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A Regionalized Industry Average EPD for Canadian Wood Trusses

An Industry Average EPD for Canadian Softwood Plywood

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

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.

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.

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.

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.

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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.

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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

Privacy Policy

We are pleased to open our Call for Entries and invite North American and International submissions to the 2025 Wood Design and Building Awards program celebrating excellence in wood architecture and construction.

The Canadian Wood Council (“CWC”) is committed to upholding the confidentiality and security of your personal information. The CWC respects your right to privacy and have instituted best practices to help ensure that your personal information is handled responsibly. This Policy explains how CWC collects, uses, and discloses personal information that you knowingly provide while using this website and website content (the “Website”) and in any electronic publications, newsletters, or announcements made by it (“Electronic Communications”). By using CWC’s Web sites, you consent to our collection, use, and disclosure of the information you provide, as set out in this Privacy Policy. Any personal information provided to CWC through the Web sites will be treated with care, and subject to this Policy will not be used or disclosed in ways not consented.

1. Scope of this Policy

  • This Privacy Policy applies to the CWC and its subsidiaries with the Canadian Wood WORKS! program.

2. Information Automatically Collected

  • Non-Identifiable Information — The Website may automatically collect certain non-identifiable information regarding Website users. This non-identifiable information is used for Website and system administration purposes and to improve the Website. Your non-identifiable information may be disclosed to others and permanently archived for future use.
  • Cookies — The Website may use “cookies”, to enhance the convenience and use of the Website. You may choose to decline cookies if your browser permits, but doing so may affect your use and ability to access certain features of the Website.

3. Personal Information You Specifically Provide to the Website

  • Your Personal Information — During your use of the Website, you may be asked to voluntarily provide certain personal information (such as your name, e-mail address, postal address, and telephone number) for purposes such as facilitating communications with you and allowing you to use certain functionality of the Website.
  • Use of Your Personal Information — CWC may use your personal information to contact and correspond with you, and as otherwise permitted by law.
  • E-mails from CWC — If you provide your e-mail address, CWC may send you, from time to time, e-mail containing information about CWC and other matters it believes will interest you. At any time you may ask CWC to stop sending you e-mails and other information by contacting helpdesk@cwc.ca.
  • Tracking Information — CWC may use non-personal information to create aggregate tracking information reports regarding Website user demographics and Website traffic patterns. None of the tracking information in the reports can be connected to the identities or other personal information of individual users. CWC may also link tracking information with Website users’ personal information. Once such a link is made, all of the linked information is treated as personal information and will be used and disclosed only in accordance with this Policy, and in accordance with the law.
  • Disclosure of Your Personal Information — CWC may disclose your personal information to a government institution that has asserted its lawful authority to obtain the information or where CWC has reasonable grounds to believe the information could be useful in the investigation of unlawful activity, or to comply with a subpoena or warrant or an order made by a court, person or body with jurisdiction to compel the production of information, or to comply with court rules regarding the production of records and information, or to protect CWC’s rights and property. If CWC is involved in a merger or other reorganization, CWC may disclose your personal information to the resulting organization.
  • Storing and Securing Your Information — CWC may store and process your personal information at CWC’s office in Canada or through a third party service provider, which may or may not be located in Canada. To help protect the confidentiality of your personal information, CWC employs security safeguards appropriate to the sensitivity of the information. Nevertheless, due to the nature of the Internet and Internet technologies, security and privacy risks cannot be eliminated and CWC cannot guarantee that your personal information will not be disclosed in ways not otherwise described in this Policy.
  • Accessing Your Personal Information — You may request access to your personal information and information about CWC’s collection, use and disclosure of that information by contacting CWC at helpdesk@cwc.ca. CWC has a Privacy Officer who is responsible for the protection of personal information and compliance with privacy-related legislation in various jurisdictions. Your enquiries will be forwarded to the Privacy Officer when it is received. Subject to certain exceptions prescribed by law, you will be given reasonable access to your personal information, and will be entitled to challenge the accuracy and completeness of the information and to have it amended as appropriate. You can help CWC maintain the accuracy of your information by notifying CWC of any changes to your personal information.
  • Withdrawal of Consent — In some jurisdictions, you may withdraw your consent to the use and intention of personal information. To do this, please contact our Privacy Officer at helpdesk@cwc.ca. Additionally, we routinely provide “opt out” or “unsubscribe” instructions on our electronic communications to provide for removal of your name from future transmissions.

