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Remedial Treatment

Since remedial treatment is intended to solve a known insect or decay problem, the first thing to do is investigate the extent of the problem and, if necessary, provide temporary structural support. The investigation phase should also identify the causal factors so that these can be eliminated, where possible. Also during the investigation, the parts of the wood that have lost strength may be removed. Be aware that a wood decay fungus may have penetrated well beyond the boundaries of the visibly rotted wood. Since deterioration is underway, a rapid response is normally required. This means that where the deteriorated and infected wood cannot be removed and replaced with sound wood, the remedial treatment must be capable of rapidly penetrating the wood and killing the fungi or insects.

Solids

Since solids take time to dissolve and move, they are commonly supplemented by liquid treatments for more rapid eradication of the decay fungus or insect. Borate and copper/borate rods are the only solid remedial treatment method available to the homeowner.

Liquids, Pastes and Gels

Liquids, pastes and gels work rapidly as they do not have to rehydrate or dissolve to start moving and working. Since all visibly decayed wood should be removed wherever possible, these treatments are often used primarily to kill and contain any residual infection inadvertently left behind. Brush or spray applications are quite appropriate for this use. Gels are commonly applied to paint cracks in window joints and to the bottom of door frames, locations where moisture may get into the wood. Where decayed wood is present inside poles and timbers and cannot be removed, liquids, pastes or gels must be inserted deep into the wood for rapid action.

Fumigants

Gases move the most rapidly and therefore have a faster eradicant action.

Factory Finishing

  • Select heartwood where possible to minimize nutrient content of wood surfaces and prevent nutrients migrating through the coating to support fungal growth on the surface.
  • Round all corners to minimum 5 mm radius to eliminate sharp edges where coating can thin out.
  • Prepare surface by sanding with 100 grit sandpaper to physically and chemically activate the surface.  Pretreatment and coating should be applied immediately after sanding. Research shows sanding can double coating life.
  • Pretreat with an aqueous formulation containing a UV absorber designed to absorb the visible light that must penetrate transparent coatings to permit the wood to be visible. If the subsequent coating is not completely opaque to UV light, a hindered amine light stabilizer should be added to the visible light protection system. Not only does a visible light protection system prevent degradation of the wood-coating interface, it also prevents release of lignin breakdown products that can be used as a food source by black-stain fungi and prevents light induced breakdown of the biocide components. This pre-treatment must also contain three low-dose carbon-based biocides with differing chemistries to provide cross protection against detoxification and with complementary spectra of activity providing resistance to the full range of black-stain fungi. It should ideally have water repellent properties and must maintain wood surface pH close to neutral or slightly alkaline.
  • Apply a transparent water-based catalyzed urethane coating, containing organic and inorganic UV absorbers with absorbance that extends from UVB through to the high-energy part of the visible spectrum (violet light). The coating must virtually eliminate UV from penetrating to the wood, preventing breakdown of wood, biocides and water repellents. This coating will be formulated to be damp-wood friendly to allow application soon after pre-treatment. It will contain no nutrients for fungal growth. It must have an optimum combination of moisture excluding efficiency and vapour permeability to minimize moisture uptake and allow drying after rain. The first coat to be designed to penetrate and bond to the wood, subsequent coats to be designed to ensure maximum intercoat adhesion without sanding between coats. Sufficient coats to be applied to give a film thickness no less than 60 microns to minimize the ability of black-stain fungi to penetrate the film with their infection pegs. The surface layer to have sheeting rather than beading properties to ensure rapid drying after rain or dew, reducing the time available for spore germination.

Additional detailed information on coating wood surfaces has been assembled by the Joint Coatings and Forest Products Committee (http://www.fpl.fs.fed.us/documnts/pdf2004/fpl_2004_bonura001.pdf, 2004).

Glossary

Acrylic

A type of water-borne coating product containing acrylic polymers.

Alkyd

A type of polyester resin. Term often used to signify solvent-borne coatings, e.g., oil paints.

