Northwest Masonry Buildings Receive USRC Silver Rating

Northwest Concrete Masonry Association (NWCMA) is pleased to announce that the Central Spokane YMCA/YWCA and Parkrose Middle School (Portland, OR) recently achieved the U.S. Resiliency Council (USRC) Silver Rating.

Parkrose Middle School (Portland, OR)

The USRC Building Rating System describes the expected impacts of an earthquake or other natural disaster on buildings. The Silver Rating indicates achievement of key performance targets including limited building damage and a shortened operational recovery time after a major seismic event. Most importantly, loss of life caused directly by building damage is not anticipated.

Tom Young, Executive Director of NWCMA, explains, “A resilient building is an asset to a community. In addition to being a good long-term investment it can often serve as a recovery operations center or provide shelter to a community impacted by a natural disaster.”

Central Spokane YMCA/YWCA (Spokane, WA)

The Parkrose Middle School is a two-story 140,000 sq. ft. structure designed by Dull Olson Weekes – IBI Group Architects, Inc. and KPFF Consulting Engineers. It is an excellent example of an all-masonry cavity wall system incorporating interior exposed concrete masonry structural walls with a brick veneer exterior. The school has also received several other design awards as well as LEED Gold status and is a huge source of pride within the community.

Parkrose Middle School (Portland, OR)

The Central Spokane YMCA/YWCA is a two-story load-bearing masonry building designed by ALSC Architects and Coffman Engineers.  It utilizes both 8” and 12” concrete masonry shear walls. This was the first time the YMCA and YWCA combined resources into one facility which was designed to meet a silver LEED certification.

Central Spokane YMCA/YWCA (Spokane, WA)

Achieving the USRC Silver Rating recognizes the inherent resiliency of these reinforced masonry buildings which were the first two rated under the USRC Getting-to-Silver initiative. When a natural disaster such as an earthquake strikes, it is critical to have safe buildings that sustain minimal damage and quickly achieve functionality. Resilient buildings perform well and contribute to resilient communities.

Established in the 1950s, the Northwest Concrete Masonry Association (NWCMA) works to support its original goal of industry advancement by striving for more innovative and productive ways to design, deliver, and install concrete masonry wall systems.

NWCMA also works on behalf of the concrete masonry industry and designers in the Pacific Northwest to educate architects and engineers on the benefits of using concrete masonry in the design of their buildings.

Affiliation with NWCMA offers both professional growth and business opportunities. It provides its members and affiliates with comprehensive, dynamic services, which include expert technical assistance, education, marketing, and research and development.

For more information, call 425.697.5298 or visit www.nwcma.org.

Concrete Masonry Designs: Joel E. Ferris High School Gymnasium, Health and Fitness Complex

Concrete masonry was the construction material of choice for Spokane Public Schools when they set out to follow the Washington Sustainable Schools Protocol (WSSP) for High Performance Schools with the design of the new $14.3 million Joel E. Ferris High School Gymnasium, Health and Fitness Complex.

The project actually exceeded WSSP requirements with its effective application of daylighting, energy efficiency, indoor environmental quality, commissioning, sustainable materials and site responsiveness. Insulating foam was injected into the cells of the structural block, low-E glass was used, steel extensions were used for shading and protection from sun, and local materials were used whenever possible for construction.

Joel E. Ferris High School Gymnasium, Health and Fitness Complex

Said Greg Brown, director of capital projects for Spokane Public Schools, “many schools here were built in the 1960s when sustainability and longevity were not made priorities – masonry conveys the character we want while giving us the energy savings and low maintenance costs we are looking for over the lifetime of our buildings.”

With this 54,000 square foot facility, NAC Architecture used a variety of building materials. Glu-laminated wood framing for exposed trusses is combined with concrete block, brick masonry, and metal panels. Approximately 83,000 concrete block were used in the project, including Castle White ground-face, and standard gray block. A custom blend of three different rich red tones in 4 x 8 x 8 brick was used for veneer complements.

The site for the new building was another factor in the masonry choice, according to project architect, Doug Heyamoto, AIA. “The form and mass of CMU blended well with the site. We wanted to introduce forms and materials that were rustic, and masonry fit,” said Heyamoto. He added that masonry was selected for this project because of its structural qualities, aesthetics, design flexibility, sustainability, and durability. “When you use it for loadbearing walls,” said Heyamoto, “you get finished surfaces inside and out.”

CMU was used for exterior walls, interior corridors, piers and as the foundation wall rather than poured concrete. Loadbearing 34-foot tall CMU walls in the gymnasium were designed for a strength of 1500 psi. Randy LaPlante of LSB Engineers commented “the masonry worked quite well – it’s hard to beat CMU for gym spaces.” One of the design goals for Spokane Public Schools is to build schools that will last 50 years. “That is easy to do with masonry,” said Greg Brown. “Using masonry products in this school provides a durable, low-maintenance facility with the aesthetics our tax payers appreciate.”

Concrete Masonry Designs: Cabela’s

For a retailer on the scale of Nebraska-based Cabela’s, a day without customers and sales is a day of a significant amount of revenue lost. So when Cabela’s needed to get their new Post Falls, Idaho store up and running as soon as possible, they chose to build with masonry.

