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Canadian Wood Council Supports Ontario’s Advanced Wood Construction Action Plan

KITCHENER, ON — The Canadian Wood Council (CWC) was proud to participate in a significant announcement by the Government of Ontario yesterday, where the Honourable Mike Harris, Minister of Natural Resources, and the Honourable Kevin Holland, Associate Minister of Forestry and Forest Products, launched Ontario’s Advanced Wood Construction Action Plan.

The Action Plan outlines a strong, strategic commitment to advancing the use of mass timber and prefabricated wood systems—technologies that can deliver high-performance buildings while supporting job creation and investment across Ontario’s forestry, manufacturing, and construction sectors.

As the national association representing manufacturers of Canadian wood products, CWC welcomes this important step forward. Through its technical resource program, WoodWorks, the Council is committed to supporting the growth of advanced wood construction by providing guidance, education, and project support to professionals across the building sector.

“This is about solving today’s challenges while laying the groundwork for long-term economic growth—with industrialized wood construction driving that transformation forward,” said Steven Street, Executive Director of WoodWorks Ontario.

The Action Plan includes investments in research, education, training, and manufacturing, positioning Ontario as a leader in low-carbon, efficient, and sustainable construction. CWC applauds the province’s leadership and looks forward to continuing its collaboration with public and private partners to advance the adoption of made-in-Ontario wood solutions.

To read the full plan, visit: https://www.ontario.ca/page/advanced-wood-construction-action-plan

The Exchange

ARCHITECT: Faction Architecture Inc.

STRUCTURAL ENGINEER: RJC Engineers

DEVELOPER: Faction Projects Inc.

CONSTRUCTION MANAGER: Faction Construction

BUILDING CODE CONSULTANT: GHL Consultants Ltd.

PHOTOS: Courtesy of naturally:wood

The Exchange

In Kelowna, British Columbia’s evolving industrial north end, The Exchange stands as a forward-thinking demonstration of what’s possible when architectural ambition meets technical precision. Designed and developed by Faction Architecture and Faction Projects, the building blends mass timber with conventional materials in a hybrid system that highlights both structural performance and environmental responsibility.

At the heart of the structural system is nail-laminated timber (NLT), used for both floor and roof assemblies. NLT is a mass timber product formed by mechanically fastening dimensional lumber together to create solid panels—an approach well-suited to exposed timber applications that value durability, texture, and straightforward fabrication. For this project, the team fabricated the panels in-house using locally sourced materials and trades. While this gave them greater control over cost and scheduling, it also introduced design and compliance challenges.

The team opted for a fluted NLT profile to enhance visual appeal and improve acoustic performance. Because the panel design differed from prescriptive norms, it required approval as an  alternative solution under the BC Building Code. Extensive analysis was conducted to demonstrate compliance with fire-resistance, vibration, and load-bearing requirements. Informed by existing NLT fire test data, the design team minimized voids between laminations to enhance charring behaviour and performed physical load testing at Okanagan College to confirm strength and stiffness performance.

Complementing the NLT panels is a glulam post-and-beam system that forms the substructure, supported by concrete elevator and stair cores. Together, these elements support a program that includes retail and light industrial space at grade, with two to three storeys of open-plan office space above. A rooftop patio offers sweeping views, reinforcing the project’s appeal to creative businesses and environmentally conscious tenants.

The Exchange also showcases a thoughtful approach to the building envelope, a key factor in achieving Step 3 of the BC Energy Step Code—the highest step currently applicable to non-residential buildings in the region. The high-performance envelope includes a combination of weathering steel and corrugated metal cladding, high-performance glass windows, semi-rigid exterior insulation, breathable weather barrier, plywood sheathing, lumber studs, batt insulation, gypsum board and a polyethylene vapour barrier.  The light-frame wood walls contribute to envelope performance in two important ways: 1) wood has lower thermal conductivity than other materials, so thermal bridging is dramatically reduced, and 2) the stud wall configuration allowed for thicker insulation in the cavities between studs.

This integrated approach—combining exposed timber construction, envelope efficiency, and locally supported fabrication—enabled the project team to deliver a space that performs as well technically as it does aesthetically. And with over 90% of the leasable area spoken for at completion, it’s clear that tenants are responding to both the look and the logic of the building.

The Exchange sets a precedent for accessible mass timber construction in smaller markets, particularly in contexts where a streamlined fabrication process and strong design-control loop can help close the gap between sustainable ambition and budgetary constraints.

As Faction Projects continues work on the remaining phases of the development, The Exchange stands as both a technical prototype and a commercial success—proof that high-performance, low-carbon construction can be as practical as it is inspiring.

 

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.

Camosun College

Province: British Columbia
City: Victoria
Project Category: Educational

Description:

In July 2024, the B.C. government committed to fund $151.7 million for student housing at Camosun College’s Lansdowne Campus. The College will contribute an additional $3 million, for a total project cost of $154.7 million. According to a College press release, the six-storey building will be constructed using mass timber and will have more than 400 student beds (dormitory-style, single suite, and four-bedroom apartment-style) in addition to reflection rooms, universal washrooms, and communal kitchens. The College is currently in the process of choosing a main consultant to lead the design phase; it anticipates the consultant will be in place in 2025. Project completion is expected for fall 2027.

