Impact of Prescriptive Fire Design Provisions on Embodied Carbon for International Building Code Type IV Construction
Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 2
Abstract
Factors such as carbon storage potential, short construction schedules, prefabrication, and aesthetics are making mass timber a sought-after structural solution. For mass timber, fire design requirements can both drive and impact design decisions. These decisions must understand code limitations for exposed timber, as well as the options for fire protection. This article primarily discusses how the last motivator, aesthetics, affects fire protection design and the carbon storage potential of mass timber. To meet code requirements for different construction types, designers can use noncombustible protection installed directly to the timber, additional sacrificial timber thickness for char design to expose the timber aesthetically, or a combination of both. Although considerable information exists for these design options, there is little guidance on how these decisions affect sustainability goals for carbon storage. This paper presents a study of mass timber structural floor systems in the residential (R-2) occupancy with sprinklers using parametric design analysis. It found that assumed carbon storage for timber elements significantly affects embodied carbon (EC) of floor structures in their entirety and therefore requires further discussion and possible standardization in industry. For designs using half of the possible timber carbon storage material availability, the lowest-EC designs come from maximizing char design and minimizing noncombustible protection. Further, the timber concrete composite (TCC) and timber floor with girders (TG) systems offer the lowest-EC options.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The data set includes initial element sizing; material takeoffs; and estimates for EC, depth, and mass for the modeled systems.
Acknowledgments
The authors would like to thank Kenneth Bland and the American Wood Council for providing a review of this article. We especially appreciate Kenneth’s guidance on the building code summary, fire design overview, literature review, and sustainability metrics for mass timber. The authors would also like to thank Kevin Parfitt, Dr. Ali Memari, and Corey Gracie-Griffin for their general advisement on this work.
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Information & Authors
Information
Published In
Practice Periodical on Structural Design and Construction
Volume 29 • Issue 2 • May 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Jun 29, 2023
Accepted: Dec 8, 2023
Published online: Mar 4, 2024
Published in print: May 1, 2024
Discussion open until: Aug 4, 2024
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