Searching for: Mass+Timber

Searching results for “Mass+Timber” | Search instead for “Mass Timber”
146 results found...
Sort By Dropdown Icon

Wood Design & Building Magazine, vol 24, issue 96

Buildings that stand the test of time aren’t just durable—they are cherished. When we invest in quality materials and good design, we can create buildings that people connect with. As you’ll discover in this issue, many heavy timber warehouses and factories constructed in the early 1900s remain a vital part of our cities today—not because they still serve their original purpose, but because people valued them enough to adapt, restore, and reuse them, giving them a new purpose.

Fast forward a hundred years and resilient structures include many new forms. Modular construction, for example, has seen significant growth in recent years as this form of construction has transformed from a building method once considered inferior, into a method relied upon to deliver high-performance durable buildings.

Alongside our features on historic timber buildings and modular construction, this issue also highlights notable projects and emerging trends shaping today’s built environment. From innovative mass timber structures to forward-thinking design solutions, we explore how thoughtful craftsmanship and smart engineering continue to define the spaces we build—and the ones we keep.

Alternative Solutions Guide

While alternative solutions have been an important feature of the National Building Code of Canada since 2005, there remains a lack of understanding among building professionals on how to approach their use. As the construction industry evolves, with increasing innovation in design and construction capabilities, new ways of building that may not be well addressed by building codes will emerge. At the same time, tools for performance testing and simulation are becoming more widespread. In light of the diverse and evolving building industry, alternative solutions that enable new ways of building are likely to become more commonplace. A critical area where alternative solutions may be employed is in the use of mass timber construction. The introduction of mass timber construction techniques, enabled by a range of engineered wood products, associated connection technologies, and fabrication methods, has resulted in a wide range of possible building solutions that may not have been considered by building codes.

Canadian Nuclear Laboratories

Canadian Nuclear Laboratories: Case Study and Environmental Impact Analysis

This report showcases how Canadian Nuclear Laboratories (CNL) delivered three landmark mass timber buildings at its Chalk River campus while meeting the federal government’s net-zero commitments. It highlights how an Integrated Project Delivery (IPD) approach enabled collaboration across architects, engineers, and builders to achieve cost-neutral, low-carbon construction.

Readers will learn how the project team reduced embodied and operational carbon well beyond federal targets, demonstrated the fire safety and durability of mass timber, and created high-performance workplaces that enhance occupant well-being. With lessons on procurement, codes, and whole-building life cycle assessment, the case study offers a practical roadmap for governments, designers, and developers aiming to accelerate Canada’s transition to sustainable, net-zero infrastructure.

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.

MicroCredential Test

Course Overview

As cities face growing pressures around affordability, climate resilience and livability, innovative projects like Catalyst’s 18-storey CLT rental development in North Vancouver offer necessary solutions. Targeted toward architects, engineers, developers and municipal leaders this session explores mass timber construction as an affordable housing solution. Attendees will gain insight into the use of CLT in construction and the associated challenges, including structural grid constraints, moisture protection, and prefabricated balcony systems. The session will also highlight how the project achieved near cost parity with comparable concrete buildings, integrated mixed-use programming, and leveraged BIM to support coordination and the permitting process. Participants will leave with practical takeaways for applying these approaches to similar projects in other cities.

Learning Objectives

  1. Understand how tall mass timber hybrid systems can support affordable and mixed-use housing 
  2. Identify key architectural, structural, and construction challenges unique to CLT buildings 
  3. Learn practical strategies for permitting, procurement, coordination, and construction 

Authors

Annabelle Hamilton  
Executive Director
WoodWorks BC

Harrison Glotman
Principal
Glotman Simpson Consulting Engineers

Rhys Leitch
Principal
Integra Architecture Inc.

Sean Binns
Project Director
Kindred Construction

Wood Design & Building Magazine, vol 24, issue 100

Reaching one hundred issues is a milestone worthy of both celebration and reflection. Wood Design & Building, once upon a time called Wood le Bois, began as a modest trade magazine dedicated to showcasing excellence in wood architecture. Over the years we added special features and technical content that helped us grow a loyal readership and community of wood design advocates.

