timber project differs from that of buildings designed in concrete or steel.
  2. Understand the enhanced role the material supplier / manufacturer plays in the successful delivery of mass timber projects.
  3. Explore how engaging the mass timber manufacturer early on for design assistance can help optimize the structural design of the project for maximum structural and material efficiency.
  4. Learn how design assist collaboration with the fabricator can also facilitate cost certainty, faster and more accurate building completion, shorter construction timelines, and less labor for installation.

Course Video

Speaker Bio

Melissa Kindratsky P.Eng., LEED AP BD+C
Head of Engineering
Kalesnikoff

Melissa has over 20 years of experience practicing as a structural engineer with a focus on timber structures. She has a particular expertise and passion for connection design and structural concept development and has played a key role in the design and detailing of several notable mass timber projects, including: 2150 Keith Drive, Humber College Student Residence, New Westminster Aquatic and Community Center, and many more.

KF Aerospace Centre for Excellence: Pioneering Long-Span Timber Design

Course Overview

Shaped as an aircraft, the KF Aerospace Centre for Excellence is a legacy museum and event space for Kelowna’s largest private employer, KF Aerospace. A central 2-storey hub “fuselage” is flanked by two wing-shaped hangars which house historical planes. The building showcases the latest in structural innovation and mass timber construction throughout the superstructure. From wing-shaped hangar roofs to a highly unique doubly curved CLT spiral staircase, a creative approach to structural engineering was pivotal to the design of this project.

From the start, KFCE was conceptualized with mass timber as a focus. The founder wanted to create a building with the look and feel of an airplane, while using British Columbia’s natural resources. As a result, most of the building’s superstructure uses timber: long-span hybrid timber-steel trusses in the hangars and conference space, cross-laminated timber (“CLT”) shear walls, mass timber-framed exhibition hall and a curved timber spiral stair.

StructureCraft, as Structural Engineer of Record and Timber Design-Builder, was brought on to make the design vision a structural reality. The building was designed to invite visitors in – it faces the Kelowna International Airport and is entirely glazed on the front portion. Special attention was paid to the glass hangar doors, which span 115 ft and can fully open to allow the entry of aircraft into the space.

Learning Objectives

  1. The possibilities with timber in long-span applications.
  2. How to use local, sustainable materials efficiently.
  3. Recent research & development into the use of timber-concrete composite and queen-posted dowel laminated timber.
  4. Designing for manufacture & assembly.

Course Video

Speaker Bio

Drew Willms
Regional Engineer
StructureCraft

Drew is an experienced Business Development Engineer with 10 years of experience working in pre-construction project management and estimating, as well as developing and coordinating new project opportunities. He has led StructureCraft’s estimating effort on institutional and commercial mass timber projects across North America and Asia and heads up the company’s Footbridge division. Drew is also responsible for early project engineering and 3D design, working in collaboration with the firm’s engineering department.

He joined StructureCraft after 4 years as a Regional Engineer at one of Canada’s largest civil infrastructure companies, where he coordinated the design and site supervision efforts for bridge structure installations across the Pacific Northwest. Drew is a graduate of the University of British Columbia’s Civil Engineering program.

Unlocking Insights: Mass Timber Fire Performance

Course Overview

Coming Soon

Learning Objectives

The presentation will be focused on providing a summary of the Mass Timber Demonstration Fire Test Program’s results and include the following segments:

  1. Introduction and background on what led to the demonstration fire tests.
  2. Overview of research prior to the demonstration fire tests and the contribution of the demonstration fire tests to the understanding of the fire performance of mass timber construction.
  3. Review of the five fire scenarios including the design, videos of the tests, and discussion of the results.
  4. Overview of National Research Council’s report including data collection, analysis, and conclusions.
  5. Q&A session to allow participants the opportunity to seek clarification or additional information.

