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Our first decade as a firm: In 1965, Ray Chalker and Skip Bush established Chalker Engineers—the same year the Beatles released four new albums including “Help”, gas was 31 cents a gallon, and an attempt to move the Cleveland Indians to Seattle fell apart.
In the early 1980's, Chalker Engineers (known today as PCS Structural Solutions) designed a network of glulam arching trusses to span further than ever before and incorporated pre-cast concrete hollow core planks to shave time off construction schedules. At the same time, big hair and neon dominated fashion, the average cost of a new home was $82,200, and Bill Gates was hired by IBM to create an operating system for a new PC.
2nd generation of leadership: in 1987, Dan Putnam, Jim Collins, and Don Scott took over the reins as firm leaders with the support of their associates depicted above (left to right) Aaron Goodwin, Gary Beckner, Rick Oehmcke, and Jack Pinkard. 1987 was also the year that Bon Jovi was topping the charts with his smash hit "Livin' on a Prayer", the cost of Superbowl ad was $600,000, and the Seattle Seahawks signed "The Boz", Brian Bosworth, to the biggest rookie contract in NFL history.
Our 4th decade as a firm began with key projects that marked the revitalization of downtown Tacoma, the growth of our Seattle office, and ended with PCS championing and embracing the soon-to-be BIM revolution. The turn of the century also brought us reality TV (50 million viewers watched the first season finale of Survivor), oil topping at $30/barrel for the first time, and banking software that used four digits to represent the year.
Celebrating our 5th decade: In 2007, after collaborating with Dan, Jim and Don on a legacy rebrand campaign, Brian Phair and Craig Stauffer transitioned into CEO and President of PCS Structural Solutions ushering in a new era of 3D design tools and pushing a culture of enhanced collaboration.
Looking ahead from 2016 and beyond to the next 50 years, we eagerly look forward to future decades and the stories and relationships they will bring. The opening of our new Portland office and expansion of our Seattle space will enable us to continue working as one unified firm with national reach and a singular passion.
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With early facilitation of retrofit options with the building department—leveraging our longstanding relationship with the agency—we knew we could achieve an early structural permit, fueling an aggressive project schedule. This was particularly key for the out-of-state developer.
How did you achieve that early structural permit?
We reached out to the building official at the City of Lacey to discuss our process. After we gave him our preliminary scope, we coordinated a meeting at 60 percent progress to show how our design had evolved, followed by a permit intake. At that point, if everything was similar to our 60-percent progress drawings, he told us that he could approve our structural permit in 48 hours or less.
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What was your bold solution to retrofit this building within the budget and schedule constraints?
The existing building was constructed very economically with a braced frame structure. To save costs and replace the braced frames with a safer, more resilient system, we “cut” the building in two to seismically isolate each half and redirect load. Then we replaced the braced frames with one strategically placed concrete wall, which balanced the force distribution across the separate buildings.
What tools did you take away from this project?
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Todd Parke is an Associate Principal with PCS and has been with the firm since 2006. As one of PCS’s Healthcare Team leaders, his extensive background in hospital and medical office design informs his efforts to expand the firm’s healthcare market presence across the Northwest.
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With early facilitation of retrofit options with the building department—leveraging our longstanding relationship with the agency—we knew we could achieve an early structural permit, fueling an aggressive project schedule. This was particularly key for the out-of-state developer.
How did you achieve that early structural permit?
We reached out to the building official at the City of Lacey to discuss our process. After we gave him our preliminary scope, we coordinated a meeting at 60 percent progress to show how our design had evolved, followed by a permit intake. At that point, if everything was similar to our 60-percent progress drawings, he told us that he could approve our structural permit in 48 hours or less.
We pushed a lot of work through in a short amount of time and came to the permit intake meeting at 95 percent construction documents. The building official was impressed with our presentation and how little our retrofit approach had changed between 60 percent and 95 percent. Both those factors enabled him to approve the permit almost immediately.
How did the early permit affect the construction process?
The structural permit was approved a full two months ahead of the building permit, which enabled the contractor to get an early start on shop drawings, groundwork, foundations and slab strengthening. Our proactive work provided added value by buying back some time in the schedule.
What was your bold solution to retrofit this building within the budget and schedule constraints?
The existing building was constructed very economically with a braced frame structure. To save costs and replace the braced frames with a safer, more resilient system, we “cut” the building in two to seismically isolate each half and redirect load. Then we replaced the braced frames with one strategically placed concrete wall, which balanced the force distribution across the separate buildings.
What tools did you take away from this project?
We learned that it’s possible to achieve a tight schedule by engaging early in discussions with the permitting jurisdiction. With early research and maintaining a consistent retrofit strategy, we achieved an “over-the-counter” structural permit on a $25 million hospital. This early structural focus and intensity added significant value by providing more time and flexibility for the broader design team.
