Central Public Library
Bend, OR-
Bldg system
Mass Timber
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No. Of Stories
3
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Sq. footage
100000
A library means something different to everyone. For some, it’s a place to do research. Others come to read in peace — to write, to code, to collaborate. The new Central Library at Stevens Ranch will acknowledge these different user groups and will accordingly make a point to welcome them all. With spaces that speak to the young, old, studious, and synergistic, the Central Library will indeed be a place for everyone.
With mass timber occupying a lower carbon footprint than concrete or steel, the design team aspired to maximize the use of wood in this 100,000-square-foot building. This ambitious act aided in our selection of Type III-A construction, a construction type that permits building with wood if it’s one-hour fire protected.
Acoustic dowel-laminated timber (ADLT) is also used for the floor deck system which measures eight feet wide by 40 feet long, a size that creates enough support and mass to forgo the slab of concrete that is typically needed with steel or concrete to prevent seismic racking of the columns that separate floors. With ADLT, the system can perform structurally as flooring, architecturally as a finish material, and acoustically as a sound-absorbing feature. With an additional sustainable benefit, the acoustic material routed into the ADLT floor and roof decks for sound absorption removes the need for the harsh materials that are typical with acoustic insulation.
The structural layout with a 12-foot bay and length of the building results in a distinct directionality of the building, almost like the ribs of a ship. This resulted in an overall structural efficiency with beams running east/west, which also provides long spans for open, column-free, and flexible library spaces. This is counter to the floor decks, which span only in the north-south direction. A regular 12-foot structural bay resulted in the efficient use of 2x8 ADLT for all floor decks and 2x6 ADLT at the roof deck.
A raised access floor system allowed our design team to coordinate mechanical systems, electrical conduit, and fire sprinklers below the floor within the access floor, reducing the number of exposed systems thereby leaving the ceiling, columns, and beams to be the primary expression of the building, clutter-free, and with an immaculately warm wood interior enabled by the exposed ceiling finish. The strategic use of concrete core walls at the center bay of the building also provides the building with shear (a structural wall that withstands seismic instability) which eliminates the need for the steel diagonal braced frames common in other mass timber buildings. This resulted in a more consistent expression of the wood columns and beams as the expressed structural system of the building. Column-to-beam connections remain clean, as well, as the custom-designed connections are concealed inside the wood structure.
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Construction Type:
III-A
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Building Type:
Institutional
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Material Types:
Mass Timber, Dowel-Laminated Timber (DLT), Glue-Laminated Timber (GLT or glulam), Timber-Frame / Post and Beam, Hybrid (wood with steel or concrete)
Companies Involved:
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Miller Hull Partnership
Design Architect
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Steel Associates Architects
Local Architect
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KPFF Consulting Engineers
Structural Engineer
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Kirby Nagelhout Construction Company
Construction Manager
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StructureCraft
Dowel Laminated Timber
Individuals Involved:
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John MacKay
Architect
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Ruth Baleiko
Design Lead
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Sian Roberts
Partner in Charge
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Mathew Albores
Project Manager
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Maaike Post
Architect
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Lindsay Koski
Designer
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Jennifer Stormont
Interior Designer
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Libby McCarl
Interior Designer
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Tania Rogel
Designer
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Garrett Nelli
Architect
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Jingxian Xu
Designer
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Julia Edwards
Designer
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Kirk Blakley
Designer
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Alex Zink
Architect
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Darek Olson
Designer
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Mark Tobin
Structural Engineer
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Erik Kabusreiter
Structural Engineer
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Mike Taylor
Contractor
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Kelly Dixon
Contractor
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Akshay Srinivas
Designer