Design Example of Wood Diaphragm on Reinforced CMU Shearwalls
This document is design example of Wood Diaphragm on Reinforced CMU Shearwalls. It uses a school gymnasium located in Surrey, British Columbia as the example. The plan dimensions are 20m x 30m, with a total building height of 7m. The walls are 190 mm reinforced CMU, and the roof diaphragm consists of plywood sheathing and SPF framing members. The roof plan is shown in Figure 1. The site is Seismic Class ‘C’. Wind, snow and seismic data specific to the project location are taken from the latest version of the National Building Code (2010). Roof dead load is assumed to be 0.9 kPa and the wall weight is 2.89 kPa. The weight of non-structural items including mechanical equipment has not been included in this example for simplicity.
The R-Town V6 pilot project is the first 6-storey, mixed-use, multi-unit residential building developed in Ontario that fully employs mass timber as the main structural system. The energy-efficient wood building was designed to Passive House standards and built with lower embodied carbon materials.
The decision to use Cross Laminated Timber (CLT) for the elevator cores and exit stair enclosures helped simplify the build by eliminating the challenge of integrating a noncombustible core into a wood building. It required the team to obtain approval for an alternative solution because this approach to construction currently falls outside the prescriptive requirements for 6-storey combustible construction in Ontario’s building code.
It was the development team’s vision to bring the benefits of offsite manufacturing to the midrise market in Toronto and the panelized, tallwood design developed for R-Town V6 streamlined the assembly process and successfully demonstrated proof of concept for challenging infill developments.
This modern approach to construction accelerates and improves project delivery and the versatile, repeatable design contributes to a sustainable and much-needed increase in density along urban arterial roads, creating more attractive, desirable housing in established, walkable neighbourhoods.
Four-Storey Wood School Design in British Columbia: Life Cycle Analysis Comparisons
Climate change is one of the largest threats facing the planet today. The construction industry accounts for 11% of global carbon emissions, playing a significant part in the climate crisis. To determine the best solution for future school buildings, not only does practicability, economy and constructability play a part, so does sustainability.
In order to better understand the embodied carbon emissions associated with the construction of new school buildings in British Columbia, the embodied carbon content associated with the four framing systems examples in the companion report, An Analysis of Structural System Cost Comparisons (costing study), was assessed. The purpose of this study is to allow the embodied carbon associated with these systems to become an important factor when choosing a viable scheme.
Embodied carbon is the carbon footprint of a material or product. To determine the embodied carbon of a building you must consider the quantity of greenhouse gases associated with the building. The most effective way to measure this is through Life Cycle Analysis (LCA), a study which determines the embodied carbon from cradle to grave (material extraction to building demolition). Consequently, an LCA was conducted for each of the four schemes presented in the costing study. Additionally, for wood frame Options A and B, WoodWorks online carbon calculator was used to determine the potential carbon savings associated with carbon sequestering.
Dowel Laminated Timber A new mass timber product in North America
Course Overview
Dowel‐laminated timber is a next generation mass timber product commonly used in Europe, where it is also known as brettstapel. Panels are made from softwood lumber boards stacked like the boards of NLT, friction‐fit together with hardwood beech dowels instead of nails. DLT is the only mass timber product which is 100 per cent wood – it involves no glue or nails. Unique to DLT as a mass timber product, acoustic profiles can be integrated directly into the bottom surface of a panel. DLT panels processed using CNC machinery create a high tolerance panel which can also contain pre‐integrated electrical conduit and other service runs. StructureCraft will be the first manufacturer of DLT in North America, with a new automated manufacturing line and plant beginning production in 2017. This presentation will discuss how DLT differs from other mass timber products in its use and specification. Topics will include potential applications, introduction to the design and construction process and costs.
Learning Objectives
What is Dowel Laminated Timber?
Potential applications of DLT.
Introduction to design and construction detailing.
Product availability and cost.
Course Video
https://vimeo.com/1109949607?share=copy
Speaker Bio
Lucas Epp Head of Engineering StructureCraft
Lucas Epp is a structural engineer with 10 years of experience working throughout Canada, the UK, and New Zealand. While in London he designed a range of projects with world class architects and developed an expertise in complex geometry and challenging structures. Lucas leads the engineering department at StructureCraft where he has been involved in large-scale timber structures including the 2012 Vancouver Olympics Oval and more recently as lead engineer for the T3 Minneapolis office building.
Exploring the Feasibility of Point-Supported Mass Timber for Tallwood Construction
Course Overview
This session examines the growing potential of point-supported mass timber systems in tall building construction, contrasting them with traditional timber framing and conventional steel and concrete approaches. It highlights regulator advancements, the role of mass timber in addressing mid-density housing needs, and the structural fundamentals of gravity and lateral systems. Through cost and schedule comparisons, design principles like bi-axial bending and punching shear, and insights from ongoing Canadian codification efforts, the presentation offers a comprehensive overview supported by real-world projects such as VAHA Burrard and BCIT Tall Timber.
Learning Objectives
Evaluate the opportunities and constraints for point-supported mass timber when compared to traditional timber framing schemes.
Analyze the schedule and cost benefits of point-supported mass timber systems versus steel and concrete in tall construction projects.
Explore state-of-the-art design methodologies and ongoing efforts towards codification in Canada.
Course Video
https://vimeo.com/1132245390
Speakers Bio
Carla Dickof, P.Eng., M.A.Sc. Associate Principal | Director of Research & Development Fast+Epp
Carla Dickof is the Associate Principal & Director of Research and Development at Fast + Epp, where she leads the Testing Team at Fast + Epp’s R&D hub, Concept Lab, and uses the data gleaned from research programs to regularly contribute to academic journals and conferences.