Course Video

Speaker Bio

Steven Craft, PhD, P.Eng.
Founding Partner
CHM Fire Consultants Ltd

Dr. Steven Craft is a founding partner of CHM Fire Consultants Ltd located in Ottawa and Toronto, ON. He served as an Adjunct Professor in the Fire Safety Engineering Program at Carleton University from 2010- 2019 and was a Research Scientist with Canada’s National Forest Products Research Institute (FPInnovations) from 2006-2011. He has an undergraduate degree in Forest Engineering from the University of New Brunswick and a PhD in Fire Safety Engineering from Carleton University. He is the Chair of the ULC Fire Test Committee, is a Vice-chair of ASTM Committee on Fire Standards and is on the Technical Committee for the Canadian Wood Design Standard, CSA O86, where he Chairs the Task Group on Fire Resistance. Dr. Craft has been involved in over 20 significant mass timber building projects across Canada and multiple large-scale fire tests on mass timber construction.

Building Code Evolution: Understanding the Latest Mass Timber Provisions

Course Overview

WoodWorks and the BC Office of Mass Timber Implementation present a brief, but detailed technical webinar focusing on the recently adopted provincial code provisions.

Learning Objectives

Beyond the introduction of a new, 18 storey limit, you will:

  1. Learn the additional changes for various different occupancies, building heights, and construction requirements that will help you enhance your future projects with exposed or encapsulated mass timber. 
  2. Gain insights into the national landscape, understanding how these code amendments might reverberate across other provinces in Canada.

Course Video

Speaker Bio

Cameron McDonald
Technical Solutions Lead, Office of Mass Timber Implementation
Ministry of Jobs, Economic Development and Innovation

Cam is a former level 3 building official and BOABC member. He now works in the Office of Mass Timber Implementation, under the Ministry of Jobs, Economic Development and Innovation, as the Lead of Technical Solutions and played an active role in the development of the new code provisions for EMTC in BC.

Derek Ratzlaff, P.Eng., Struct.Eng., PE
Technical Director, WoodWorks BC
Canadian Wood Council

Derek began his career in the wood industry in high school working on single and multi-family light wood construction, after university and almost 20 years of structural consulting experience, Derek has worked in all types of wood construction and played key roles in the delivery of iconic BC wood structures, the Richmond Olympic Oval and Grandview Heights Aquatic Centre. He brings his experience in design and construction to support the industry as the Woodworks BC Technical Director. 

Light-Frame Solutions for Mid-Rise Buildings in High Seismic Zones

Course Overview

With recent Code changes including more stringent seismic requirements, finding efficient and high-performing structural layouts is more important than ever. It is expected that light wood frame residential mid-rise buildings will be the most affected by these changes. Join the WoodWorks BC team for this 1-hour webinar as we explore current and future strategies to meet these increased requirements through structural optimization and high-strength solutions.

Learning Objectives

  1. Analyze the most recent Code developments and how they affect the lateral design of LWF mid-rise buildings.
  2. Review typical lateral layouts and strategies to mitigate increased seismic forces.
  3. Discover alternate shearwall designs and how to review the construction of different solutions.
  4. Explore different analysis methods and their effect on lateral force distribution.

Course Video

Speaker Bio

Alejandro Coronado, P.Eng.
Technical Advisor, WoodWorks BC
Canadian Wood Council

Alejandro brings a breadth of experience having worked throughout the design and construction industry in contractor, supplier, and consulting engineering roles. Alejandro holds both a Diploma and a Bachelor’s Degree with Distinction in Civil Engineering from BCIT, specializing in structural engineering. Initially involved in single-family homes, Alejandro worked his way through the industry to eventually work on state-of-the-art, high-profile projects such as the Centre Block Base Isolation at Parliament Hill, the UBC Museum of Anthropology Great Hall Renewal Project, Royal BC Museum PARC Campus, and a mass timber campus in Silicon Valley. He was initially attracted to Mass Timber for to its unique architectural expression. However, he quickly expanded his understanding of how Mass Timber can help us tackle current social challenges. Through many years of hands-on experience, Alejandro has become a champion for sustainable construction and simple yet effective structural solutions.

