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Non-Pressure Treated Wood

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 treated wood was not apparent until after construction or building occupancy. In those cases, preservatives can be applied using methods that do not involve pressure vessels.

Some of these treatments can only be done by licensed applicators. When using wood preservatives, as with all pesticides, the label requirements of the Pest Management Regulatory Agency (in Canada) or the EPA (in the USA) must be followed.

Five categories of non-pressure treatments

Treatment during Engineered Wood Product Manufacture

Some engineered wood panel products, such as plywood and laminated veneer lumber (LVL) are able to be treated after manufacture with preservative solutions, whereas thin strand based products (OSB, OSL) and small particulate and fibre-based panels (particleboard, MDF) are not. The preservatives must be added to the wood elements before they are bonded together, either as a spray on, mist or powder.

Products such as OSB are manufactured from small, thin strands of wood. Powdered preservatives can be mixed in with the strands and resins during the blending process just prior to mat forming and pressing. Zinc borate is commonly used in this application. By adding preservatives to the manufacturing process it’s possible to obtain uniform treatment throughout the thickness of the product. 

In North America, plywood is normally protected against decay and termites by pressure treatment processes. However, in other parts of the world insecticides are often formulated with adhesives to protect plywood against termites.

Surface pre-treatment

This is anticipatory preservative treatment applied by dip, spray or brush application to all of the accessible surfaces of some wood products during the construction process. The intent is to provide a shell of protection to vulnerable wood products, components or systems in their finished form. One example would be spraying house framing with borates for resistance to drywood termites and wood boring beetles in some cases. Such treatments may also be applied to lumber, plywood and OSB to provide additional protection against mould growth.

Sub-surface pre-treatment (Depot treatment)

This is preservative treatment applied at discrete locations, not to the entire piece, during the manufacturing process or during construction. The intent is to pro-actively provide protection only to the parts of the wood product, component or systems that might be exposed to conditions conducive to decay. One example would be placing borate rods into holes drilled in the exposed ends of glulam beams projecting beyond a roof line.

Supplementary treatment

This is preservative treatment applied at discrete locations to treated wood in service to compensate for either incomplete initial penetration of the cross section, or depletion of preservative effectiveness over time. The intent is to boost the protection in previously-treated wood, or to address areas exposed by necessary on-site cutting of treated wood products. One example would be the application of a ready-made bandage to utility poles that have suffered depletion of the original preservative loading. Another example is field-cut material for preserved wood foundations.

Remedial treatment

This is preservative treatment applied to residual sound wood in products, components or systems where decay or insect attack is known to have begun. The intent is to kill existing fungi or insects and/or prevent decay or insects from spreading beyond the existing damage. One example would be roller or spray application of a borate/glycol formulation on sound wood left in place adjacent to decayed framing (which should be cut out and replaced with pressure-treated wood).

Formats of non-pressure treatments

Non-pressure treatments come in three different forms: solids, liquids/pastes, and fumigants. Unlike pressure-treatment preservatives, which rely on pressure for good penetration, these rely on the mobility of the active ingredients to penetrate deep enough in wood to be effective. The active ingredients can move in the wood via capillarity or can diffuse in water and/or air within the wood. This mobility not only allows the active ingredients to move into the wood but can also allow them to move out under certain conditions. This means the conditions within and around the structure must be understood so the loss of preservative and consequent loss of protection can be minimized. Borates, fluorides and copper compounds are particularly suitable for use as solids, liquids and pastes. Methyl isothiocyanate (and its precursors), methyl bromide, and sulfuryl fluoride are the only widely used fumigant treatments. Methyl bromide was phased out, except for very limited uses, in 2005.

Solids

The major advantage of solids in these applications is that they maximize the amount of water-soluble material that can be placed into a drilled hole, due to the high percentage of active ingredients contained in commercially-available rods. The major disadvantage is the requirement for sufficient moisture and the time needed for the rod to dissolve. The earliest and best-known solid preservative system is the fused borate rod, originally developed in the 1970s for supplementary and remedial treatment of railroad ties. These have since been used successfully on utility poles, timbers, millwork (window joinery), and a variety of other wood products. A mixture of borates is fused into glass at extremely high temperatures, poured into a mould and allowed to set. Placed into holes in the wood, the borate dissolves in any water contained in the wood and diffuses throughout the moist region. Mass flow of moisture along the grain may speed up distribution of the borate. Secondary biocides such as copper can be added to borate rods to supplement the efficacy of the borates against decay and insects. While all preservatives should be treated with respect, many users feel more comfortable dealing with borate and copper/borate rods because of their low toxicity and low potential for entry into the body.