Recently, our cherished print magazine evolved into a digital, multi-media publication. While this transformation involved a small sense of loss for the printed ways of our past, we remain excited by the expanded potential the new format affords, with a reach far wider than we ever imagined at the outset of this journey. So, while the format may have changed, and content options expanded, our purpose has remained remarkably steady. Issue after issue, we have tried to capture not just great buildings, but the innovations, insights, and architectural aspirations that continue to expand wood’s role in contemporary design and construction.

As we look back, there is a sense of gratitude for all that has unfolded across these pages. Past editions captured early explorations in modern timber construction, the resurgence of adaptive reuse, and the steady shift toward high-performance, low-carbon buildings. Today, advances in mass timber systems, hybrid approaches, and industrialized processes are reshaping how buildings come together. Throughout this evolution, wood has been at the center of conversations about sustainability, long-term value, and design expression. The body of work published over the years reflects not only changing technologies but the steady influence of a material with deep cultural and environmental roots.

It is fitting that our 100th issue is also our special awards edition, honouring the winners of the 2025 Wood Design & Building Awards. These celebrated projects are the latest chapter in the architectural story we have been privileged to document for decades. What distinguishes them is not only their accomplishment today, but what they suggest about tomorrow: a more sustainable built environment defined by technical excellence, architectural warmth, and memorable experiences that transcend program or scale.

To everyone who has contributed, read, shared, and championed this publication—thank you. Reaching 100 issues is deeply meaningful, not because of the number alone, but because it represents a sustained conversation within a community that cares about design, innovation, and the future of building. We remain committed to documenting that evolution, and we look forward to continuing the conversation with you, discovering new stories, and celebrating the work yet to come.

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.

Plank Decking

Plank decking may be used to span farther and carry greater loads than panel products such as plywood and oriented strand board (OSB). Plank decking is often used where the appearance of the decking is desired as an architectural feature or where the fire performance must meet the heavy timber construction requirements outlined in Part 3 of the National Building Code of Canada. Plank decking is usually used in mass timber or post and beam structures and is laid with the flat or wide face over supports to provide a structural deck for floors and roofs.

Plank decking can be used in either wet or dry service conditions and can be treated with preservatives, dependent on the wood species. Nails and deck spikes are used to fasten adjacent pieces of plank decking to one another and are also used to fasten the deck to its supports.

Decking is generally available in the following species:

  • Douglas fir (D.Fir-L species combination)
  • Pacific coast hemlock (Hem-Fir species combination)
  • Various species of spruce, pine and fir (S-P-F species combination)
  • Western red cedar (Northern species combination)

In order to product plank decking, sawn lumber is milled into a tongue and groove profile with special surface machining, such as a V-joint. Plank decking is normally produced in three thicknesses: 38 mm (1-1/2 in), 64 mm (2-1/2 in) and 89 mm (3-1/2 in). The 38 mm (1-1/2 in) decking has a single tongue and groove while the thicker sizes have a double tongue and groove. Thicknesses greater than 38 mm (1-1/2 in) also have 6 mm (1/4 in) diameter holes at 760 mm (2.5 ft) spacing so that each piece may be nailed to the adjacent one with deck spikes. The standard sizes and profiles are shown below.

Plank decking is most readily available in random lengths of 1.8 to 6.1 m (6 to 20 ft). Decking can be ordered in specific lengths, but limited availability and extra costs should be expected. A typical specification for random lengths could require that at least 90 percent of the plank decking be 3.0 m (10 ft) and longer, and at least 40 percent be 4.9 m (16 ft) and longer.

Plank decking is available in two grades:

  • Select grade (Sel)
  • Commercial grade (Com)

Select grade has a higher quality appearance and is also stronger and stiffer than commercial grade.

Plank decking is required to be manufactured in accordance with CSA O141 and graded under the NLGA Standard Grading Rules for Canadian Lumber. Since plank decking is not grade stamped like dimensional lumber, verification of the grade should be obtained in writing from the supplier or a qualified grading agency should be retained to check the supplied material.