Derek Ratzlaff, P.Eng., Struct.Eng., PE
Technical Director, WoodWorks BC
Canadian Wood Council

Derek began his career in the wood industry in high school working on single and multi-family light wood construction, after university and almost 20 years of structural consulting experience, Derek has worked in all types of wood construction and played key roles in the delivery of iconic BC wood structures, the Richmond Olympic Oval and Grandview Heights Aquatic Centre. He brings his experience in design and construction to support the industry as the Woodworks BC Technical Director.

T3 Bayside

Course Overview

Coming Soon

Learning Objectives

  1. Understand the design and sustainability features of the T3 Bayside project, emphasizing mass timber construction.
  2. Analyze the challenges and solutions in implementing mass timber in large-scale commercial projects – logistical, regulatory, and construction.
  3. Evaluate the benefits of mass timber in terms of construction efficiency and workplace environment – understand how mass timber construction impacts project timelines, cost-effectiveness, and creates biophilic, worker-friendly environments.
  4. Discuss the implications of mass timber construction for commercial buildings in urban settings.

Course Video

Speaker Bio

Michael Gross
Vice President Construction
Hines Canada

Michael has become a key member of the Hines Canada platform since returning to Toronto in 2014. He leads several projects, provides support to the business generation team, and takes pride in mentoring junior colleagues.

Michael’s main responsibility has been leading the delivery of Hines’ 13-acre Bayside Toronto mixed-use master planned community which includes 1,300 residential units, 500,000 sq. ft. of office space, and 115,000 sq. ft. of retail space, and several public amenities. He led a trailblazing building code approval effort for the 10-storey T3 Bayside heavy timber office project and leads the design and construction of that project. He also provides senior leadership and guidance to other construction teams across Canada– most recently for the 64-86 Bathurst Multifamily project and T3 Sterling Road.

Michael joined Hines in 2007 to work on the Dr. Philips Center for the Performing Arts in Orlando Florida after having spent a considerable part of his early career on the development and construction of arts and cultural venues. He is passionate about the quality of the built environment and the livability of cities, and this passion informs his approach to his work at Hines. Michael has served as a Board Member of St. Hilda’s Towers and Lewis Garnsworthy Residence in Toronto and the Mad Cow Theatre in Orlando.

Michael holds a Bachelor of Applied Science in Mechanical Engineering from the University of Toronto and a Bachelor of Architecture from McGill University. Outside the office, he enjoys spending time with his family, entertaining, and canoe trips.

Nicola Casciato OAA, MRAIC, AANB
Principal
WZMH

Since joining the firm in 2005, Nicola has brought a high level of energy and creativity to the design of a number of major projects, including the Durham Consolidated Courthouse, Bay-Adelaide Centre and the Caesar’s Casino in Windsor, Ontario. He joined WZMH as a Senior Designer with experience in institutional, multi-unit residential and recreational buildings. Nicola’s strengths lie within the realm of design with a deeply rooted connection to the architecture of humanism while maintaining a full understanding of the production of contract documents and contract administration. His skills were acquired through six years as an associate at Montgomery Sisam Architects, a distinguished Toronto practice, and four years of formative training at Perkins and Will, an internationally renowned Chicago practice. In recognition of his outstanding contribution to the firm, Nicola was appointed a Principal of WZMH in 2010. Nicola has a Master of Architecture from the University of Illinois and a Bachelor of Technology in Architectural Science from Ryerson University.

Jack Keays
Principal
Vortex Fire

Jack is an accomplished fire safety engineer, building code expert, and mass timber innovator with extensive project experience in Canada, Singapore, the Middle East, and North Africa. He has advanced analytical skills with the ability to recognize and address fire safety challenges while developing practical engineering solutions. With each project, Jack engages both internal and external stakeholders in constructive and collaborative relationships. Jack brings value to each project by taking a holistic approach to fire and life safety and by working closely with a cross section of disciplines to deliver optimal solutions.

