Stonewood Designs
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Stonewood Designs
As founding partners of Stonewood Structural Engineers, Scott Nyseth and Robert Land, provide a comprehensive and collaborative approach to creating sustainable environments and communities. Steady growth has resulted in a team of engineers and engineering technicians that ensure each project receives the dedication and personal attention for which Stonewood is widely known.

We apply an integrated design approach to developing engineering systems that align with the project vision. Stonewood has earned an excellent reputation for being a collaborative partner with owners, contractors, and architects as they build projects throughout the Pacific Northwest and other locations in the United States. Stonewood brings old-world ideals to urban projects such as The Orchards at Orenco, the largest Passivhaus project in the U.S., which features energy-efficient, affordable housing.

Additional project experience includes Dwyer Creek, a three-story industrial/office building with a unique, heavy industrial elevated slab, and The Abigail, a residential complex featuring two five-story buildings over a full-level concrete basement.
Services
For more than eighteen years, Scott Nyseth has worked at developing collaborative relationships with clients to achieve products superior in structural quality.
His passion for engineering, and inventive nature are evident by his quest to provide the most economical structural solutions and to ensure optimal building performance and safety of each structure.
Mr. Nyseth has consulted in the evaluation, analysis, design, testing and retrofit of a multitude of building types.
Mr. Nyseth frequently lectures to clients and peers on economical structural system alternatives.
The Verso Apartments is a five-story development consisting of 172 units and approximately 2600sf of curbside retail area.
Much of the building is constructed with conventional wood framing over SOG and spread footings.
To accommodate the open retail space within the east wing a concrete post-tensioned podium slab was provided at level 3.
The east wing and the remaining structure are separated with a typical seismic joint.
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