Carla completed her Master’s degree studies at the University of British Columbia, where her thesis research focused on hybrid systems, specifically those combining steel and mass timber (CLT).
Her experience as an engineer spans commercial, recreational, educational, and residential projects – and, since joining Fast + Epp in 2012, Carla has gained a robust fluency in all major building materials, including concrete, steel, light-framed wood, heavy timber, and mass timber. Her understanding of building physics and materials brings invaluable insights to her projects.
Alejandro Coronado, P.Eng. Technical Advisor WoodWorks BC
Alejandro Coronado is a Technical Advisor with a multidisciplinary background spanning contracting, supply, and consulting engineering. With both a Diploma and a Bachelor’s Degree in Structural Engineering from BCIT, Alejandro began his career in single-family residential design and steadily advanced to contribute to landmark projects such as the Centre Block Base Isolation at Parliament Hill, the UBC Museum of Anthropology Great Hall Renewal, the Royal BC Museum PARC Campus, and a mass timber campus in Silicon Valley. Initially drawn to mass timber for its expressive architectural potential, Alejandro quickly recognized its broader value in addressing today’s social and environmental challenges. Through many years of hands-on experience, Alejandro has become a champion for sustainable construction and simple yet effective structural solutions.
A building that is a good choice for the environment can often address broader social needs and offer higher economic value. People prefer to live, work, study and play in a well-designed and visually appealing building – and this is more likely to extend its life and make it a better investment. It also sends a signal that the building owner is environmentally responsible and cares about the well-being of occupants.
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. In addition, buildings are increasingly designed to be more adaptable in order to accommodate future occupancies and user needs. As a result, specifying robust materials and design details, and constructing flexible and easily repairable buildings are becoming important design criteria.
Excellence and Innovation: Inspirational Wood Buildings in the UK
Course Overview This presentation will highlight recent award winning timber projects recognized in the UK including several beautiful wood buildings that were featured in technical case studies published by TRADA....
Gestimat Toward Low Carbon Construction
Course Overview Gestimat facilitates the assessment of the carbon footprint of buildings. Developed in Quebec for the Wood Charter and financed by the Fonds vert, Gestimat is also available in...
Cours Sizer
Aperçu du cours Le cours Sizer propose une introduction approfondie au programme WoodWorks Sizer, un outil puissant pour la conception et l’analyse d’éléments structurels tels que les poutres, les colonnes,...
...two storeys. As a result, wood building types now include office, residential, mercantile, assembly, low hazard or storage/ garage uses. This case study examines two wood buildings, both with primary...
It is significant that wood played such a large role in this type of complex, which is usually done in other materials. The wood structure is a unifying element between...
...Office has updated the “Best Practice Guide for Wood-Frame Envelopes in the Coastal Climate of British Columbia” originally developed by Canada Mortgage and Housing Corporation and published “Building Enclosure Design...
Innovating with Wood – A Case Study Showcasing Four Demonstration Projects
...use of wood for the construction of the UBC’s Earth Sciences Building (ESB) complemented the relationship between environment and science. The new 5-storey north wing of the ESB will house...
...that wood products yield clear environmental advantages over other building materials at every stage. Wood buildings can offer lower greenhouse gas emissions, less air pollution, lower volumes of solid waste...
...and contributing to the circular economy. Life cycle of wood construction products Photo source: CEI-Bois For further information, refer to the following resources: www.naturallywood.com Athena Sustainable Materials Institute Building for...
...Engineered Wood Association Canadian Construction Materials Centre (CCMC), Institute for Research in Construction CSA O86 Engineering design in wood ASTM D5456 Standard Specification for Evaluation of Structural Composite Lumber Products...
...dimension lumber or wood veneers, strands or fibres to form large pre-fabricated wood elements used as beams, columns, arches, walls, floors and roofs. Mass timber products have sufficient volume and...
Reassessment of Design Values for Hem-Fir (N) Dimension Lumber (Canadian Market)
...and the National Design Specification® (NDS®) Supplement for Wood Construction, developed by the American Wood Council (AWC). Within the NDS® Supplement, these updates specifically apply to Tables 4A and 4C,...
Course Overview This presentation will highlight recent award winning timber projects recognized in the UK including several beautiful wood buildings that were featured in...
Course Overview Gestimat facilitates the assessment of the carbon footprint of buildings. Developed in Quebec for the Wood Charter and financed by the Fonds vert, Gestimat is...
Aperçu du cours Le cours Sizer propose une introduction approfondie au programme WoodWorks Sizer, un outil puissant pour la conception et l'analyse d'éléments structurels...
In 2009, the British Columbia Building Code (BCBC) was amended to permit residential buildings of up to six storeys to be constructed in wood. Since then, through a five-year...
It is significant that wood played such a large role in this type of complex, which is usually done in other materials. The wood structure is a unifying element between the...
Wall Types for Water Control Building envelope experts generally speak of three or four different approaches to design of a wall for moisture control. Face seal...
The success of the University of British Columbia's (UBC) Earth Sciences programs resulted in a need for the department to expand in order to accommodate a growing enrollment...
Wood is the only major building material that grows naturally and is renewable. With growing pressure to reduce the carbon footprint of the built environment, building...
Construction products and the building sector as a whole have significant impacts on the environment. Policy instruments and market forces are increasingly pushing...
Structural Composite Lumber (SCL) Structural composite lumber (SCL) is a term used to encompass the family of engineered wood products that includes laminated veneer lumber...
Advancements in wood product technology and systems are driving the momentum for innovative buildings in Canada. Products such as cross-laminated timber (CLT)...
The design values for visually graded and mechanically graded Hem-Fir (N) dimension lumber have been updated in response to the routine assessment of strength and stiffness...