Backpriming

The application of a finish coat to the back side of wood such as shingles or siding.

Binder

The non-volatile film-forming solid portion in a coating, which binds the pigment particles together after the film is dry and creates the bond with the substrate.  Typical binders include alkyd resins, acrylic resins and polyurethane resins.

Bleeding

When the colour of a discolouration or other material works up through a coating to the surface.  Commonly used to describe leaching of tannins in extractive species like western red cedar and redwood (typically happens for the first year or so if not stain blocked).

Blistering

When a coating forms bubbles due to air, water vapour or solvent under the film.

Dry lumber

Lumber which has been dried to a moisture content of 19% or less. Any 4” and thinner boards or dimension lumber surfaced at a moisture content (MC) of 19% or less may be stamped “S-DRY” and stamped “KD” if kiln-dried to a maximum moisture content of 19%.  Lumber in the USA may be stamped “KDAT” if kiln-dried after pressure treatment with preservatives.

Enamel

Generic term for an alkyd-based pigmented coating that dries to a smooth, hard, glossy finish.  The term is often more broadly used for a coating which gives a hard, stain-resistant film.

Extractives

Soluble chemicals particularly present in the heartwood of some species which provide the wood with resistance to decay and insects.

Fungicide

A substance which inhibits the growth of fungus.  Often added to coatings to protect the coatings themselves from fungal growth.

Latex

Term used to signify water-borne paints.

Lacquer

Coating material characterized by rapid evaporation of the solvent to produce a thin, hard film.

Linseed oil

Obtained by crushing flax seeds, this natural oil can be used as a vehicle in paints, as a softening agent for the resins in varnishes, or can be used alone as a wood finish material.  Raw linseed oil is a food source for fungi and must be boiled to destroy these nutrients. Most “boiled” linseed oil is not boiled but contains metallic dryers and biocides.

Oil-based paints

Paints using natural oils such as linseed or tung oil as the binder, with turpentine as the usual solvent.  The term is now usually used to refer to paints with both alkyds and oil as the binders, and with a carrier of mineral spirits or other solvents.

Paint

An opaque coating generally made with a binder, liquids, additives and pigments. Applied in liquid form, it dries to form a continuous film that protects and improves the appearance of the substrate.

Pigment

Finely ground solids that impart colour, hiding power (opacity) and ultraviolet protection.

Pitch

Also called resin, this sticky substance is a mixture of rosin and turpentine and is found in most softwoods but particularly the pines, spruces and Douglas-fir.  Can ooze from the pitch pockets and sometimes the knots for a year or two if not set by kiln-drying.  Resin can bleed through finishes and will harden into beads, but this can be cleaned up with mineral spirits and will stop eventually.

Primer

The first complete coat of paint applied in a painting system. Many primers are designed to enhance adhesion between the surface and subsequent topcoats. Most primers contain some pigment, some lend uniformity to the topcoat, some inhibit corrosion of the substrate, and some stop the discolouration of the topcoat.

Resin

For tree resin, see Pitch. In coatings, see Binder.

Sealer

A liquid that seals wood pores so they will not absorb subsequent coats.  Sealers may be transparent, and can act as primers. Some sealers are designed to be left uncoated.

Semi-transparent stain

Stain that alters the natural colour of the wood, yet allows the grain and texture to show through. The term is generally applied to exterior products, but technically applies also to interior wiping stains used for trim, furniture and floors.

Shellac

Alcohol-soluble, clear to orange-coloured resin derived from lac, a substance secreted by insects.  Previously used as a sealer and clear finish for floors, for sealing knots, and in “alcohol-borne” primers; rarely in use anymore. Thinner is denatured alcohol. It is an environmentally friendly product and usually available from finish suppliers.

Solid-colour stain

Exterior stain that obscures the natural colour and grain of wood, but still allows the texture to show through – essentially, a thin paint.

