Portland Road Retail

Project: Portland Road Retail

Location: Salem, Oregon

Architect: Studio 3 Architecture

222 Commercial Street, N.E.

Salem, Oregon

97301

General Contractor: N/A

Square footage: approx. 4,060 sq. ft.

Status: Completion Winter 2009

This is a small retail building located on Portland Road in Salem. It only had the capacity for two tenants and was originally designed for Subway Sandwiches. The roof open-web wood chord joist with metal webs. The sheathing was plywood and was supported on masonry walls. The masonry walls were also used to resist the lateral forces. Overall this was a fairly straight forward building and construction went effortlessly and fast.

TVF&R Fire Station 58 Boulton

Project: TVF&R Fire Station 58 Boulton
Location: West Linn, Oregon

Architect: Peck Smiley Ettlin Architects

4412 SW Corbett

Portland, Oregon

97239

General Contractor: CSI Construction

Square footage: approx. 8,391 sq. ft.

Status: Completed Winter 2010

This was another fire station for Tualatin Valley Fire and Rescue in the West Linn area. The style of station 59 in the Willamette area was to match the buildings in the surrounding area. Station 58 on the other hand is located in a residential area and was not strict as station 59. Although the community was allowed input to the final design.

It was a 2-story structure and all wood construction. The second floor foot print is 9 feet smaller all around than the floor below. The walls for the second are supported on glulam beams which are then supported on columns down to the foundation. There is a beam line that runs north/south at the roof to support pre-manufactured press-plate trusses. The trusses were a mansard style and it created a well area for mechanical units to be placed and a solar panel on the roof. They also mounted a radio antena in this area. The east side the roof extended to the building edge below as to create a patio on the second floor.

Lateral forces from the roof diaphragm were taken out through shear walls on the second floor and transferred through drag struts and the second floor diaphragm. Beams/columns were sized to resist the lateral forces.

Most of the second floor framing used glulam beams. Over the apparatus bay steel wide flange beams were used which were supported on HSS columns to the foundation. The depth and cost of using glulam beams in this area got too deep and costly and they required as much clear height as possible to service the trucks and other equipment.

Because the project was built on a slight hill, extensive retaining walls were required to level the project site. A portion of the retaining wall system was not only designed for the soil pressure, but also the load from the trucks, as the drive way curved into the building. The construction took considerable time and in the end came out looking nice. A portion of them allowed for a planter near the street level.

Both this station and Station 59 replace existing stations. The capacity nearly doubled for Station 58 compared to the previous station.

In addition to Station 58 and 59, our office did Station 34 and Station 53 an several others.

TVF&R Fire Station 59

Project: TVF&R Fire Station 59

Location: Willamette Falls/West Linn, Oregon

Architect: Peck Smiley Ettlin Architects

4412 SW Corbett

Portland, Oregon

97239

General Contractor: CSI Construction.

Square footage: approx. 7,013 sq. ft.

Status: Completion Fall 2009

The fire station is a 2-story all wood construction. The only exception is where wood beams were unable to adequately span with the required load and clearance requirements. Steel wide flange beams were used in these cases with wood nailers fastened to the top flange with carriage bolts. Open web wood joist were used to span over the apparatus bay and repeated in the roof at the same location to minimize additional loads to the second floor joist. The remainder of the floor and roof framing was accomplished by using plywood web joist.

The foot print of the second floor was smaller than the first floor, creating an offset above. A steel angle was bolted to the studs to carry the brick on the upper wall. Many of the windows around the building had curved lintels. Steel HSS jambs and HSS headers were used to acheive this.

The construction of this building went fairly smooth, with the usual twist and turns. Head clearance at the main stair became an issue and we had to modify the frame that was already in place. The stair at the back needed an additional support, so a rod was added and supported off the glulam beam above.

In addition to Station 58 and 59, our office did Station 34 and Station 53 an several others.

Brookings Medical Center

Project: Brookings Medical Center

Location: Brookings, Oregon

Architect: Clark//Kjos Architects

333 NW Fifth Avenue

Portland, Oregon
97209

General Contractor:TODD Construction

Square footage: approx. 33,500 sq. ft.

Status: Completion February 2011

Brookings Medical Center which is part of the Curry General Hospital Health Network is a new facility in Brookings, Oregon.

The roof framing consist of light-gage metal joist which is sheathed with Fortacrete Structural Panels. The joist were supported by wide flange steel beams with the exception of glue-laminated beams longitudinally along the front wall because they were exposed to the lobby below. Essentially there are three different zones with the roof. On the left side was a sloping roof with a 1:12 slope towards the center. On the right side, we had a similar condition but the roof slope was 2:12. The center portion was dropped down by about three feet. In that center bay there was a penthouse for mechanical grilles.

The steel beams were supported on steel HSS columns and for the most part hidden in many of the walls. Non of the walls were used as bearing walls due to potential tenant improvements later in the building construction. However some of the walls became dedicated shear walls which attached to the roof structure.