4. Other Matters

Your Comments — If you have any comments or questions about this Policy or your personal information, please contact CWC at helpdesk@cwc.ca.

Other Websites — The Website may contain links to other Websites or Internet resources. When you click on one of those links you are contacting another Website or Internet resource that may collect information about you voluntarily or through cookies or other technologies. CWC has no responsibility or liability for, or control over those other Websites or Internet resources or their collection, use and disclosure of your personal information.

Website Terms of Use — The Terms of Use governing your use of the Website contains important provisions disclaiming and excluding the liability of CWC and others regarding your use of the Website and provisions determining the applicable law and exclusive jurisdiction for the resolution of any disputes regarding your use of the Website. Each of those provisions also applies to any disputes that may arise in relation to this Policy and the collection, use and disclosure of your personal information, and are of the same force and effect as if they had been reproduced directly in this Policy.

Former Users — If you stop using the Website or your permission to use the Website is terminated by CWC, CWC may continue to use and disclose your personal information in accordance with this Policy as amended from time to time, and subject to compliance with the law.

Privacy Policy Changes — This Policy may be changed by CWC from time to time, without any prior notice or liability to you or any other person. The collection, use and disclosure of your personal information by CWC will be governed by the version of this Policy in effect at that time. New versions of this Policy will be posted here. Your continued use of the Website and receipt or request of any electronic communication subsequent to any changes to this Policy will signify that you consent to the collection, use and disclosure of your personal information in accordance with the changed Policy. Accordingly, when you use the Website or receive or request any electronic communication, you should check the date of this Policy and review any changes since the last version.

A Regionalized Industry Average EPD for Canadian Wood Trusses
An Industry Average EPD for Canadian Softwood Plywood
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
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
Timber screws and connections: preventing failure through correct installation
Historical Tall-Wood Toronto
Durability
Privacy Policy
CSA S406 Specification of permanent wood foundations for housing and small buildings CSA S406 is the design and construction standard for permanent wood foundations (PWF)...
The National Building Code of Canada (NBC) contains requirements regarding the use of treated wood in buildings and the CSA O80 Series of standards is referenced in the NBC...
Structural Composite Lumber (SCL) Structural composite lumber (SCL) is a term used to encompass the family of engineered wood products that includes laminated veneer lumber...
Advancements in wood product technology and systems are driving the momentum for innovative buildings in Canada. Products such as cross-laminated timber (CLT)...
A truss is a structural frame relying on a triangular arrangement of webs and chords to transfer loads to reaction points. This geometric arrangement of the members gives...
Dimension lumber is solid sawn wood that is less than 89 mm (3.5 in) in thickness. Lumber can be referred to by its nominal size in inches, which means the actual size...
As for all other building materials, a critical aspect of wood structures is the manner by which members are connected. Wood products are building materials which are easily...
Prefabricated wood I-joists are proprietary structural wood members that consist of fingerjoined solid sawn lumber or laminated veneer lumber (LVL) flanges attached to a...
By using roundwood that is often not be suitable for lumber production, wood-based panels make efficient use of the forest resource by providing engineered wood products with...
First used during World War II to make airplane propellers, laminated veneer lumber (LVL) has been available as a construction product since the mid-1970s. LVL is the most...
Laminated Strand Lumber (LSL) is one of the more recent structural composite lumber (SCL) products to come into widespread use. LSL provides attributes such as high strength...
Oriented Strand Lumber (OSL) Oriented Strand Lumber (OSL) provides attributes such as high strength, high stiffness and dimensional stability. The manufacturing process of...

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