Stain

A coating product which can either be opaque such as a solid colour stain or partly transparent such as a semi-transparent stain. Also refers to wood discolourations such as discolourations caused by tannins in wood extractives, or stain caused by fungi such as bluestain.

Solvent

In generic coatings terminology, refers to the volatile liquid used to improve the working properties of a coating, typically water or hydrocarbons.  In “solvent-borne” coatings, refers specifically to a coating based on hydrocarbons.

Tung oil

Obtained from the nut of the Asian tung tree. Hardly ever used in the raw state as it dries to a non-lustrous finish.  Used in varnishes.

Varnish

Generic term for clear film-forming finish. Transparent or translucent liquids applied as a thin film, which harden.  Can be solvent or water-borne.

VOC

Volatile organic compound.  VOCs are organic chemical compounds that have high enough vapour pressures under normal conditions to significantly vaporize and enter the atmosphere where they may participate in photochemical reactions. They are often associated with solvents, typically considered to be pollutants, and are the subject of regulations in many jurisdictions.

Wood Design & Building Magazine, vol 24, issue 98

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 that demonstrate wood design excellence, but also through a thoughtful feature on offsite prefabrication that invites the construction industry to think critically about how we build and what it will take to build better. Through enhanced collaboration and the expanded use of technology, prefabricated construction—an approach especially well-suited to wood—is transforming the way we design and deliver buildings.

This fall, the Canadian Wood Council is proud to support Woodrise 2025, an international conference coming to Vancouver, British Columbia. As part of this event, the 5th International Congress on tall wood construction, we’ve curated nine immersive tours that offer attendees a unique opportunity to step inside some of the region’s most compelling wood projects for a firsthand look at the leadership and innovation happening here.

If you believe one of the best ways to learn about a building is to walk through it—this is your chance. The full tour lineup is available now at www.woodrise2025.com/offsite-tours. Join us to explore everything from sustainable forest management and advanced manufacturing to some of the region’s most iconic mass timber buildings – experiences that bring together the people, materials, and design approaches shaping the future of low-carbon construction in B.C. and beyond.

We hope this issue inspires you to keep exploring what’s possible with wood—whether in your own projects or out with us on tour.

Wood Bridge Design

Resource Description

This comprehensive pedagogical resource presents two detailed mass timber projects, developed to support educators in teaching advanced wood construction concepts.

The first project is a 3-storey mass timber office building featuring a Glulam post-and-beam main structural system supporting CLT floor and roof panels. The case study includes extensive engineering calculations for the primary structure, detailed analyses and design of CLT shear walls, and full calculations for all major connections. Sample construction documents are provided at the end of the case study, offering practical examples of how the design can be implemented. The resource is complemented by a fully detailed architectural and structural Revit model, providing a complete digital representation of the project. An accompanying Design Example illustrates practical applications of the design principles, helping students connect theoretical concepts with real-world practice.

The second component focuses on timber highway bridge design. Key reference materials include Wood Highway Bridges (CWC), the Canadian Highway Bridge Design Code 2014 (CHBDC), CAN/CSA O86-14, and the Ontario Wood Bridge Reference Guide. The material covers wood bridge systems—including decks, superstructures, and substructures—with examples from Canada, the United States, and Europe demonstrating a variety of timber bridge types and designs. Durability considerations are emphasized, including protective roofing, preservative treatments, moisture control, proper detailing for drainage and airflow, and the use of corrosion-resistant connectors. A detailed design example of an 18 m single-span vehicular bridge is included, featuring transverse glulam deck panels on glulam girders. Structural analyses for deck panels and girders, stiffener beams, diaphragms, and major connections are provided, with calculations and code-based design methods aligned with CHBDC standards.

Together, these projects provide educators with a robust, ready-to-use teaching package that integrates theoretical knowledge, engineering calculations, construction documentation, and digital modeling. The resource supports instruction in both building and bridge mass timber systems, allowing students to explore structural design, durability, load transfer, and practical implementation in real-world contexts. It is intended to facilitate comprehensive learning in wood construction, bridging the gap between classroom theory and professional practice.