Fluorides are also currently available in a rod form. The rod is produced by compressing sodium fluoride and binders together, or by encapsulation in a water-permeable tubing. Fluorides diffuse more rapidly than borates in water and may also move in the vapour phase as hydrofluoric acid.

Zinc borate (ZB) is a powder used to protect strand-based products. It is blended with the resins and stands during the manufacturing processes for OSB and other strand based products becomes well dispersed throughout. Zinc borate has very low water solubility and can protect strand based products from decay and termites.

Liquids, Pastes and Gels

Liquids can be sprayed or brushed on to surfaces, or poured or pumped into drilled holes. Pastes are most often brushed or troweled on, then covered with polyethylene-backed kraft paper creating a “bandage.” Pastes can also be packed into drilled holes or incorporated into ready-to-use bandages for wrapping around poles. Borates and fluorides are commonly used in these formulations because they diffuse very rapidly in wet wood. Copper moves more slowly because it reacts with the wood. For dryer wood, glycols can be added to borate formulations to improve penetration. Over-the-counter wood preservatives available for brush application are based on either copper naphthenate (a green colour), or zinc naphthenate (clear). Both are dissolved in mineral spirits-type solvents. In addition, water-borne borate/glycol formulations can also be purchased over-the-counter as roll-on liquids.

Fumigants

These treatments are typically delivered as liquids or solids; they change to a gas upon exposure to air, and become mobile in the wood as a gas. Some solid and liquid fumigants are packed in permeable capsules or aluminum tubes. Methyl isothiocyanate (MIT), and chemicals that produce this compound as they break down, are used for utility poles and timbers. This compound adsorbs to wood and can provide several years of residual protection. Sulfuryl fluoride and methyl bromide are used for tent fumigation of houses to eradicate drywood termites.

Repairing Cuts in the Treated Shell

Pressure-treated wood in the ground can undergo significant internal decay within just six or seven years if cuts, bolt holes and notches are not brush treated with a field-cut preservative. Common over-the-counter agents for this purpose include copper naphthenate (a green colour), or zinc naphthenate (clear). Both are dissolved in mineral spirits-type solvents. Other brush-on agents include water-borne borate/glycol formulations which can also be purchased at building supply outlets.

Forgetting this critical step will almost certainly shorten the life span of the product and will void any warranties on the product. Although brush-on application of wood preservatives isn’t nearly as effective as pressure-treatment, the field-cut preservatives are usually applied to the end grain, whereby the solution will soak in further than if applied to the side grain.

In FPInnovations’ field tests of these preservatives, copper naphthenate performed best. Zinc naphthenate (2% zinc), which is colourless, was not as effective but may be suitable for above-ground applications where the decay hazard is lower and if the dark green colour of copper naphthenate is undesirable. Note that the dark green of the copper-based product will fade after a few years.

2024 Catherine Lalonde Memorial Scholarships Celebrate Students Driving Innovation in the Wood Industry

Ottawa, ON, December 12, 2024 – The Canadian Wood Council (CWC) announced the recipients of the 2024 Catherine Lalonde Memorial Scholarships: Laura Walters (McMaster University) and Jiawen Shen (University of British Columbia). Both students were recognized for their academic excellence and impactful research projects in the structural wood products industry.

Established nineteen years ago, the memorial scholarships are awarded each year to graduate students whose wood research exemplifies the same level of passion for wood and the wood products industry that Catherine Lalonde tirelessly demonstrated as a professional engineer and president of the CWC.

Laura Walters
Laura is a 3rd-year graduate student pursuing a Master of Applied Science in Civil Engineering under a joint collaboration between McMaster University and the University of Northern British Columbia (UNBC). Her research project explores the use of pre-engineered beam hangers in mass timber post-and-beam systems, with a focus on the implications of design and modelling assumptions on the evaluation of structural load paths. Her work provides valuable insights into the design considerations and assumptions required for more accurate and reliable design of mass timber columns when pre-engineered beam hangers are used.

Jiawen Shen
Jiawen is a 1st year graduate student pursuing a Master in Wood Science at the University of British Columbia. Her research project focuses on the development of binderless composite bark-board cladding and insulation panels that are durable, ignition resistant, carbon neutral, and manufactured from an underutilized by-product that would otherwise be burned, landfilled, or used for low-value purposes. Collaborating with a Vancouver-based architecture firm on this project, her work is key to advancing the commercial application of these innovative cladding products.