Lucas Driussi
Project Manager
Eastern Construction

Lucas Driussi, project manager, is a sought-after project management resource within Eastern Construction, who provides critical leadership and direction to help guide his team and project stake holders through all phases of a project. Lucas has amassed an impressive list of diverse projects, clients, and delivery methods gained over a career that spans more than 15-years in the construction industry.

Starting as a Project Coordinator, then serving stints in the field and estimating, and then taking on the role of Assistant Project Manager and subsequently Project Manager on large-scale projects, Lucas offers extensive expertise with construction management coupled with a strong appreciation for LEAN Construction practices. Currently, Lucas is managing T3 Bayside, a LEED Gold, high-performance, mass timber commercial office building located along Toronto’s waterfront. Once complete, T3 Bayside will be the tallest wood tower constructed in North America.

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.

Canadian Nuclear Labs – Mass Timber Tour

Historical Tall-Wood Toronto

Courtesy of the Mass Timber Institute

There is much to learn from the resilient and adaptable warehouse buildings that line the streets of Canada’s historic manufacturing districts. ‘Historical Tall-Wood Toronto’ is an evidentiary database of late 19th and early 20th century vernacular brick and beam buildings that were built using the fire restrictive specifications and construction technology of Heavy Timber Mill-Construction (mill-construction) in Toronto.

Durability

Throughout history, wherever wood has been available as a resource, it has found favour as a building material for its durability, strength, cost-competitiveness, ease-of-use, sustainability, and beauty.  Wood-frame and timber buildings have an established record of long-term durability. From the ancient temples of China and Japan built in the 1000s, and the great stave churches of Norway to the numerous  North American buildings built in the 1800s, wood construction has proven it can stand the test of time.

Although wood building technology has been changing over time, wood’s natural durability properties will continue to make it the material of choice.

This website helps designers, construction professionals, and building owners understand what durability hazards exist for wood, and describes durability solutions that ensure wood, as a building material, will perform well for decades, and even centuries, to come.


Durability Guidelines

Wood structures, properly designed and properly treated, will last indefinitely. This section includes guidance on specific applications of structures that have constant exposure to the elements.

Mass timber exteriors

Modern Mass Timber Construction includes building systems otherwise known as post-and-beam, or heavy-timber, and cross laminated timber (CLT). Typical components include solid sawn timbers, glue-laminated timbers (glulam), parallel strand lumber (PSL) laminated veneer lumber (LVL) laminated strand (LSL), and CLT. Heavy-timber post and beam with infill walls of various materials is one of the oldest construction systems known to man. Historic examples still standing range from Europe through Asia to the long-houses of the Pacific Coastal first nations. Ancient temples in Japan and China dating back thousands of years are basically heavy timber construction with some components semi-exposed to the weather. Heavy-timber-frame warehouses with masonry walls dating back 100 years or more are still serviceable and sought-after as residences or office buildings in cities like Toronto, Montreal and Vancouver (Koo 2013). Besides their historic value, these old warehouses offer visually impressive wood structures, open plan floors and resultant flexibility of use and repurposing. Building on this legacy, modern mass timber construction is becoming increasingly popular in parts of Canada and the USA for non-residential construction, recreational properties and even multi-unit residential buildings. Owners and architects typically see a need to express these structural materials, particularly glulam, on the exterior of the building where they are at semi-exposed to the elements. In addition wood components are being increasingly used to soften the exterior look of non-wood buildings and make them more appealing. They are anticipated to remain structurally sound and visually appealing for the service life. However, putting wood outside creates a risk of deterioration that needs to be managed. Similar to wood used for landscaping, the major challenges to wood in these situations are decay, weathering and black-stain fungi. This document provides assistance to architects and specifiers in making the right decisions to maximize the durability and minimize maintenance requirements for glulam and other mass timber on the outside of residential and non-residential buildings. It focusses on general principles, rather than providing detailed recommendations. This is primarily focussed on a Canadian and secondarily on a North American audience.