Acknowledgments

Lead Authors
Canadian Wood Council

Usage and Citation Guidelines

These teaching materials were developed by the Canadian Wood Council. The content is provided free of charge for teaching and educational purposes only. Any commercial use, redistribution, or modification outside of academic teaching is strictly prohibited.

When using these resources in any context that requires citation, please use the format below.

Author(s). (Year). Title of module [Teaching Module]. Funded and published by the Canadian Wood Council.

Mid Rise Engineering Considerations for Engineered Wood Products – 2024 Edition

Course Overview

While many designers are familiar with engineered wood products such as I‐joists and structural composite lumber, it is important to understand the structural requirements associated with each in order to achieve proper performance—especially in mid‐rise Construction. With an emphasis on products used in commercial and multi‐family buildings, this presentation will cover engineered wood product acceptance, testing requirements, lateral design, and proper detailing.

Learning Objectives

  1. Testing requirements and acceptance of wood I‐joists and structural composite Lumber (SCL) products.
  2. Dimension stability in regards to moisture content changes and the differences between solid wood products.
  3. Lateral design, including information on I‐joist diaphragm capacities and the detailing of rim board connections.
  4. Fire resistance design, including wood I‐joist assembly requirements and SCL char rate equivalency to solid wood.

Course Video

https://vimeo.com/1046524095

Speaker Bio

Jeff Olson, P.E., P.Eng.
Boise Cascade EWP, White City, OR

Jeff is currently the Technical Services Manager for Boise Cascade, Engineered Wood Products division. He has over 30 years of experience in the design and testing of engineered wood products and is licensed as a Professional Engineer in several western Canadian provinces and U.S. states.

Resilience

Individuals in the design and construction community are increasingly choosing materials, design techniques and construction procedures that improve a structure’s ability to withstand and recover from extreme events such as intense rain, snow and wind, hurricanes, earthquakes and wildfire. As a result, specifying robust materials and design details, and constructing flexible and easily repairable buildings are becoming important design criteria.

Resilience is the ability to prepare and plan for, absorb, recover from, and more successfully adapt to adverse events. For a building, this means being designed to withstand and recover quickly from adverse situations such as flooding and high winds, with an acceptable level of functionality. A structure built to withstand such natural disasters with minimal damage is easier to repair and can contribute to sustainable development. Designing for resilience can contribute to minimizing human risk, reducing material waste and lowering restoration costs.

As a result of shifting weather patterns due to climate change, there is a growing interest in adaptation and designing for resilience. Higher temperatures can increase the odds of more extreme weather events, including severe heat waves and regional changes in floods, droughts and potential for more severe wildfires. There are more intense and more frequent hurricanes, and precipitation often comes in the form of intense single-day events. Warmer winter temperatures cause water to evaporate in the air and if the temperature is still below freezing, this can lead to unusually heavy snow, sleet or freezing rain, even in years when snowfall is lower than average.

A resilient building is able to deal with changes such as a heavier snow load, wider temperature fluctuations, and more extreme wind and rain. Existing wood buildings can be easily adapted or retrofitted if there is a need for increased wind or snow loading. Wood buildings that are properly designed and constructed perform well in all types of climates, even the wettest. Wood tolerates high humidity and can absorb or release water vapour without compromising the structural integrity.

In some regions, climate change is seen to be contributing to increasingly complex wildfire seasons, which results in greater risk of extreme wildfire events. Some wildland fire regulations target specific construction features in wildland-urban interface areas, such as exterior decks, roof coverings, and cladding. A number of wood products meet these regulations for various applications, including heavy timber elements, fire retardant treated wood and some wood species that demonstrate low flame spread ratings (less than 75).