To minimize shrinkage and warping, plank decking consists of sawn lumber members that are dried to a moisture content of 19 percent or less at the time of surfacing (S-Dry). The use of green decking can result in the loosening of the tongue and groove joint over time and a reduction in structural and serviceability performance.

Individual planks can span simply between supports, but are generally random lengths spanning several supports for economy and to take advantage of increased stiffness. There are three methods of installing plank decking: controlled random, simple span and two span continuous. A general design rule for controlled random plank decking is that spans should not be more than 600 mm (2 ft) longer than the length which 40 percent of the decking shipment exceeds. Both the latter methods of installation require planks of predetermined length and a consequently there could be an associated cost premium.

 

Plank Decking

 

Profiles and Sizes of Plank Decking

Plank Decking

Low-Rise Commercial Construction in Wood

Across Canada, the low-rise non-residential sector—think offices, retail stores, warehouses, and restaurants—presents a major growth opportunity for structural wood systems, including light wood-frame, heavy timber, mass timber, and hybrid construction.

Together, retail, office, and light industrial warehouse buildings account for nearly 75% of new floor space in this market each year. Yet despite their scale, these segments continue to show low uptake of structural wood.

As retailers adapt to the shift toward online shopping and businesses compete to attract talent, the design and performance of their buildings matter more than ever. Wood offers a sustainable, visually appealing solution that enhances employee well-being and elevates commercial spaces.

This new technical publication explores the market potential, challenges, and the role wood can play in redefining this sector.

Harnessing Prefabrication: How to Navigate the Design and Construction Process

Course Overview

This course offers an in-depth discussion on the evolving landscape of modular and prefabricated construction. The course will explore how to evaluate and integrate different levels of prefabrication based on project goals, site conditions, and logistical constraints. Key topics include site planning, design coordination, transportation logistics, and navigating regulatory requirements. 

We’ll also delve into technical considerations—comparing mass timber and drywall fire ratings, evaluating STC performance, and planning for MEP sub-module integration. The session will conclude with strategies for structural design of modular systems and insights on avoiding common post-construction pitfalls. 

Grounded in lessons learned from a completed multi-family volumetric modular CLT project, this presentation offers practical tools for design professionals, engineers, and developers looking to optimize prefabrication in their projects. 

Learning Objectives

  1. Understand key decision-making criteria for selecting appropriate prefabrication strategies.
  2. Apply a framework for integrating prefabrication into project planning and delivery.
  3. Recognize technical challenges and solutions in modular design, including fire ratings, acoustics, and MEP coordination.
  4. Identify best practices for optimizing structural integration and avoiding post-construction issues.

Course Video

https://vimeo.com/1081900466

Speaker Bio

Melissa Kindratsky
Head of Engineering
Kalesnikoff

Devin Harding
Sales Manager
Kalesnikoff

Promoting Health and Wellness with Wood Architecture

The year 2020 will forever be synonymous with COVID-19. After experiencing the pandemic and its ripple effects, few would question the importance of health and wellness. What people may not consider is the impact that our surrounding environments have on our health. Research shows that incorporating wood and other natural elements into buildings can have a positive effect on occupants’ overall health and well-being. The term for this effect is called biophilia, which refers to humanity’s innate need to connect with nature.

Many industries are embracing biophilic design and its benefits. Employers are eager to create inviting spaces for their teams, hospital designs have shifted from cold and industrial-like to bright environments with wayfinding elements, and homeowners are expanding their living spaces with decks, fences, and pergolas so they can gather with friends and family outdoors. The wellness impacts of wood extend beyond the biophilic advantages of finished spaces. Mass timber buildings also benefit workers throughout the construction process by reducing construction time, and prefabricated elements contribute to cleaner, safer building sites.

The team at the Canadian Wood Council/Wood WORKS! is committed to providing design and construction professionals with the tools and information needed to build with wood. We’re going taller, we’re getting bigger, and, from coast to coast, we’re not stopping. Building with wood is the right choice, for the environment and for everyone’s well-being.

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.