Click here to read more

Disaster Relief Housing

Shelter needs after natural disasters come in three phases:

Immediate shelter: normally supplied by tarpaulins or light tents
Transition shelter: may be heavy-duty tents or more robust medium-term shelters.
Permanent buildings: Ultimately permanent shelters need to be constructed when the local economy recovers.

Immediate and transition shelters are typically supplied by aid agencies. Light wood frame is ideal for rapid provision of medium- to long-term shelter after natural disasters. However, there are challenges in certain climates for wood frame construction that must be addressed in order to sustainably and responsibly build them. For example, many of the regions which experience hurricanes, earthquakes and tsunamis also have severe decay and termite hazards including aggressive Coptotermes species and drywood termites. In extreme northern climates, high occupancy loads are common and when combined with the need for substantial thermal insulation to ensure comfortable indoor temperatures, can result in condensation and mould growth if wall and roof systems are not carefully designed.

The desire of aid organizations to maximize the number of shelters delivered tends to drive down the allowable cost dictating simplified designs with fewer moisture management features. It may also be difficult to control the quality of construction in some regions. Once built, “temporary” structures are commonly used for much longer than their design life. Occupier improvements over the longer term can potentially increase moisture and termite problems. All of these factors mean that the wood used needs to be durable.

One method of achieving more durable wood products is by treating the wood to prevent decay and insect/termite attack. However, commonly available preservative treated wood in Canada may not be suitable for use in other countries. Selection of the preservative and treatment process must take into account the regulations in both the exporting and receiving countries, including consideration of the potential for human contact with the preserved wood, where the product will be within the building design, the treatability of wood species, and the local decay and termite hazard. Simple design features, such as ensuring wood does not come into contact with the ground and is protected from rain, can reduce moisture and termite problems.

Building with concrete and steel does not eliminate termite problems. Termites will happily forage in a concrete or masonry block buildings looking for wood components, furniture, cupboards, and other cellulosic materials, such as the paper on drywall, cardboard boxes, books etc. Mud tubes running 10ft over concrete foundations to reach cellulosic building materials have been documented. Indeed, termites have caused major economic damage to cellulosic building materials even in concrete and steel high-rises in Florida and in southern China.

Timber bridges

Timber bridges are an excellent way to showcase the strength and durability of wood structures, even under harsh conditions, when material selection, design, construction and maintenance are done well. They could also be critical infrastructure elements that span fast rivers or deep gorges. Consequences of failure of these structures can be severe in loss of life and loss of access to communities. Durability is as critical as engineering to ensure safe use of timber bridges for the design life, typically 75 years in North America.

There are numerous examples of old wood bridges still in service in North America (Figure 1). The oldest are traditional covered bridges (Figure 2), three of which are around 190 years old. In Southeast China, Fujian and Zhejiang provinces have numerous covered bridges that are almost 1000 years old (Figure 3). The fact that these bridges are still standing is a testament to the craftsmen that selected the materials, designed the structures, built them, monitored their condition and kept them maintained and repaired. They would have selected the most durable wood species available, likely Chestnut or cedars in North America, china fir (china cedar) in southeast China. They would have adzed off the thin perishable sapwood exposing only the naturally durable heartwood. The fact the covered bridges around today all look similar is because those were the tried and tested designs that worked. They clearly designed those bridges to shed water with a wood shingle roof, vertical siding projecting below the deck and structural elements sheltered from all but the worst wind-driven rain. Any rain that did not drip off the bottom of the vertical siding and wicked up the end grain would also dry out reasonably rapidly. Slow decay that did occur at the bottom of these boards was inconsequential because it was remote from connections to structural elements. Construction must have been meticulously performed by experienced craftsmen. Those craftsmen may well have been locals that would continue to monitor the bridge over its life and make any repairs necessary. Of course, not every component in those ancient bridges is original, particularly shingle roofs that typically last 20-30 years depending on climate. These bridges have all been repaired due to decay and in some cases dismantled and re-built over the years for various reasons (e.g., due to changes in traffic loads, arson, flooding, fire, hurricanes, etc.). The Wan’an Bridge in Fujian is known to have been built in 1090, refaced in 1708 and rebuilt in 1845, 1932 and 1953. The apparently increasing frequency of rebuilding may suggest a loss of knowledge and skills, but all repairs and reconstruction prior to 1845 may not have been recorded.