 

For further information, refer to the following resources:

Resilient and Adaptive Design Using Wood (Canadian Wood Council)

American Wood Council

American Institute of Architects

Wood in Low-Rise Commercial Buildings

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 can. While many are comfortable using wood in traditional applications and in buildings that are relatively small in scale, not all have the requisite experience working with wood (whether traditional light wood-frame, heavy timber, or new engineered mass timber systems) in larger, non-traditional applications. In this context, the main purpose of this presentation is to demonstrate how a variety of structural wood systems can be successfully applied to a range of large-scale, low-rise building types – ones more typically constructed of steel. We believe that providing sound examples of structural wood systems for non-traditional applications can be a powerful tool to encourage developers, builders, architects, and engineers to use wood as the primary structural material in these types of buildings.

Learning Objectives

  1. Importance of the Low-Rise Market.
  2. Scope and Content of the Low-Rise Guide.
  3. Review of Mass Timber and Hybrid Structural Systems Applicable to Low-rise Buildings.
  4. Review of Light Framing Structural Systems Applicable to Low-rise Buildings.

Course Video

https://vimeo.com/1046518839

Speaker Bio

Claude Lamothe
President
Intra-Bois Inc.

Claude Lamothe, President Intra-Bois Inc. Claude graduated from McGill University in 1985 with a Civil Engineering Bachelor Degree. He worked four years in the lumber truss and steel industries before joining Trus Joist. After five years as a Technical Sales Representative and three years as Eastern Canada Regional Sales Manager, Claude joined Domtar Lumber Division as Marketing Manager and then worked for Goodfellow as Manager Engineered Wood Products. From 2002 to 2012, Claude was Sales Manager Structural & Industrial Segments for the Lumber Division of Resolute Forest Products. In 2012, Claude founded its own consulting firm Intra-Bois Inc. Intra-Bois offers structural engineering services and has performed several market studies for major North American forest products companies.

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

Treated Wood

When you want to use wood that is not naturally decay resistant in a wet application (outdoors, for example) or where it may be at risk for insect attack, you need to specify preservative-treated wood. This is lumber that has been chemically treated to make it unattractive to fungi and other pests. In the same way that you would specify galvanized steel where it would be at risk of rusting, you specify treated wood where it will be used in a setting conducive to decay. 

Wood does not deteriorate just because it gets wet. When wood breaks down, it is because an organism is eating it as food. Preservatives work by making the food source inedible to these organisms.

Properly preservative-treated wood can have 5 to 10 times the service life of untreated wood. This extension of life saves the equivalent of 12.5% of Canada’s annual log harvest.

Preserved wood is used most often for railroad ties, utility poles, marine piles, decks, fences and other outdoor applications. Various treatment methods and types of chemicals are available, depending on the attributes required in the particular application and the level of protection needed.

Energy Efficiency

Of all the energy used in North America, it is estimated that 30 to 40 percent is consumed by buildings. In Canada, the majority of operational energy in residential buildings is provided by natural gas, fuel oil, or electricity, and is consumed for space heating. Given the fact that buildings are a significant source of energy consumption and greenhouse gas emissions in Canada, energy efficiency in the buildings sector is essential to address climate change mitigation targets.

As outlined in the Pan-Canadian Framework on Clean Growth and Climate Change, the federal, provincial and territorial governments are committed to investment in initiatives to support energy efficient homes and buildings as well as energy benchmarking and labelling programs.

Despite the expanding number of choices for consumers, the most cost-effective way to increase building energy performance has remained unchanged over the decades:

• maximize the thermal performance of the building envelope by adding more insulation and reducing thermal bridging; and

• increase the airtightness of the building envelope.

The building envelope is commonly defined as the collection of components that separate conditioned space from unconditioned space (exterior air or ground). The thermal performance and airtightness of the building envelope (also known as the building enclosure) effects the whole-building energy efficiency and significantly affects the amount of heat losses and gains. Building and energy codes and standards within Canada have undergone or are currently undergoing revisions, and the minimum thermal performance requirements for wood-frame building enclosure assemblies are now more stringent. The most energy efficient buildings are made with materials that resist heat flow and are constructed with accuracy to make the best use of insulation and air barriers.