“This year marks a historic milestone for the Catherine Lalonde Memorial Scholarship program as, for the first time, it is awarded to two exceptional women,” said Martin Richard, VP of Market Development and Communications at the CWC. “Their achievements highlight the outstanding talent driving innovation in wood research and construction. We are inspired by their contributions and the growing diversity shaping the future of wood-based solutions.”

Canadian Wood Council and Woodsure launch new partnership between the WoodWorks and Woodsure programs

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 between their WoodWorks and Woodsure programs respectively. This strategic collaboration is expected to help support the increased adoption of wood construction in Canada.

The positive influences of design innovation, advanced materials, new building codes, and the evolving priorities of society are driving change in the construction sector; in particular, these influences are driving the expanded use of advanced wood construction.

However, as with the adoption of any new technology, perceived unknowns can create barriers that need to be to overcome. One such barrier is access to insurance for this new class of technologically advanced wood buildings.

This partnership aims to empower architects, builders, and developers to choose wood with confidence, knowing they have access to robust insurance solutions that understand the complexities of wood construction. Together, we can significantly enhance the acceptance, safety, and growth of mass timber construction, recognizing it as a strategically preferred material for sustainable building practices.

Statements from Key Stakeholders

Rick Jeffery, President & CEO, Canadian Wood Council:

“We are thrilled to welcome Woodsure as a partner of our WoodWorks program. This collaboration is a natural extension of our mutual commitment to supporting wood construction, fostering growth of the wood construction sector, and encouraging increased adoption of sustainable building practices. By combining our efforts, we are confident that this partnership will have a positive impact on the industry.”

Roland Waldmeier, National Senior Vice President, Construction, Contracting, and Real Estate, Axis Insurance Managers Inc.

“We believe that insurance should not only keep pace with, but also actively support, the mass timber and wood frame industries. These sectors are vital to both social and economic objectives in Canada. Therefore, it is important for us to continually develop innovative insurance solutions that foster growth in the Canadian wood industry. By providing the necessary capacity, we make it easier for projects to secure the coverage they need.”

Connie Rowley, Senior Vice President, Woodsure:

“Supporting the mass timber industry with specialized insurance products is crucial for accelerating the adoption of wood construction. By offering tailored insurance solutions, insurers can provide the necessary capacity and confidence for developers to invest in mass timber projects. This support not only mitigates financial risks, but also fosters innovation and sustainability in construction. Enhanced insurance products can address concerns related to fire safety, structural integrity, and long term reliability, thereby reassuring stakeholders and encouraging broader acceptance of this eco-friendly building material. Consequently, this leads to a more sustainable construction industry and helps in reducing the carbon footprint.”

Industrial Buildings – A case study

Over the past two decades, new engineered mass timber products and construction techniques have changed the way we think about wood as a building material. Historic perceptions about strength, durability and fire performance have been overturned by scientific evidence and full-scale testing of prototype structures.

As a result, mass timber has begun to make its mark in the residential and commercial sectors, particularly on Canada’s West Coast. However, the market for industrial buildings continues to be dominated by tilt-up concrete and steel-frame construction, both of which have a significant environmental footprint. Tiltup concrete in particular has inherent disadvantages; concrete cannot be poured in the freezing conditions typical of Canadian winters, nor can it be easily insulated to reduce the operating energy requirements of the building.

However, the National Building Code of Canada states that a roof assembly in a building of up to two storeys is permitted to be of heavy timber construction regardless of the building area or the type of construction required, provided the building is sprinklered. In addition, the structural members in the storey immediately below the roof assembly are also permitted to be of heavy timber construction. These requirements apply equally to industrial buildings, meaning that heavy timber is a viable alternative to the materials traditionally used, and single storey industrial buildings may be constructed entirely of heavy timber.

This case study examines three recently completed industrial buildings in southern British Columbia, each of which uses engineered mass timber products and systems in a distinct and different way. Together, they offer insights into how industrial construction might evolve to offer greater environmental performance, speed and flexibility of construction, at little additional cost over traditional methods.

Brock Commons Tallwood House – University of British Columbia Vancouver Campus

A stunning coastal forest in Vancouver, BC is the gateway to the University of British Columbia (UBC) which has provided inspiration for the institution’s long-standing relationship with wood. The result is an enviable inventory of wood buildings interspersed throughout the campus which showcases ground-breaking technologies and sustainable design.

