BODO Development, Hotel and Parking Garage, Boise, ID
A project consisting of a seven-story hotel over a four-story parking structure. The hotel lobby, support space and retail use will be on the ground floor.

Oxnard Garage, Oxnard, CA
This project is a four-story parking structure with future provisions for retail space on the ground floor. This structure, capable of holding approximately 400 cars, will have access provided to the various levels through a circular speed ramp at one end of the structure.

450 Rhode Island, San Francisco, San Francisco, CA
This is a condominium/retail/parking complex consisting of approximately 117 condominium units contained in 2-, 3- and 4-story Type V buildings on a landscaped podium. The parking garage, on a sloping site, will have four staggered levels of parking.

Del Monte Center Garage Addition, Monterey, CA
This garage addition will consist of a two-level (one elevated level) parking deck addition to the existing parking structure, though separate from the existing structure.

Four Seasons Resort, Vail, CO
The project is a ten-story hotel-condominium structure with three levels of parking being below grade.

Bay Meadows Mixed-Use Site, Foster City, CA
This mixed-use project contains a subterranean parking structure of approximately 9000 square feet. In addition, two levels of elevated parking have been added to the project. Each of these elevated levels of parking is approximately 26,000 square feet.

Island Park Campus, Belmont, CA
Three-level, 100,000 square foot garage with parking for 320 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Network Appliance, Building 6, Parking Structure, Sunnyvale, CA
This phase of the Network Appliance project consists of a two-level parking structure adjacent to Building 6. The structure is long-span, cast-in-place concrete.

ConCar Parking Garage, San Mateo, CA
The ConCar parking garage is a two-level structure that will contain approximately 663 cars. In addition to the parking deck, there will also be a loading dock and associated ramps.

The Brannan, 233 Brannan Street, San Francisco, CA
Five-level (two below grade), 155,000 square foot garage with parking for 350 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Downtown Sunnyvale Parking Garage, Sunnyvale, CA
Four-level, below-grade garage of 710,000 square feet with parking for 2185 cars.
Structural system consists of a cast-in-place, two-way concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is a monolithic concrete mat.

Treat Towers, Pleasant Hill, CA
Five and one-half-level (two below grade), 375,000 square foot garage with parking for 1200 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting utilizes cast-in-place concrete shear walls. The foundation system is a monolithic concrete mat.

Avalon Towers, 388 Beale Street, San Francisco, CA
Five-level, 135,000 square foot garage with parking for 271 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Skyport Center Garage A, San Jose, CA
Four-level, 389,000 square foot garage with parking for 1200 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings.

Skyport Center Garage B, San Jose, CA
Four-level 210,000 square foot garage with parking for 700 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings.

Yahoo! Corporate Headquarters Parking, CA
Four-level, 300,000 square foot garage with parking for 940 cars.
Structural system consists of one-way cast-in-place post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings.

People Soft Parking Garage, Site 57, Pleasanton, CA
Four-level, 352,000 square foot garage with parking for 1050 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings. This is the first of five parking structures.

Peninsula Office Park Garage, San Mateo, CA
Two-level, 175,500 square foot garage with parking for 550 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings.

Seaport Plaza, Redwood City, CA
One-level, 55,000 square foot garage with parking for 160 cars.
Structural system consists of cast-in-place, two-way concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Broadway Pointe, Walnut Creek, CA
Four-level, 85,000 square foot garage with parking for 285 cars, the first level of which contains retail space. Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is conventional spread footings.

Oracle 520 Parking Structure, Redwood City, CA
Five-level, 248,000 square foot garage with parking for 725 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Electronic Arts Complex, Phases I and II, Redwood Shores, CA
Phase I is a four-building complex consisting of one, eight-story office building, approximately 260,000 square feet; one, six-story office building, approximately 150,000 square feet; one, two-story commons building, approximately 50,000 square feet, and a four-story, 874-car parking structure of approximately 260,000 square feet.
Phase II is a three-building complex consisting of one four-story office building containing approximately 320,000 square feet, one four-story parking structure of approximately 260,000 square feet and a one-story, freestanding auditorium building of 11,000 square feet.