The floor consist of steel beam framing with concrete slab on metal decking. This was about 67% of the floor area, while the remaining 33% was slab on grade. The retaining walls were formed with ICF (Insulated Concrete Forms) as well as the exterior concrete non-retaining walls.

The lateral resistance on the front main entry was taken through a series of rod bracing at the mid-height and then through the column to the foundation. The architect took the opportunity to dress the connection up and developed a visually pleasing connection. Also the glue laminated beam connections at the top have been dressed up as well.

The entry canopy consist of metal decking over steel HSS beams that cantilevered beyond the steel wide flange support beam. The HSS beams were hung from the steel beam to give it that pass under look. The steel wide flange beam is supported with a steel HSS column in the center and concrete piers on the ends.

Carlton Fire Station

Project: Carlton Fire Station

Location: Carlton, Oregon

Architect: Ivars Lazdins

3004 SW Bennington Drive

Portland, Oregon
97205

General Contractor: Haworth Construction

Square footage: approx. 7,300 sq. ft.

Status: Completed Summer 2009

Carlton Fire Station was two different building types. The apparatus bay was fabricated from a pre-engineered metal building and the administration/kitchen/training was constructed with wood framing. The two buildings were separated with seismic joint so they could act independently during a seismic event. The only engineering we did on the apparatus bay was the foundation and mezzanine in the apparatus bays. Originally it was to be designed as a five bay station, but budget cuts reduced it to a four bay station with only one mezzanine.

The mezzanine was design as a self-supporting structure as well, taking all vertical and lateral loads independent of the metal building structure. The structure was plywood floor sheathing on I-joist framing to 2x wood studs and plywood shear walls. Because it was a wood structure and it was small enough, it tied into the main wood building. Therefore, it shared a shear wall.

It was a fairly conventional wood structure, with press-plate wood trusses in the roof and 2x wood studs with plywood sheathed shear walls. Because of that, the building itself presented very little field construction issues.

NCSD Oregon Trail Elementary School Additions

Project: Oregon Trail Elementary School Additions

Location: Clackamas, Oregon

Architect: Architects Barrentine Bates Lee, AIA

200 North State Street

Lake Oswego, Oregon 97034

General Contractor: Bourke Construction.

Square footage: Conference Room: 545 sq. ft. / Cafeteria Addition: 1,160 sq. ft.

Status: Completed Summer 2009

This was an addition of two new spaces to an existing elementary school. The first one was a new conference room that was added next to the main entry. It consisted of plywood web I-joist with plywood roof sheathing for the roof and plywood shear walls on wood studs. As with any remodel it is the interface of the existing structure to the new that tends to complicate a project. This one room went up without an issue regardless of the existing connections.

The cafeteria portion was added to the east side of the existing cafeteria, providing more space for the kids at lunch time. The interface on the south did not present any problems, but it was the connecting of the new structure with the existing east wall. The existing wall was framed with large glue laminated beams (8 3/4 x 21) that were supported on 8 inch square tube columns. Below the beams were a series of smaller window openings jambs to resist wind. The architect/school wanted to remove the two end columns and hide new ones in the new walls, keeping the existing center column in place. This would provide a more open space than it would have if all the columns remained. I stitched bolted a pair of steel channels (C15x40) on either side of the existing glulam beams to increase the span to the new walls. Special connections were detailed to pick up the ends of the glulams where the columns were removed.

One major issue that presented itself on the project was the west wall of the new storage room. When demolishing the wall the contractor discovered an existing drain pipe in the location where the new column was to be placed. So they relocated the column and changed some of the framing around the area. We had to reframe the wall with new LSL studs where the TJI studs were removed. The architect lost 6" of space in the storage room as a result.

Newport Head Start

Project: Newport Head Start

Location: Newport, Oregon

Architect: Arbuckle Costic Architects, Inc.

363 State Street

Salem, Oregon 97301-3533

General Contractor: Greenberry Construction.

Square footage: 4,050 sq. ft.

Status: Completed 2009

An old mechanical repair shop that was converted to a Head Start building. The original building was constructed with CMU (concrete masonry units) on three sides and the front had concrete frames. We were able to secure the 1953 existing drawings for this building and the 1995 remodel so we could evaluate the building for current code standards.

May 28th was the grand opening for the center and was awarded for its "green" use.

The existing concrete structure appeared to be adequate for new lateral loads as did the masonry walls. However, there was no account for out-of-plane loading to the walls. They were already furring out the inside of the wall, so we opted to run the metal studs up to the underside of the existing roof diaphragm. These studs were fastened to the masonry walls with metal clips every 24 inches and screwed into the roof sheathing. New plywood was added to the roof of the existing structure to give it better diaphragm capabilities.

The new portion of the facility was standard wood framed construction consisting of press-plat trusses tying into the existing roof where applicable. The walls were 2x wood studs with plywood sheathing and lateral connections for wind/seismic forces. On the east side, a covered area was added which housed new mechanical units. It was framed with 2x rafters, glulam beams and wood I-joist. Lateral resistance was taken out by HSS columns embedded in nonconstrained footings on the outer perimeter.