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A Couple LCA Cases for Wood

DCI provides insight on two recent WoodWorks case studies

In case you missed it! DCI recently weighed in on two separate case studies, published by the Wood Products Council: 1510 Webster Whole Building Life Cycle Assessment and Quantifying Light-Frame Components for LCA.

While both studies focus on Life Cycle Assessments in wood projects, they offer a couple unique perspectives -- the first, focusing on a specific project (one of the tallest mass timber buildings in the U.S.), while the other offers Expert Tips for LCAs.

1510 Webster WBLCA Case Study

  • The purpose of this study was to understand the potential environmental impacts of a Type IV-A mass timber structure compared to a functionally equivalent Type I-A post-tensioned (PT) concrete structure utilizing whole building life cycle assessment (WBLCA) with a primary focus on embodied carbon
  • As one of the tallest mass timber buildings in the US and one of the first to utilize both Type IV-A construction, 1510 Webster provides an ideal project for comparing against traditional concrete high rise construction. Use of point supported mass ply panels (MPP) maintains an equivalent floor thickness to post-tensioned concrete slabs and the same overall building height in both the mass timber and concrete designs.

Quantifying Light-Frame Components for LCA

  • An approach to accurately capturing light-frame elements not explicitly modeled in BIM wall and floor assemblies. This guide outlines practices at a high-level for how practitioners can use different tools or modeling practices to reduce effort and increase LCA accuracy.

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