Oracle 420 Parking Structure, Redwood City, CA
Five-level, 335,000 square foot garage with parking for 1000 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Oracle 320 Parking Structure, Redwood City, CA
Five-level, 385,000 square foot garage with parking for 1175 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Oracle 220 Parking Structure, Redwood City, CA
Five-level, 342,000 square foot garage with parking for 1000 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Electronics For Imaging, Foster City, CA
Six-level, 300,000 square foot garage with parking for 1190 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Regency Center, Santa Clara, CA
Four-level, 192,000 square foot garage with parking for 575 stars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Pruneyard Place Garage, Campbell, CA
Three-level, 240,000 square foot garage with parking for 700 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

488 Almaden Boulevard, San Jose, San Jose, CA
Eleven-level (three below grade), 408,000 square foot garage with parking for 1170 cars.
Structural system consists of concrete fill over metal deck spanning to wide flange steel beams supported on wide flange steel columns. The lateral load-resisting system utilizes steel braced frame and moment frames. The foundation system is a monolithic concrete mat.

Watergate IV Office Complex, Emeryville, CA
Four-level, 280,000 square foot garage with parking for 825 cars.
Structural system consists of one-way cast-in-place post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Adobe Headquarters Building, Phase I, San Jose, CA
Six-level (two below grade), 440,000 square foot garage with parking for 950 cars.
Structural system consists of concrete fill over metal deck spanning to wide flange steel beams supported on wide flange steel columns. The lateral load resisting system utilizes steel braced frame and moment frames. The foundation system is a monolithic concrete mat.

Adobe Headquarters Building, Phase II, San Jose, CA
Six-level (two below grade), 330,000 square foot garage with parking for 850 cars.
Structural system consists of concrete fill over metal deck spanning to wide flange steel beams supported on wide flange steel columns. The lateral load resisting system utilizes steel braced frame and moment frames. The foundation system is a monolithic concrete mat.

Amanlodge, Jackson Hole, WY
One-level, 14,000 square foot garage with parking for 85 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral-load resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

The Gap Parking Structure, San Bruno, CA
Five-level, 252,000 square foot garage with parking for 750 cars.
Structural system consists of one-way cast-in-place post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings.

USF Koret Parking Platform, San Francisco, CA
Two-level, 55,000 square foot garage with parking for 150 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Portside I Parking Garage, San Francisco, CA
Two-level, 110,000 square foot with parking for 350 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

631 Folsom Street, San Francisco, San Francisco, CA
Two levels below grade, 58,000 square foot garage with parking for 160 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Pacific Heights Towers, 1901 Van Ness Avenue,
San Francisco, CA
Three-level, below-grade, 108,000 square foot garage with parking for 300 cars.
Structural system consists of a cast-in-place, two-way concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is a monolithic concrete mat.

San Mateo Park Hotel, San Mateo, CA
Four-level, 120,000 square foot garage with parking for 375 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Marin Lofts, San Rafael, CA
One-level, 16,000 square foot garage with parking for 45 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Magnolia Place, San Francisco, CA
Two-level, 20,000 square foot garage with parking for 50 cars.
Structural system consists of a cast-in-place, two-way concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Civic Plaza Condominiums, San Francisco, CA
Three-level, below-grade, 60,000 square foot garage with parking for 135 cars.
Structural system consists of a cast-in-place, two-way concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Red Lion Hotel Parking Structure, San Jose, CA
Two-story, 110,000 square foot garage with parking for 350 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

Marriott Great America, Santa Clara, CA
Two-level, 85,000 square foot garage with parking for 250 cars.
Structural system consists of a cast-in-place, two-way, post-tensioned concrete flat slab supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is shallow spread footings

San Francisco International Airport Garage, San Francisco, CA
Added two stories over existing garage for a total of five stories. Conventionally reinforced concrete construction with a deep pile foundation system due to Bay mud deposits. (1000 cars)

Wells Fargo Center, Sacramento, CA
Six-level, 320,000 square foot garage with parking for 950 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

10 Almaden Parking Structure, San Jose, CA
Six-level, 340,000 square foot garage with parking for 1000 cars.
Structural system consists of one-way, cast-in-place, post-tensioned concrete slab supported on precast, pre-stressed concrete beams supported on concrete columns. The lateral load-resisting system utilizes cast-in-place concrete shear walls. The foundation system is precast concrete driven piles.

Sugar Bowl Ski Area Parking Structure, Norden, CA
Three-level, 90,000 square foot garage with parking for 250 cars.
Structural system consists of concrete fill over metal deck spanning to wide flange steel beams supported on wide flange steel columns. The lateral load-resisting system utilizes steel braced frame and moment frames. The foundation system is shallow spread footings.

Baner Building, San Mateo, CA
This Senior Housing project will include two 4- to 5-story residential buildings over a below-grade parking garage. The approximate gross square footage of the garage is 38,5000 square feet and the residential buildings are approximately 22,500 square feet and 5800 square feet, respectively.

Lytton Building, Palo Alto, CA
This 60,000 square foot, steel frame office building is three stories in height and has two basements for parking.
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