Considerations in the Design & Prefabrication of Mass Timber Buildings for Architects
Considerations in the Design & Prefabrication of Mass Timber Buildings for Architects
Resource Description This resource is intended to provide educators with a clear framework for teaching the principles of mass timber design and prefabrication. The content is organized into four modules...
Quiet by Design
Course Overview Join us for Quiet by Design, an in-depth course exploring how to achieve consistent, high-performing acoustics in mass timber projects. In partnership with AcoustiTECH, a panel of leading acoustic experts...
Large-Scale Fire Tests of A Mass Timber Building Structure
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 large scale fire...
Simplified and Sustainable Acoustic Solutions for High-Performance Mass Timber Buildings
...performance in mass timber buildings. Learning Objectives Identify the latest systems solutions in the marketplace. Understand how to mitigate flanking paths. Explore impact sound solutions for exposed mass timber ceilings....
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...
Exploring the Role of Mass Timber – Industrial Buildings and Warehouse Construction
The emerging use of mass timber in industrial buildings presents promising opportunities that are shaping the future of construction in this sector. As a sustainable and economically competitive alternative, mass...
Steel Castings
...Building at UMASS Amherst, and Roy Bickell Public School in Grand Prairie, and learn how designers successfully married timber and steel castings. We’ll also explore various fastening methods, study lessons...
The Sara Cultural Centre
...constructed of over 13 000 m3 of locally sourced timber. The diverse areas of use employ a range of innovative solutions in mass timber and steel construction to handle spans,...
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....
Tall Wood Buildings – Research
Tests Current research includes the World’s largest mass timber fire test – click here for updates on the test results currently being conducted https://firetests.cwc.ca/ Studies “The Historical Development of the...
Mass Timber Construction Success Checklist
...timber construction – are aligned on these unique requirements helps avoid costly delays and, more importantly, positions the team to fully capitalize on the benefits mass timber has to offer....
Mid-Rise Buildings – Research
...(2014) Testing Other Reports Final Report – Full-scale Mass Timber Shaft Demonstration Fire (including the National Research Council test report as an Appendix), by FPInnovations (April 2015) Full Scale Exterior...
Course Overview Concrete, steel, and aluminum are responsible for 23% of the world’s total CO2 emissions. While a portion of those emissions come from other industries, the...
Tall wood buildings offer tremendous potential for low-carbon, high-performance construction, but they also introduce a distinct set of challenges not typically encountered...
Course Overview In Canada, we are fortunate to have both structural engineers and architects who, because of the numerous benefits, would like to work with wood whenever they...
Course Overview Offsite construction is transforming the building industry by shifting key processes from traditional sites to controlled factory environments. This approach...
Course Overview This course will cover two new free online tools developed by CWC: CodeCHEK and FRR & STC Tool. CodeCHEK helps designers to determine if and when...
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...
Course Overview An overview of traditional, state of the art and innovative wood fasteners and connectors. This course is of particular interest to structural engineers and...
Course Overview This comprehensive course delves into the latest advancements in wood shearwall systems and connections, featuring critical updates from the 2020 National...
As interest in mass timber construction continues to grow in a more carbon-friendly world, examples of innovative projects using these sustainable materials are popping up...
Connection design variability is often considered to be a significant cost driver for mass timber projects, yet designers often lack clear guidance on what standard solutions...
Course Overview Wood and mass timber are increasingly being specified for all kinds of buildings and spaces in BC, including mid-rise and taller residential apartments...
There’s no reason a wood structure can’t last virtually forever – or, at least hundreds of years, far longer than we may actually need the building. With a good...
1
2
3

Get Access to Our Resources

Stay in the loop and don’t miss a thing!

What’s Your Occupation?

Help us personalize the content for you.

What Interests You the Most?

Help us personalize the content for you.

Filters

Expertise Icon
Field of Expertise
Province Icon
Province
Member Type Icon
WoodWork National Partners

Filters

Post Type Icon
Post Type
Persona Icon
Persona
Language Icon
Language
Tags Icon
Tags
Mass Timber Plus Icon Environment Plus Icon Safety Plus Icon Durability Plus Icon Design Systems Plus Icon Budget Plus Icon Construction Management Plus Icon Fire Resistance Plus Icon Tall Buildings Plus Icon Short Buildings Plus Icon
Date Icon
Date
Line Separator