UBC’s commitment to promoting locally sourced, environmentally responsible, leading-edge engineered wood products and building technologies has culminated in the most recent addition to the UBC Vancouver Campus: the Brock Commons Tallwood House. The newest of the UBC’s student residence buildings, Brock Commons Tallwood House currently stands as the tallest contemporary hybrid mass timber building in the world.

Over the years, with an ever-increasing demand for student housing, UBC developed a preferred typology for its student residences, creating mixed-use residential hubs to enhance campus life. For this latest project, the University was determined to demonstrate the applicability of an advanced systems solution to BC’s development and construction industries while advancing its reputation as a hub of sustainable and innovative design.

Wood use from the 18th to the early 20th centuries frequently included seven-storey wood buildings; taller wood structures such as church towers and pagodas were built worldwide earlier still. Today, pushing the envelope of wood use comes with challenges. Authorities having jurisdiction and oversight of the approval process for a new generation of tall wood building designs require comprehensive scientific data to evaluate their safety since there are no prescriptive provisions in the Canadian building codes to permit them. Until such a time as building codes establish provisions for tall wood buildings, performance aspects of their design must be proven on a design-by-design basis.

Natural Resources Canada (NRCan), in recognition of the technical challenges inherent in the design and construction of modern tall wood structures, has provided targeted funding to support demonstration projects that use innovative engineered wood products and construction systems.

Mid-Rise 2.0 – Innovative Approaches to Mid-Rise Wood Frame Construction

Since the 2009 change to the British Columbia Building Code (BCBC) that increased the permissible height for wood frame residential buildings from four storeys to six, more than 300 of these structures have been completed or are underway around the province.

Most are located in the core of smaller municipalities and in the inner suburbs of larger ones, offering a more sustainable and cost-effective option for densification than concrete or steel equivalents. Most of these buildings have employed wood frame from the ground up, with a five- or six-storey building being constructed on a concrete slab-on-grade, or on top of a concrete basement parking garage; others have been constructed above one or two storeys of commercial accommodation, currently still required to be built in noncombustible construction. This requirement will change when British Columbia adopts the 2015 National Building Code of Canada (NBC), which will allow light wood frame assemblies, mass timber slab elements and wood beams and columns to be used in place of concrete or steel.

Over the past eight years, architects, engineers, municipal authorities and local fire departments have become familiar with the basic parameters of this new building type. Over the same period, market conditions have continued to evolve.

Beyond the energy conservation standards referenced by LEED and mandated by municipalities, there is an increasing interest in ultra-low energy buildings that comply with the Passive House standard, now formally administered in Canada by Passive House Canada.

There is also a growing need to explore new approaches to project delivery, particularly when building on infill lots that have little or no space for vehicles, materials storage and staging, and where the inconvenience to neighbours from the traffic, noise and dust generated by traditional site construction is increasingly disruptive.

Further revisions to the 2015 NBC to be introduced in British Columbia in 2017 will expand the permissible use of six-storey wood construction from multi-family residential (Group C) occupancies to business and personal services occupancies in Group D.

Prior to “modern” building codes, such buildings were often constructed using heavy timber post-and-beam systems, with solid timber floors. However, with the advent of new mass timber panel products, the opportunity has arisen for developers and design teams to explore new forms of wood construction, including hybrid mass timber/light wood frame construction.

In response to these new market conditions, traditional wood frame construction techniques and project delivery methods have been modified or adapted to achieve greater efficiency, economy and performance. This case study looks at three different projects in the Vancouver area, similar in having a predominantly multi-family residential program, but differing considerably in their approach to design, construction details and project delivery

Terminus

Located on the southern tip of Vancouver Island, Langford is the third largest municipality in British Columbia’s Capital Regional District. It is rapidly transitioning from a suburban community to a major urban centre and, according to the latest national census data, Langford is one of the fastest growing communities in the country (Figures 1.3, 1.4 and 1.5). The benefits of growth have been numerous; with the increased tax revenues from new development reinvested into beautification initiatives, public amenities and new facili – ties. New development has also brought new jobs, services, affordable housing, and greater housing diversity. Despite the tangible benefits of development, climate protection and sustainability remain at the forefront of the city’s Official Community Plan.