Permanent Wood Foundations

A permanent wood foundation (PWF) is a strong, durable and proven construction method that has a number of unique advantages over other foundation systems for both the builder and the homeowner. The first Canadian examples were built as early as 1950 and are still being used today. PWFs can also be designed for projects such as crawl spaces, room additions and knee-wall foundations for garages and mobile homes. Concrete slab-on-grade, wood sleeper floors and suspended wood floors can all be used with PWFs.

A permanent wood foundation is an in-ground engineered construction system designed to turn a home’s foundation into useable living space. A below-grade stud wall constructed of preservative treated plywood and lumber supports the structure and encloses the living space. PWFs are suitable for all types of light-frame construction covered under Part 9 (Housing and Small Buildings) of the National Building Code of Canada, under clauses 9.15.2.4.(1) and 9.16.5.1.(1). This includes single-family detached houses, townhouses, low-rise apartments, and institutional and commercial buildings. In addition, the recently revised CSA S406 standard, Specification of permanent wood foundations for housing and small buildings, allows for three-storey construction supported by PWF.

Click here to read more


Durability Solutions

Wood has been a valuable and effective structural material since the earliest days of human civilisation. With normal good practice, wood can deliver many years of reliable service. But, like other building materials, wood can suffer as a result of mistakes made in storage, design, construction, and maintenance practices.

How can you ensure long life of a wood building? The best approach is always to remember that wood meant for dry application must stay dry. Start out by buying dry wood, store it carefully to keep it dry, design the building to protect the wood elements, keep wood dry during construction, and practice good maintenance of the building. This approach is called durability by design.

If wood won’t stay dry, you have two choices in approach. Because wet wood is at risk of decay, you must select a product with decay resistance. One choice is to choose a naturally durable species like Western red cedar. This approach is called durability by nature.

Most of our construction lumber is not naturally durable, but we can make it decay resistant by treating it with a preservative. Preservative-treated lumber is more reliably resistant to decay than naturally durable lumber. This approach is called durability by treated wood.

The level of attention you give to durability issues during the course of design depends on your decay hazard. In other words, the more that your circumstances put wood at risk, the more care you must take in protecting against  decay. In outdoor applications, for example, any wood in contact with the ground is at high risk of decay and should be pressure-treated with a preservative. For wood that is exposed to the weather but not in direct ground contact, the degree of hazard correlates with climate. The fungi that harm wood generally grow best in moist environments with warm temperatures. Researchers have developed hazard zones in North America using mean monthly temperature and number of rainy days. This map in particular shows the rainfall hazard and applies to exposed uses of wood such as decks, shingles and fence boards. A high degree of hazard would indicate a need to carefully choose a wood species or preservative treatment for maximum service life. In the future, building codes may provide more specific directives as a function of decay hazard. For wood not exposed to weather, such as framing lumber, this map is only moderately useful. This is because the environmental conditions in the wall may be substantially different than those outdoors.


Durability Hazards

Moisture, Decay, and Termites

Wood is a natural, biodegradable material.  That means certain insects and fungi can break wood down to be recycled via earth into new plant material.

Decay, also called rot, is the decomposition of organic material by fungal activity.  A few specialized species of fungi can do this to wood.  This is an important process in the forest.  But it is obviously a process to be avoided for wood products in service.

The key to controlling decay is controlling excessive moisture.  Water by itself doesn’t cause harm to wood, but water enables these fungal organisms to grow.  Wood is actually quite tolerant of water and forgiving of many moisture errors.  But too much unintended moisture (for example, a major wall leak) can lead to a significant decay hazard.  If a wood product is to be used in an application that will frequently be wet for extended periods, then measures need to be taken to protect the wood against decay.