Canadian Wood Council Applauds Strategic Federal Investments in B.C.’s Forest Industry

OTTAWA, March 25, 2025 – The Canadian Wood Council welcomes the Government of Canada’s announcement of over $20 million in funding for 67 projects that support the growth and resilience of British Columbia’s forest sector.

While the announcement includes several strategic large-scale investments in advanced wood manufacturing, a significant strength of this initiative lies in the breadth of smaller-scale, high-impact projects that are collectively transforming communities across the province. From feasibility studies for Indigenous-led forest product businesses to the development of next-generation building technologies, these projects are advancing wood innovation, supporting workforce development, and expanding the role of wood in low-carbon construction.

Administered through Natural Resources Canada, this Green Construction through Wood (GCWood) funding supports a wide range of initiatives—from fire-testing mass timber connections and refining modelling guides for timber structures, to developing bioenergy solutions and value-added wood processing in Indigenous communities.

This announcement underscores the importance of decentralized innovation, where targeted investments in communities and research institutions alike contribute to a stronger, more sustainable forest sector. The Canadian Wood Council applauds this commitment and looks forward to continuing its work with design professionals, governments, and industry partners to support the expanded use of wood in the province through its market-leading WoodWorks program.

View the announcement from Natural Resources Canada here:
https://www.canada.ca/en/natural-resources-canada/news/2025/03/canada-announces-support-for-british-columbias-forest-sector.html https://www.canada.ca/en/natural-resources-canada/news/2025/03/canada-announces-support-for-british-columbias-forest-sector.html

Canadian Wood Council Applauds Federal-Provincial Investment in Advanced Wood Construction in Quebec

OTTAWA, March 24, 2025 – The Canadian Wood Council (CWC) applauds the joint investment of over $8.5 million by Natural Resources Canada and Quebec’s Ministry of Natural Resources and Forests in four innovative wood construction-related projects across Quebec. These strategic initiatives will help strengthen the manufacturing sector and accelerate the adoption of low-carbon, Canadian-made wood products and technologies in residential construction and other critical community infrastructure.

By supporting advanced wood construction methods—including modular mass timber housing, artificial intelligence to modernize engineered wood manufacturing, and the design of tall wood residential buildings—this investment reinforces the essential role of wood in delivering high-performance, low-carbon construction solutions. From a 20-unit modular development and a 21-storey design study to the cultural leadership of the Cree First Nation of Waswanipi in forest-to-form construction, these projects demonstrate how innovative wood technologies can meet urgent housing needs in a sustainable way, through scalable and repeatable, locally driven approaches.

The Canadian Wood Council commends both levels of government for recognizing the critical role of Canada’s forest sector in delivering smart, climate-friendly building systems. These investments demonstrate how advanced wood technologies can contribute to addressing urgent housing needs while helping to lower the carbon footprint of the built environment.

Design and construction professionals in Quebec can access free technical support related to wood design and construction through the market-leading resource program, Cecobois. The CWC is pleased to provide support further expand the use of wood in residential, commercial, and institutional buildings throughout the rest of Canada through its WoodWorks program.

View the announcement from Natural Resources Canada here:
https://www.canada.ca/en/natural-resources-canada/news/2025/03/canada-and-quebec-invest-in-sustainable-wood-construction.html

Historical Tall-Wood Toronto

Courtesy of the Mass Timber Institute

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

Durability

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

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

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


Durability Guidelines

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

Mass timber exteriors

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

Click here to read more

Disaster Relief Housing

Shelter needs after natural disasters come in three phases:

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

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

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

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

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

Timber bridges

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

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

Permanent Wood Foundations

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

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

Click here to read more


Durability Solutions

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

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

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

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

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


Durability Hazards

Moisture, Decay, and Termites

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

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

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

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


Durability – FAQ

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

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

Durability

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

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

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

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

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

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

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

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

Framing Connectors

Framing connectors are proprietary products and include fastener types such as; framing anchors, framing angles, joist, purling and beam hangers, truss plates, post caps, post anchors, sill plate anchors, steel straps and nail-on steel plates. Framing connectors are often used for different reasons, such as; their ability to provide connections within prefabricated light-frame wood trusses, their ability to resist wind uplift and seismic loads, their ability to reduce the overall depth of a floor or roof assembly, or their ability to resist higher loads than traditional nailed connections. Examples of some common framing connectors are shown in Figure 5.6, below.

Framing connectors are made of sheet metal and are manufactured with pre-punched holes to accept nails. Standard framing connectors are commonly manufactured using 20- or 18-gauge zinc coated sheet steel. Medium and heavy-duty framing connectors can be made from heavier zinc-coated steel, usually 12-gauge and 7-gauge, respectively. The load transfer capacity of framing connectors is related to the thickness of the sheet metal as well as the number of nails used to fasten the framing connector to the wood member.