To maximize energy efficiency, exterior wall and roof assemblies must be designed using framing materials that resist heat flow, and must include continuous air barriers, insulation materials, and weather barriers to prevent air leakage through the building envelope.

The resistance to heat flow of building envelope assemblies depends on the characteristics of the materials used. Insulated assemblies are not usually homogeneous throughout the building envelope. In light-frame walls or roofs, the framing members occur at regular intervals, and, at these locations, there is a different rate of heat transfer than in the spaces between the framing members. The framing members reduce the thermal resistance of the overall wall or ceiling assembly. The rate of heat transfer at the location of framing elements depends on the thermal or insulating properties of the structural framing material. The higher rate of heat transfer at the location of framing members is called thermal bridging. The framing members of a wall or roof can account for 20 percent or more of the surface area of an exterior wall or roof and since the thermal performance of the overall assembly depends on the combined effect of the framing and insulation, the thermal properties of the framing materials can have a significant effect on the overall (effective) thermal resistance of the assembly.

Wood is a natural thermal insulator due to the millions of tiny air pockets within its cellular structure. Since thermal conductivity increases with relative density, wood is a better insulator than dense construction materials. With respect to thermal performance, wood-frame building enclosures are inherently more efficient than other common construction materials, largely because of reduced thermal bridging through the wood structural elements, including the wood studs, columns, beams, and floors. Wood loses less heat through conduction than other building materials and wood-frame construction techniques support a wide range of insulation options, including stud cavity insulation and exterior rigid insulation.

Research and monitoring of buildings is increasingly demonstrating the importance of reducing thermal bridging in new construction and reducing thermal bridges in existing buildings. The impact of thermal bridges can be a significant contributor to whole building energy use, the risk of condensation on cold surfaces, and occupant comfort.

Focusing on the building envelope and ventilation at the time of construction makes sense, as it is difficult to make changes to these systems in the future. High performance buildings typically cost more to build than conventional construction, but the higher purchase price is offset, at least in part, by lower energy consumption costs over the life cycle. What’s more, high performance buildings are often of higher quality and more comfortable to live and work in. Making buildings more energy efficient has also been shown to be one of the lowest cost opportunities to contribute to energy reduction and climate change mitigation goals.

Several certification and labeling programs are available to builders and consumers address reductions in energy consumption within buildings.

Natural Resources Canada (NRCan) administers the R-2000 program, which aims to reduce home energy requirements by 50 percent compared to a code-built home. Another program administered by NRCan, ENERGY STAR®, aims to be 20 to 25 percent more energy efficient than code. The EnerGuide Rating System estimates the energy performance of a house and can be used for both existing homes and in the planning phase for new construction.

Other certification programs and labelling systems have fixed performance targets. Passive House is a rigorous standard for energy efficiency in buildings to reduce the energy use and enhance overall performance. The space heating load must be less than 15 kWh/m2 and the airtightness must be less than 0.6 air changes per hour at 50 Pa, resulting in ultra-low energy buildings that require up to 90 percent less heating and cooling energy than conventional buildings.

The NetZero Energy Building Certification, a program operated by the International Living Future Institute, is a performance-based program and requires that the building have net-zero energy consumption for twelve consecutive months.

Green Globes and Leadership in Energy and Environmental Design (LEED) are additional building rating systems that are prevalent in the building design and construction marketplace.

 

For further information, refer to the following resources:

Thermal Performance of Light-Frame Assemblies – IBS No.5 (Canadian Wood Council)

National Energy Code of Canada for Buildings

Natural Resources Canada

BC Housing

Passive House Canada

Green Globes

Canadian Green Building Council

North American Insulation Manufacturers Association (NAIMA)

International Living Future Institute

Nails

Nailing is the most basic and most commonly used means of attaching members in wood frame construction. Common nails and spiral nails are used extensively in all types of wood construction. Historical performance, along with research results have shown that nails are a viable connection for wood structures with light to moderate loads. They are particularly useful in locations where redundancy and ductile connections are required, such as loading under seismic events.