Todd Parke is an Associate Principal with PCS and has been with the firm since 2006. As one of PCS’s Healthcare Team leaders, his extensive background in hospital and medical office design informs his efforts to expand the firm’s healthcare market presence across the Northwest.
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string(3375) " The South Sound Behavioral Hospital will bring 108 much-needed new beds for psychiatric health services to Lacey, WA. What was PCS’s approach to this project?
This project is actually an adaptive reuse of an existing 1980s office building which required extensive seismic upgrades. The owner wanted to save costs by letting the seismic retrofit drive the final design, so we realized that determining the pressing questions early on was key to leveraging this approach.
With early facilitation of retrofit options with the building department—leveraging our longstanding relationship with the agency—we knew we could achieve an early structural permit, fueling an aggressive project schedule. This was particularly key for the out-of-state developer.
How did you achieve that early structural permit?
We reached out to the building official at the City of Lacey to discuss our process. After we gave him our preliminary scope, we coordinated a meeting at 60 percent progress to show how our design had evolved, followed by a permit intake. At that point, if everything was similar to our 60-percent progress drawings, he told us that he could approve our structural permit in 48 hours or less.
We pushed a lot of work through in a short amount of time and came to the permit intake meeting at 95 percent construction documents. The building official was impressed with our presentation and how little our retrofit approach had changed between 60 percent and 95 percent. Both those factors enabled him to approve the permit almost immediately.
How did the early permit affect the construction process?
The structural permit was approved a full two months ahead of the building permit, which enabled the contractor to get an early start on shop drawings, groundwork, foundations and slab strengthening. Our proactive work provided added value by buying back some time in the schedule.
What was your bold solution to retrofit this building within the budget and schedule constraints?
The existing building was constructed very economically with a braced frame structure. To save costs and replace the braced frames with a safer, more resilient system, we “cut” the building in two to seismically isolate each half and redirect load. Then we replaced the braced frames with one strategically placed concrete wall, which balanced the force distribution across the separate buildings.
What tools did you take away from this project?
We learned that it’s possible to achieve a tight schedule by engaging early in discussions with the permitting jurisdiction. With early research and maintaining a consistent retrofit strategy, we achieved an “over-the-counter” structural permit on a $25 million hospital. This early structural focus and intensity added significant value by providing more time and flexibility for the broader design team.
Todd Parke is an Associate Principal with PCS and has been with the firm since 2006. As one of PCS’s Healthcare Team leaders, his extensive background in hospital and medical office design informs his efforts to expand the firm’s healthcare market presence across the Northwest.
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string(3737) "A building is only as strong as its foundation. Tell us about the University of Washington (UW) Tacoma Paper & Stationery Building.
It was built in 1904 in historic downtown Tacoma. Over the years it has served as a biscuit and candy factory, stationery facility and home to the Old Spaghetti Factory restaurant. In 2016, UW Tacoma decided to renovate the building for science classrooms, social areas and event spaces. As the last of the Tacoma campus’s historic warehouse renovations, it was awesome to help turn it into a welcoming entry to campus for commuter students.
What were the project challenges?
The issues weren’t with the building itself, but rather the contaminated soil on which it sat. For most buildings we would sink a large foundation below grade, but doing so here would require extensive excavation, disrupting the soils and triggering costly remediation to remove the contaminated ground below the building.
How did working on this shared problem connect the project team?
Early communication with the GC/CM, with a lot of pushing and pulling ideas and sharing perspectives. We brainstormed some different solutions with the contractor, who compared the dollar value of our ideas. Together, we came up with the most cost-effective solution.
AKA teamwork!
Absolutely. Our relationship with the contractor was vital to this project, because they were able to determine if our plan would pay off financially down the road.
What was the bold solution?
A large foundation to support this four-story building would have required expensive contaminated soil excavation. To minimize soil disruption, we engineered shear walls supported by micropiles. These micropiles were 7-inch diameter steel-cased beams drilled into the ground and surrounded by grout, eliminating need for a below-grade foundation.
How did you come up with this idea?
A lot of digging. We’d form an idea, then the contractor would ask for specifics, then we’d dig deeper for answers. With detail they were able to determine the cost of every idea, which is ultimately how we landed on using the micropiles.
Why aren’t micropiles used more often?
They’re expensive. The decision came down to detailed financial analysis by the contractor, who ultimately decided that micropiles were the optimal choice in this case. You have to weigh the different concerns in order to come up with the best solution for any specific project.
What are you taking forward from this process?
How the solution came to be. We were all open to each other’s perspectives; instead of simply applying a one-size-fits-all foundation which would necessitate contaminated soil removal, we listened to the contractor’s concerns and went back to the drawing board.
Wes Neeley has been with PCS Structural Solutions since 2001 and was named a Senior Associate in 2018. Wes gained first-hand construction experience from growing up around his father’s construction company, and he uses that knowledge to support the planning, design and construction of a variety of project types. Wes has served as a Project Manager and Engineer on many institutional, educational and commercial projects, and he enjoys exploring creative solutions for complex problems.