Framing connectors are suitable for most connection geometries that use dimensional lumber that is 38 mm (2″ nom.) and thicker lumber. In light-frame wood construction, framing connectors are commonly used in connections between joists and headers; rafters and plates or ridges; purlins and trusses; and studs and sill plates. Certain types of framing connectors, manufactured to fit larger wood members and carry higher loads, are also suitable for mass timber and post and beam construction.

Manufacturers of the framing connectors will specify the type and number of fasteners, along with the installation procedures that are required in order to achieve the tabulated resistance(s) of the connection. The Canadian Construction Materials Centre (CCMC), Institute for Research in Construction (IRC), produce evaluation reports that document resistance values of framing connectors, which are derived from testing results.

 

Figure 5.6 Framing Connectors

Framing Connectors

 

For more information, refer to the following resources:

Canadian Construction Material Centre, National Research Council of Canada

Truss Plate Institute of Canada

CSA S347 Method of Test for Evaluation of Truss Plates used in Lumber Joints

ASTM D1761 Standard Test Methods for Mechanical Fasteners in Wood

Canadian Wood Truss Association

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

Solid-Sawn Heavy Timber

Solid-sawn heavy timber members are predominantly employed as the main structural elements in post and beam construction. The term ‘heavy timber’ is used to describe solid sawn lumber which is 140 mm (5-1/2 in) or more in its smallest cross-sectional dimension. Large dimension timbers offer increased fire resistance compared to dimensional lumber and can be used to meet the heavy timber construction requirements outlined in the Part 3 of the National Building Code of Canada.

Sawn timbers are produced in accordance with CSA O141 Canadian Standard Lumber and graded in accordance with the NLGA Standard Grading Rules for Canadian Lumber.

There are two categories of timbers; rectangular “Beams and Stringers” and square “Posts and Timbers”. Beams and Stringers, whose larger dimension exceeds its smaller dimension by more than 51 mm (2 in), are typically used as bending members, whereas, Posts and Timbers, whose larger dimension exceeds its smaller dimension by 51 mm (2 in) or less, are typically used as columns.

Sawn timbers range in size from 140 to 394 mm (5-1/2 to 15-1/2 in). The most common sizes range from 140 x 140 mm (5-1/2 x 5-1/2 in) to 292 x 495 mm (11-1/2 x 19-1/2 in) in lengths of 5 to 9 m (16 to 30 ft). Sizes up to 394 x 394 mm (15-1/2 x 15-1/2 in) are generally available from Western Canada in the Douglas Fir-Larch and Hem-Fir species combinations. Timbers from the Spruce-Pine-Fir (S-P-F) and Northern species combinations are only available in smaller sizes. Timbers may be obtained in lengths up to 9.1 m (30 ft), but the availability of large size and long length timbers should always be confirmed with suppliers prior to specifying. A table of available timber sizes is shown below.

Both categories of timbers, Beams and Stringers, and Posts and Timbers, contain three stress grades: Select Structural, No.1, and No.2, and two non-stress grades (Standard and Utility). The stress grades are assigned design values for use as structural members. Non-stress grades have not been assigned design values.

No.1 or No.2 are the most common grades specified for structural purposes. No.1 may contain varying amounts of Select Structural, depending on the manufacturer. Unlike Canadian dimension lumber, there is a difference between design values for No.1 and No.2 grades for timbers. Select Structural is specified when the highest quality appearance and strength are desired.

The Standard and Utility grades have not been assigned design values. Timbers of these grades are permitted for use in specific applications of building codes where high strength is not important, such as blocking or short bracing.

Cross cutting can affect the grade of timber in the Beams and Stringers category because the allowable size of knot varies along the length of the piece (a larger knot is allowed near the ends than in the middle). Timbers must be regraded if cross cut.

Timbers are generally not grade marked (grade stamped) and a mill certificate can be obtained to certify the grade.

The large size of timbers makes kiln drying impractical due to the drying stresses which would result from differential moisture contents between the interior and exterior of the timber. For this reason, timbers are usually dressed green (moisture content above 19 percent), and the moisture content of timber upon delivery will depend on the amount of air drying which has taken place.

Like dimension lumber, timber begins to shrink when its moisture content falls below about 28 percent. Timbers exposed to the outdoors usually shrink from 1.8 to 2.6 percent in width and thickness, depending on the species. Timbers used indoors, where the air is often drier, experience greater shrinkage, in the range of 2.4 to 3.0 percent in width and thickness. Length change in either case is negligible. Allowances for anticipated shrinkage should be made in the design and construction. Shrinkage should also be considered when designing connections.

Minor checks on the surface of a timber are common in both wet and dry service conditions. Consideration has been made for these surface checks in the establishment of specified design strengths. Checks in columns are not of structural importance unless the check develops into a through split that will divide the column.

 

For further information, refer to the following resources:

Timber Framers Guild

International Log Builders’ Association

BC Log & Timber Building Industry Association

 

solid-sawn mass timber size chart

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