Typical structural applications for nailed connections include:

  • wood frame construction
  • post and beam construction
  • heavy timber construction
  • shearwalls and diaphragms
  • nailed gussets for wood truss construction
  • wood panel assemblies

Nails and spikes are manufactured in many lengths, diameters, styles, materials, finishes and coatings, each designed for a specific purpose and application.

In Canada, nails are specified by the type and length and are still manufactured to Imperial dimensions. Nails are made in lengths from 13 to 150 mm (1/2 to 6 in). Spikes are made in lengths from 100 to 350 mm (4 to 14 in) and are generally stockier than nails, that is, a spike has a larger cross-sectional area than an equivalent length common nail. Spikes are generally longer and thicker than nails and are generally used to fasten heavy pieces of timber.

Nail diameter is specified by gauge number (British Imperial Standard). The gauge is the same as the wire diameter used in the manufacture of the nail. Gauges vary according to nail type and length. In the U.S., the length of nails is designated by “penny” abbreviated “d”. For example, a twenty-penny nail (20d) has a length of four inches.

The most common nails are made of low or medium carbon steels or aluminum. Medium-carbon steels are sometimes hardened by heat treating and quenching to increase toughness. Nails of copper, brass, bronze, stainless steel, monel and other special metals are available if specially ordered. Table 1, below, provides examples of some common applications for nails made of different materials.

TABLE 1: Nail applications for alternative materials

Material Abbreviation Application
Aluminum A For improved appearance and long life: increased strain and corrosion resistance.
Steel – Mild S For general construction.
Steel – Medium Carbon Sc For special driving conditions: improved impact resistance.
Stainless steel, copper and silicon bronze E For superior corrosion resistance: more expensive than hot-dip galvanizing.

Uncoated steel nails used in areas subject to wetting will corrode, react with extractives in the wood, and result in staining of the wood surface. In addition, the naturally occurring extractives in cedars react with unprotected steel, copper and blued or electro-galvanized fasteners. In such cases, it is best to use nails made of non-corrosive material, such as stainless steel, or finished with non-corrosive material such as hot-dipped galvanized zinc. Table 2, below, provides examples of some common applications for alternative finishes and coatings of nails.

TABLE 2: Nail applications for alternative finishes and coatings

Nail Finish or Coating Abbreviation Application
Bright B For general construction, normal finish, not recommended for exposure to weather.
Blued Bl For increased holding power in hardwood, thin oxide finish produced by heat treatment.
Heat treated Ht For increased stiffness and holding power: black oxide finish.
Phoscoated Pt For increased holding power; not corrosion resistant.
Electro galvanized Ge For limited corrosion resistance; thin zinc plating; smooth surface; for interior use.
Hot-dip galvanized Ghd For improved corrosion resistance; thick zinc coating; rough surface; for exterior use.

Pneumatic or mechanical nailing guns have found wide-spread acceptance in North America due to the speed with which nails can be driven. They are especially cost effective in repetitive applications such as in shearwall construction where nail spacing can be considerably closer together. The nails for pneumatic guns are lightly attached to each other or joined with plastic, allowing quick loading nail clips, similar to joined paper staples. Fasteners for these tools are available in many different sizes and types.

Design information provided in CSA O86 is applicable only for common round steel wire nails, spikes and common spiral nails, as defined in CSA B111. The ASTM F1667 Standard is also widely accepted and includes nail diameters that are not included in the CSA B111. Other nail-type fastenings not described in CSA B111 or ASTM F1667 may also be used, if supporting data is available.