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It was built in 1904 in historic downtown Tacoma. Over the years it has served as a biscuit and candy factory, stationery facility and home to the Old Spaghetti Factory restaurant. In 2016, UW Tacoma decided to renovate the building for science classrooms, social areas and event spaces. As the last of the Tacoma campus’s historic warehouse renovations, it was awesome to help turn it into a welcoming entry to campus for commuter students.
What were the project challenges?
The issues weren’t with the building itself, but rather the contaminated soil on which it sat. For most buildings we would sink a large foundation below grade, but doing so here would require extensive excavation, disrupting the soils and triggering costly remediation to remove the contaminated ground below the building.
How did working on this shared problem connect the project team?
Early communication with the GC/CM, with a lot of pushing and pulling ideas and sharing perspectives. We brainstormed some different solutions with the contractor, who compared the dollar value of our ideas. Together, we came up with the most cost-effective solution.
AKA teamwork!
Absolutely. Our relationship with the contractor was vital to this project, because they were able to determine if our plan would pay off financially down the road.
What was the bold solution?
A large foundation to support this four-story building would have required expensive contaminated soil excavation. To minimize soil disruption, we engineered shear walls supported by micropiles. These micropiles were 7-inch diameter steel-cased beams drilled into the ground and surrounded by grout, eliminating need for a below-grade foundation.
How did you come up with this idea?
A lot of digging. We’d form an idea, then the contractor would ask for specifics, then we’d dig deeper for answers. With detail they were able to determine the cost of every idea, which is ultimately how we landed on using the micropiles.
Why aren’t micropiles used more often?
They’re expensive. The decision came down to detailed financial analysis by the contractor, who ultimately decided that micropiles were the optimal choice in this case. You have to weigh the different concerns in order to come up with the best solution for any specific project.
What are you taking forward from this process?
How the solution came to be. We were all open to each other’s perspectives; instead of simply applying a one-size-fits-all foundation which would necessitate contaminated soil removal, we listened to the contractor’s concerns and went back to the drawing board.
Wes Neeley has been with PCS Structural Solutions since 2001 and was named a Senior Associate in 2018. Wes gained first-hand construction experience from growing up around his father’s construction company, and he uses that knowledge to support the planning, design and construction of a variety of project types. Wes has served as a Project Manager and Engineer on many institutional, educational and commercial projects, and he enjoys exploring creative solutions for complex problems.
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string(3737) "A building is only as strong as its foundation. Tell us about the University of Washington (UW) Tacoma Paper & Stationery Building.
It was built in 1904 in historic downtown Tacoma. Over the years it has served as a biscuit and candy factory, stationery facility and home to the Old Spaghetti Factory restaurant. In 2016, UW Tacoma decided to renovate the building for science classrooms, social areas and event spaces. As the last of the Tacoma campus’s historic warehouse renovations, it was awesome to help turn it into a welcoming entry to campus for commuter students.
What were the project challenges?
The issues weren’t with the building itself, but rather the contaminated soil on which it sat. For most buildings we would sink a large foundation below grade, but doing so here would require extensive excavation, disrupting the soils and triggering costly remediation to remove the contaminated ground below the building.
How did working on this shared problem connect the project team?
Early communication with the GC/CM, with a lot of pushing and pulling ideas and sharing perspectives. We brainstormed some different solutions with the contractor, who compared the dollar value of our ideas. Together, we came up with the most cost-effective solution.
AKA teamwork!
Absolutely. Our relationship with the contractor was vital to this project, because they were able to determine if our plan would pay off financially down the road.
What was the bold solution?
A large foundation to support this four-story building would have required expensive contaminated soil excavation. To minimize soil disruption, we engineered shear walls supported by micropiles. These micropiles were 7-inch diameter steel-cased beams drilled into the ground and surrounded by grout, eliminating need for a below-grade foundation.
How did you come up with this idea?
A lot of digging. We’d form an idea, then the contractor would ask for specifics, then we’d dig deeper for answers. With detail they were able to determine the cost of every idea, which is ultimately how we landed on using the micropiles.
Why aren’t micropiles used more often?
They’re expensive. The decision came down to detailed financial analysis by the contractor, who ultimately decided that micropiles were the optimal choice in this case. You have to weigh the different concerns in order to come up with the best solution for any specific project.
What are you taking forward from this process?
How the solution came to be. We were all open to each other’s perspectives; instead of simply applying a one-size-fits-all foundation which would necessitate contaminated soil removal, we listened to the contractor’s concerns and went back to the drawing board.
Wes Neeley has been with PCS Structural Solutions since 2001 and was named a Senior Associate in 2018. Wes gained first-hand construction experience from growing up around his father’s construction company, and he uses that knowledge to support the planning, design and construction of a variety of project types. Wes has served as a Project Manager and Engineer on many institutional, educational and commercial projects, and he enjoys exploring creative solutions for complex problems.
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AKA teamwork!
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