Various types of insects can damage wood, but the predominant ones causing problems are termites.  Termites live everywhere in the world where the climate is warm or temperate.


Durability – FAQ

Please refer to the pdf documents below for Frequently Asked Questions pertaining to durability:

The Durability site is a joint CWC/ FPInnovations – website whose intent is to provide current information on the durability of wood products in order to ensure long service life of wood structures. The site is maintained and updated regularly by both groups, which ensures that architects, engineers, builders, and homeowners get answers to their inquiries regarding wood durability.

Durability

The 2025 Ottawa Wood Solutions Conference will be presented on February 5, 2025 at the National Arts Centre

December 19, 2024 (Ottawa) – The 2025 Ottawa Wood Solutions Conference will be presented on Wednesday, February 5, 2025, from 8:00 am to 5:00 pm, at the National Arts Centre, located at 1 Elgin St. in Ottawa. 

First launched over 20 years ago to serve design and construction professionals interested in building with wood, this event has evolved from a niche gathering into a cornerstone of professional education, driven by the growing demand for sustainable wood construction. The program offers a range of presentations—from technical deep dives to inspiring case studies—catering to participants at every stage of their professional journey, from newcomers to seasoned experts. Attendees can also take advantage of valuable opportunities to connect, collaborate, and expand their professional networks within the wood community. 

Conference organizers are delighted to welcome Christophe Ouhayoun of KOZ Architects (France) to share insights into the innovative, collaborative development of the Paris Olympics Athletes’ Village. His presentation will also explore the current effort underway to convert these structures into much-needed permanent housing, highlighting this progressive mass timber development as a model of adaptability and sustainability. 

Another program highlight pays tribute to the venue itself. Donald Schmitt, CM, of Diamond Schmitt Architects will present on the revitalization of the National Arts Centre, offering a behind-the-scenes look at the timber structure and prefabrication process that transformed this iconic building into a modern landmark. 

Other technical presentations include managing sound and vibration in mass timber buildings and growing Canadian capacity for industrialized wood construction, advancing wood products in our changing climate, and a discussion of the value of conventional wood frame construction in small communities where it provides job opportunities, with a specific focus on Indigenous housing projects. 

Early Bird registration of just $99+HST is available until the end of December. In the new year, registration for the conference will be $149 +HST. Delegates can find the Ottawa Wood Solutions Conference on Eventbrite or jump directly to online registration with this link: https://www.eventbrite.ca/e/2025-ottawa-wood-solutions-conference-tickets-1080654991169

A limited number of discounted passes are available for post-secondary educators and students in AEC+D programs of study. Please contact Kelsey Dayler for more information kdayler@cwc.ca 

Mass Timber House Tour
Mass Timber Buildings and Fire Safety
Vertical Additions: An innovative pathway to delivering more homes
Seismic Solutions for Resilient Wooden Structures
Plant a Seed Designing with Wood and Bio based Materials
Overview of the Canadian Mass Timber Technical Guide
Sound and Vibration in Mass Timber Buildings: A Practical Guide
Shearwall Connections and Lateral Systems for Wood Buildings
Mass Timber Construction at Canadian Nuclear Laboratories
Joining Tradition and Innovation with Mass timber Connections
Harnessing Prefabrication: How to Navigate the Design and Construction Process
Dowel Laminated Timber A new mass timber product in North America
The Mass Timber Demonstration Fire Test Program (MTDFTP) included two series of experiments: the pilot scale demonstration tests in summer 2021 in Richmond, BC [1] and the...
Canadian Nuclear Laboratories: Case Study and Environmental Impact Analysis This report showcases how Canadian Nuclear Laboratories (CNL) delivered three landmark mass timber...
Across Canada, the low-rise non-residential sector—think offices, retail stores, warehouses, and restaurants—presents a major growth opportunity for structural wood...

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