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Parking Structures


 

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636 Maple Ave. Parking Structure, Los Angeles

Owen Design provided parking consulting and full A+E design services as part of the design-build team for this 166,600 sq ft public and private use Parking Structure.

The proposed design/build project consists of a six-story (7 level) two-bay floor plate with end parking. The Parking Structure, all above grade is approximately 194’-0” x 138’-8” (lot line), providing parking for 442 cars, designed for two-way traffic flow and 90 degree angle parking with the required ramping system being a continuous helix from the Second Level to the Seventh (Roof) Level. The Ground Level is 14’-0” inside clear (high bay) expressly used for MTA parking of 10 buses with additional space for a minimum of 5 service vehicles/trucks/cars (electrical charging station(s) if required), and support facilities for the MTA with office, lounge and two restrooms for male/female drivers.

The Parking Structure from the Second level to the Seventh Level (roof) is designed to comply as an S-4 occupancy, open-air structure per the LA City Building Code. Structural design is for Type-1 construction, utilizing poured in-place concrete columns and poured in-place concrete post-tensioned beams and slabs.


Howard Hughes Parking Structure, Culver City

OWEN Design performed the structural analysis and design of this new 9-level, 710,000 Square Foot, 3,100 car parking structure as part of the Howard Hughes Entertainment Center. The project consists of a large subterranean parking structure under the entire entertainment center as a stand alone parking structure.

The parking structure consists of six levels above and three levels below ground. The vertical load carrying system consists of post-tensioned concrete slabs and beams and the foundation system consists of isolated footings. The lateral force resisting system of the structure consists of concrete shear walls in one direction and ductile concrete moment-resisting frames in the perpendicular direction. The lateral analysis was based on three-dimensional dynamic response spectra analysis for optimum construction cost efficiency.