The world-famous catalog and retail outdoor recreation outfitter selected The Pointe at Post Falls, an 800,000-square-foot-shopping center, for their 26th showroom location in the nation. While most of their expansive retail buildings have been constructed using precast concrete, Cabela’s selected concrete masonry units (CMU) to build the 125,000 square foot North Idaho store.

Cabela's - Post Falls, ID

According to Mark Nienhueser, director of facilities for Cabela’s, the choice to go with CMU allowed wall construction to begin 4-6 weeks earlier than if they had waited for precast panels to be trucked in. Tilt-up walls were also ruled out, primarily because tilt-up would make impossible the efficiency of having electrical and plumbing work happening on the interior slab simultaneously with perimeter wall construction. With CMU, the store was able to get up and running quickly.

“Masonry provided a better alternative to stay on schedule and on budget – it was an economical and aesthetic decision,” said Nienhueser. Patrick Linhart, Vandervert Construction’s project manager commented, “the use of masonry over tilt-up sped up construction by at least a month. A tilt-up schedule wasn’t going to work with this project.”

Another reason for the CMU solution to Cabela’s needs was the high quality of masonry craftsmanship and material available in the area, according to Pat Henkle, Vandervert superintendent. Henkle said, “the high quality of work really impressed Cabela’s – in this case masonry was the wisest choice.” Nienhueser added, “We’re very satisfied with what the contractors were able to achieve with both craftsmanship and schedule.”

Spilker Masonry was able to get the 26 foot high load-bearing gray block walls up in just six weeks. “The block walls not only serve as bearing walls, but also function as shear walls for the building as part of the lateral load re-sisting system” stated project engineer Andrew Douma. Once the walls were built, foam insulation was injected into the ungrouted block cores, the wall interior was furred out and finished, while the exterior was painted and sealed. Spilker also installed 4,000 square feet of Cabela’s unique blend of a manufactured river rock inside and out – one of the signature touches for all of their retail stores. At the main entrance the river rock accents the exterior log framing that almost completely disguises the structural CMU walls underneath.

Click Here for More about Cabela’s and Other CM Designs

Concrete Masonry Designs: Whole Barracks Renewal Project

The award-winning Whole Barracks Renewal project in Fort Lewis, Washington has always had lofty goals. WJA Design Collaborative took on the challenge to design a new barracks that could provide energy efficient, aesthetically pleasing, functional living areas for 300 Army soldiers while also complying with safety requirements, such as anti-terrorism force and fire protection.

Whole Barracks Renewal Project - Fort Lewis, WA

At the time of the proposed design, “the lead time on structural steel was about nine months, and the construction schedule just didn’t allow that type of delay,” says Steve Borman, president, Keystone Masonry Inc., the masonry contractor. “Rather than use steel, we proposed they use loadbearing CMU with hollow-core concrete plank floors.” The Army Corps of Engineers agreed to use concrete masonry as the structural building material. The base of the building uses burgundy, split-face block, which continues up to the first floor window sills. From these sills on up, burgundy half-high, smooth-face CMU were used while the upper floor uses cream-colored units.

“Using CMU definitely expedited the schedule,” states Borman. “I believe we put that building up faster with CMU than it could be done framed.” “Budget and schedule are critical elements to the Army,” says Dan Callan, principal, WJA Design Collaborative. “We were able to stretch the budget by using a structural concrete block masonry wall system that emulates the look and color of adjacent brick veneer structures.”

Another big advantage of using CMU on this type of project is that “it helps meet the progressive collapse and force protection requirements that can be pretty stringent for military projects,” says Mike Steinthal, Absher Construction Company. “If you use wood-frame construction, you have to go back and beef up the structure quite a bit to meet those same requirements. By using concrete masonry units and placing a little extra reinforcement and solid-grout, it allowed us to easily comply.”

This structure has been a huge success and is the first at North Fort Lewis to attain LEED Silver certification for its energy savings and sustainable features. The project was awarded a 2007 National Design Build Award. Regarding the success of using CMU on the structure, Ted Lewis, project engineer, Army Corps of Engineers says, “It met all of our needs and gave us adequate force protection. It blends in well with other structures at North Fort Lewis. It turned out really nice.”

Beneficial Mass Wall Credits Will Remain in Washington Energy Codes

If you are designing a gymnasium, big-box retail, or one of several other building types, you can still utilize integral-insulated exposed single-wythe concrete masonry (CMU) walls for code compliance. This cost-effective wall system remains a prescriptive path design option in the latest Washington and Oregon energy codes.

Click here to view the full article by Tom Young (opens as PDF).

Concrete Masonry Building

 

 

 

 

 

 

Beneficial Mass Wall Credits Will Remain in Oregon Energy Codes

If you are designing a gymnasium, big-box retail, or one of several other building types, you can still utilize integral-insulated exposed single-wythe concrete masonry (CMU) walls for code compliance. This cost-effective wall system remains a prescriptive path design option in the latest Washington and Oregon energy codes.

Click here to view the full article by Tom Young (opens as PDF).

Concrete Masonry Building

 

 

 

 

 

 

 

Oregon:
Click below to view the SAM 19-01 – Single-wythe CMU mass wall exception, Chapter 4 (opens as PDF).

https://www.oregon.gov/bcd/codes-stand/documents/sam-19-01-18IECC.pdf