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Dania
Hillsboro, Oregon

VLMK Consulting Engineers provided the structural engineering design and construction administration for Danias new Hillsboro, Oregon retail location.

The total project consisted of three concrete tilt-up buildings. The 52,000 square foot main building is a two-story, open web steel framed and steel deck structure with a concrete slab on deck rigid second floor diaphragm. The other two buildings, 15,600 square feet and 9,600 square feet, are single story open web steel framed complimentary shell buildings utilizing a typical Berkeley wood panel roof system.

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Gresham Station Retail Center
Gresham, Oregon

VLMK Consulting Engineers provided structural engineering and construction administration services for multiple buildings in this new Gresham Station mall campus.

The project consisted of more than 15 new buildings that house more than 30 individual tenants. New retail tenants include Borders Books, Old Navy, Bed Bath & Beyond, Eddie Bauer, Cost Plus, The Gap, Hallmark, Starbucks, Baja Fresh Mexican Grill, and more. Building shells are constructed with various building materials and exterior architectural finishes and features.

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Nike Factory Store
Portland, Oregon
Nike, Inc.

VLMK Consulting Engineers provided structural and civil engineering for this 18,400 square foot Nike factory store retail facility along Martin Luther King Boulevard in Portland, Oregon.

The building features exposed structure, including exposed braced frames. Cantilevered tube steel columns above the braced frames allow for the extensive ribbon of windows at the roof level. The structure also includes a 4,000 square foot mezzanine and a design for a future second floor over the entire building footprint. The building also features display windows, cantilevered metal canopies, brick veneer, site lights and site benches.

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Target Mall 205
Portland, Oregon

VLMK Consulting Engineers provided structural engineering services for this remodeled Target store at Mall 205.

The existing building is a 157,000 square foot steel framed structure. Originally built in the 1970s, the existing two-story building was found to be deficient when subjected to current code prescribed seismic forces. VLMK performed a seismic upgrade according to the 1997 Uniform Building Code. Strengthening of the lateral system was accomplished via the addition of several new braced frames. The new frames were designed to carry the buildings entire seismic lateral force, and also served to upgrade the roof diaphragm by reducing the clear span. In addition to the seismic upgrade, tenant improvements included new steel framing for an escalator and freight elevator, a heightened parapet, and several new canopies. Construction cost on this project was 7 million dollars.