Types of Nails

For more information, refer to the following resources:

International, Staple, Nail, and Tool Association (ISANTA)

CSA O86 Engineering design in wood

CSA B111 Wire Nails, Spikes and Staples

ASTM F1667 Standard Specification for Driven Fasteners: Nails, Spikes and Staples

Remedial Treatment
...lost strength may be removed. Be aware that a wood decay fungus may have penetrated well beyond the boundaries of the visibly rotted wood. Since deterioration is underway, a rapid...
Factory Finishing
Select heartwood where possible to minimize nutrient content of wood surfaces and prevent nutrients migrating through the coating to support fungal growth on the surface. Round all corners to minimum...
Glossary
...Soluble chemicals particularly present in the heartwood of some species which provide the wood with resistance to decay and insects. Fungicide A substance which inhibits the growth of fungus.  Often...
Wood Design & Building Magazine, vol 24, issue 98
...Wood Council is proud to support Woodrise 2025, an international conference coming to Vancouver, British Columbia. As part of this event, the 5th International Congress on tall wood construction, we’ve...
Wood Bridge Design
Wood Bridge Design
...the Canadian Highway Bridge Design Code 2014 (CHBDC), CAN/CSA O86-14, and the Ontario Wood Bridge Reference Guide. The material covers wood bridge systems—including decks, superstructures, and substructures—with examples from Canada,...
Mid Rise Engineering Considerations for Engineered Wood Products – 2024 Edition
...between solid wood products. Lateral design, including information on I‐joist diaphragm capacities and the detailing of rim board connections. Fire resistance design, including wood I‐joist assembly requirements and SCL char...
Resilience
...and some wood species that demonstrate low flame spread ratings (less than 75).   For further information, refer to the following resources: Resilient and Adaptive Design Using Wood (Canadian Wood...
Wood in Low-Rise Commercial Buildings
...many are comfortable using wood in traditional applications and in buildings that are relatively small in scale, not all have the requisite experience working with wood (whether traditional light wood-frame,...
Mid-Rise 2.0 – Innovative Approaches to Mid-Rise Wood Frame Construction
...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...
Treated Wood
Treated Wood
...preservative-treated wood can have 5 to 10 times the service life of untreated wood. This extension of life saves the equivalent of 12.5% of Canada’s annual log harvest. Preserved wood...
Energy Efficiency
...materials, largely because of reduced thermal bridging through the wood structural elements, including the wood studs, columns, beams, and floors. Wood loses less heat through conduction than other building materials...
Nails
Nailing is the most basic and most commonly used means of attaching members in wood frame construction. Common nails and spiral nails are used extensively in all types of wood...
Introduction Cet atelier présente une vue d’ensemble complète de la suite logicielle WoodWorks® (édition canadienne) et de son application pratique pour la conception...
Course Overview This session will present a vision and business case for innovation, sustainability, and affordability for the tallest residential wood tower in the world...
The Wood Design Manual is the Canadian reference on the design of timber structures, under gravity and lateral loadings, according to Part 4 of the National Building Code of...
Across Canada, the low-rise non-residential sector—think offices, retail stores, warehouses, and restaurants—presents a major growth opportunity for structural wood...
Course Overview The Connections Course provides an introduction to the WoodWorks Connections Program, a tool designed to assist engineers and designers in the creation and...
The Connections Course provides an introduction to the WoodWorks Connections Program, a tool designed to assist engineers and designers in the creation and evaluation of wood...
Course Overview The Shearwalls Course introduces learners to the WoodWorks Shearwalls Program, a tool designed for modeling and analyzing wood-frame structures. This course...
Course Overview Learn how leading cities across BC are supporting the adoption of modern methods of construction. This session will explore what policies and incentives...
This is a Canadian industry wide (average) business-to-business Type III environmental product declaration (EPD) for softwood plywood. This declaration has been prepared in...
Canadian species of visually graded lumber There are more than a hundred softwood species in North America. To simplify the supply and use of structural softwood lumber...
Course Overview As Toronto grows, so does the need for housing and energy. The use of wood products presents a tremendous opportunity to meet these essential needs while...
Course Overview This comprehensive course delves into the latest advancements in wood shearwall systems and connections, featuring critical updates from the 2020 National...
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