At the urban scale, increased density and the juxtaposition of commercial, residential and other uses, reduces the environmental impacts of transportation; while higher performance standards for new construction lower the greenhouse gas emissions from the operation of the buildings themselves. In addition, the City of Langford has taken a progressive position on reducing the embodied carbon of buildings, encouraging the use of mass timber to help address this increasingly important component in the overall greenhouse gas emissions equation. The City of Langford has emerged as a leading advocate for mass timber construction, with Terminus at District 56 being one of several projects to benefit from the building departments proactive approach and openness to innovation. Together with the other phases of the District 56 development, it provides a template for future development and densification of the downtown core.

R-Town Vertical 6 | Mass Timber Midrise

The R-Town V6 pilot project is the first 6-storey, mixed-use, multi-unit residential building developed in Ontario that fully employs mass timber as the main structural system. The energy-efficient wood building was designed to Passive House standards and built with lower embodied carbon materials.

The decision to use Cross Laminated Timber (CLT) for the elevator cores and exit stair enclosures helped simplify the build by eliminating the challenge of integrating a noncombustible core into a wood building. It required the team to obtain approval for an alternative solution because this approach to construction currently falls outside the prescriptive requirements for 6-storey combustible construction in Ontario’s building code.

It was the development team’s vision to bring the benefits of offsite manufacturing to the midrise market in Toronto and the panelized, tallwood design developed for R-Town V6 streamlined the assembly process and successfully demonstrated proof of concept for challenging infill developments.

This modern approach to construction accelerates and improves project delivery and the versatile, repeatable design contributes to a sustainable and much-needed increase in density along urban arterial roads, creating more attractive, desirable housing in established, walkable neighbourhoods.

Red Deer College Student Residence – Red Deer, Alberta

Red Deer College (RDC) Student Residence is a 5,800-sq.m. (60,000-sq.ft.), five-storey wooden structure with 145 units, designed and completed to meet the 300-bed demand for the Canada Winter Games in early 2019. RDC envisioned a building that would be a welcoming, fun home base for students; the college was well aware that isolation and lack of community support for students have a negative influence on their ability to perform in the classroom and can negatively impact their mental health and well-being. The goal was to create a “residence” that felt more like a home.

Manasc Isaac Architects, led by Vedran Škopac, proposed a hybrid between a student residence and a set of seven distinct “public gathering spaces,” scattered around the perimeter of all five storeys of the building. As part of the plan, Škopac’s team increased the conventional amount of social space by a factor of 10. The residence also functions as a hotel, providing accommodation for short- and longterm visits.

Another design mandate was to incorporate sustainable features, which influenced the decision to utilize a wood structure with a high performance building envelope that maximizes thermal performance and comfort. With a construction budget of $18.5 million, funding allowed for photovoltaic panels cladding the east, south and west faces, which provides approximately 45 percent of all energy the student residence requires. Although the building was not aiming for certification, it was designed to a LEED Gold standard.

As an example of an innovative approach to dormitory housing, Red Deer College Student Residence prioritizes quality of life and sustainability, while using mass timber construction to achieve both goals. These are some of the reasons it won a 2019 Wood Design & Building Canadian Wood Council Award.

Wood in Civic Buildings

This case study examines two wood buildings, both with primary retail commercial occupancies, but which employ different mass timber products to achieve very different effects. Askew’s Uptown Supermarket in Salmon Arm, BC, features an expansive nail-laminated timber (NLT) roof that appears to float above the retail floor (Figure 1.1), while the Whistler Community Services Society Building in Whistler, BC, uses a robust, utilitarian exposed glued-laminated timber (glulam) and cross-laminated timber (CLT) structure as befits the building’s industrial setting (Figure 1.2).

In April 2019 John Horgan, Premier of British Columbia, announced a new directive to require municipalities and the BC government to strongly consider the use of wood in public buildings, both as a structural material and for interior finishes. The goal of this initiative is to increase demand for BC’s wood products and to assist the forest industry in dealing with the significant impacts of climate change. To date, these have included the mountain pine beetle infestation and an increase in the frequency and severity of forest fires, both of which have had widespread negative consequences for the industry across the province.

When announcing the initiative, Premier Horgan stated: “We will expect the result to maximize the potential of the existing timber supply, maintain jobs, incorporate First Nations’ interests, and address the economic, cultural, recreational and other uses of BC’s land base.” New engineered mass timber products, supported by new legislation, now make it possible for wood to be used in a wide range of projects, both urban and rural.

This case study showcases two recent projects that illustrate the value and versatility of wood, both in its response to technical challenges and in its contribution to economic and social sustainability in communities around the province.

