8 minute read
5. Documentation Recommendations
One of the most impactful things that can be done to ensure that a building can be adapted for future uses is to document the as-built conditions (including shop drawings). Designers should work with the client to create a plan to ensure that drawings will be updated to reflect changes over time and will remain accessible regardless of turnover or sale of the property.
To ensure that structural components can be deconstructed and reused, it is important to understand material composition, sourcing, structural capacity, and past uses. Previously noted processes for identifying structural elements, such as material passports or physical stamping can be utilized to support this process. However, a universal method of labeling mass timber components has yet to be developed. Challenges that will need to be anticipated as solutions are generated are longevity of the label (will this label be legible 100+ years in the future?) and how to incorporate labeling into the manufacturing process in a cost-effective way.
One of the most common challenges faced in the field that can be difficult to predict is the use of “non-prescribed fasteners” (Sandin et al., 2022). These are typically nails that are installed in the field that are not indicated in the original drawing set. These nails are usually installed because they are perceived by the installer as necessary to keep an element in place connecting it or required to tighten a joint. These additional fasteners are difficult to detect and remove, can inhibit the deconstruction process and lead to damage of structural components. Furthermore, “non- prescribed fasteners” can pose a risk to the health and safety of workers during the deconstruction process. During a deconstruction case study at Villa Annenburg, existing trusses were connected with nails that were unknown to the disassembly team. As a crane attempted to lift the trusses, the team was not aware that the trusses were stuck, and the nails yielded suddenly (Sandin et al., 2022).
To avoid non-prescribed fasteners, it is important to include a note within the drawings set that these should be avoided. This message should be reiterated to the mass timber erection team. Additional measures that can be taken are to plan for more elements to be pre-assembled in a factory, where only planned fasteners are used (Sandin et al., 2022).
Conclusion
Beyond this simple list of recommendations, the single most effective thing we can do as designers to promote the reuse of existing building stock is to design beautiful, high quality, durable, well-functioning buildings that people come to love. In return, people will continue investing money and effort into maintaining and adapting these spaces over time.
Steel and concrete structures are robust and resilient enough to last hundreds of years. However, to survive these structures must also be inspiring and beautiful. A building needs to feel precious enough for people to want to maintain and reuse it. Too often, steel and concrete structures fail to capture the hearts of their users, eventually fall into disrepair, and are ultimately demolished.
Mass timber naturally lends itself to creating warm, inviting, beautiful spaces where people feel comfortable. Beyond this, wood is a material whose value can actually increase over time. Unlike other structural materials like concrete or steel, wood shows its age honestly. The older wood gets, the more it reflects its previous lives and experiences. With old wood comes a story that instills the material with character and a sense of authenticity. This is why salvage wood can be sold at a premium to virgin material.
It seems likely that this quality can be leveraged in salvaged mass timber elements as well. Imagine a flourishing mass timber market where “new” buildings are composed of mass timber structural components pulled from various deconstructed buildings -- embracing variations in color and finish, connection type, and wear -- all collaged together within a single structural system. Structural components from especially notable mass timber buildings may be in highest demand so that “newly” constructed buildings may boast that they own a piece of that previous history, retelling these stories within a lobby or gallery space. A column from a retired multifamily building where a child’s height was marked as they grew may be reused in a new single-family home because of its sentimental value.
This is the vision that designers must strive for as we advocate for design changes that account for the future adaptability of mass timber structures. There is much more work to be done to achieve this vision, including making EPDs an industrywide standard, the advancement of more customizable LCA tools, the development of dry, low embodied carbon assemblies that meet acoustic and fire requirements, additional research simulating the deconstruction process of mass timber components, and the promotion of circular economy through financial incentives, policy, and salvaged material databases.
The decisions we are making today will either facilitate or impede our ability to reuse, deconstruct, or recycle mass timber building components for hundreds of years in the future. As designers we should embrace this future-forward approach on every project and advocate for this level of foresight in every aspect of design.
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Acknowledgments
Thank you to:
Alexis Feitel, PE
Structural Engineer + Team Carbon Unit Director
KL&A Engineers & Builders
Kate Sector, LEED GA, LFA, WELL AP
Design Performance Manager
Lake|Flato Architects
Ryan Yaden, AIA, LEED AP BD+C Associate Partner
Lake|Flato Architects who shared their time and expertise by serving as reviewers for this paper.