In Vancouver, Fire Hall No. 5 (Figure 1.1) is an example of an innovative response to rising land costs and the shortage of affordable social housing; while in the Kootenay village of Radium Hot Springs, a wealth of local wood products, manufacturing capabilities and craft skills combine in a community hall and library that can truly be called a ‘100-mile building’ (Figure 1.2).

80 Atlantic Avenue – Toronto, Ontario

Ontario’s first mass timber commercial building in over 100 years, 80 Atlantic pioneers a new urban office typology for potentially many more timber-frame projects across the province, and the country. Comprising four storeys of mass timber above a one-storey concrete podium, the 8,825-sq.m. (95,000-sq.ft.) building completes a courtyard with 60 Atlantic to create a paired commercial development. Revisions to the Ontario Building Code in 2015 made it possible to build commercial wood buildings up to six storeys high. The developer and architect saw this as an opportunity to demonstrate leadership in the rapidly developing field of mass timber, and to attract tenants seeking a premium workplace environment associated with innovation and sustainability. The client requested that the building harmonize with the Liberty Village neighbourhood, noted for its wealth of converted factories and warehouses, which attract high-calibre, creative tenants in this section of downtown Toronto.

Wood in Commercial Buildings

In 2009, the British Columbia Building Code (BCBC) was amended to permit residential buildings of up to six storeys to be constructed in wood. Since then, through a five-year code process of consultation and research, the potential for expanding these provisions to other building occupancies has been under consideration at the national code level. Changes introduced in the 2015 edition of the National Building Code of Canada (NBC) and adopted in British Columbia in 2018, have expanded these provisions to office-type buildings, but also permit mixed-type occupancies on the first two storeys. As a result, wood building types now include office, residential, mercantile, assembly, low hazard or storage/ garage uses.

This case study examines two wood buildings, both with primary retail commercial occupancies, but which employ different mass timber products to achieve very different effects. Askew’s Uptown Supermarket in Salmon Arm, BC, features an expansive nail-laminated timber (NLT) roof that appears to float above the retail floor (Figure 1.1), while the Whistler Community Services Society Building in Whistler, BC, uses a robust, utilitarian exposed glued-laminated timber (glulam) and cross-laminated timber (CLT) structure as befits the building’s industrial setting (Figure 1.2).

Design Guide for Timber Concrete Composite Floors
CLT classrooms: A pilot project in Washington State
Benefits of Building with Mass Timber
Architectural Assemblies Simplified: Understanding Structural Grids: Acoustics and Envelopes in Wood Buildings
Advancing North American Mass Timber Projects: Harnessing the Strength of Local Expertise
A Zero Carbon Hybrid Wood Supertall Future
Delivering Mid-Rise Housing Solutions – Part 2 Mass Timber
Canadian Wood Council Welcomes Federal Investment in Forestry Innovation and Housing Solutions
Wood Design & Building Magazine, vol 24, issue 98
Canadian Wood Council Applauds Nova Scotia’s Prioritization of Wood Products for Construction and Heating in Public Buildings
Feasibility of Point-Supported Mass Timber
Course Overview As part of its work related to wooden buildings, FPInnovations recently published a comprehensive technical Guide for designing timber-concrete composite...
Course Overview A pilot project in Washington State tests the use of CLT to design and construct three modular classroom buildings in Western Washington. Funded by the...
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Course Overview This session will help you to formulate effective floor and wall assemblies when designing wood structures, both light wood frame and mass timber. Discussion...
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Course Overview WoodWorks Ontario proudly presents Delivering Mid-Rise Housing Solutions Part 2: Mass Timber. YWKW is a supportive housing project that obtained funding from...
August 5, 2025 - (Ottawa, ON) The Canadian Wood Council (CWC) welcomes today’s announcement by Prime Minister Mark Carney in Kelowna, unveiling a $1.2 billion investment to...
What does it take to deliver better buildings? In this issue, we explore that question from a couple of different angles—primarily through a look at standout wood projects...
OTTAWA, ON, 18 July 2025 – The Canadian Wood Council (CWC) applauds the Province of Nova Scotia’s recent announcement regarding the prioritization of wood products for...
Tall wood buildings offer tremendous potential for low-carbon, high-performance construction, but they also introduce a distinct set of challenges not typically encountered...
Setting a new standard in Canada’s tallest mass timber structure, Soprema Insonomat system provided an ideal balance of sustainability, safety, and superior sound...

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