Project Portfolio - Parking Structures
Project Portfolio Overview
Parking Structures
Hotels

Educational - Concrete

Wood Framing
Residential
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Seismic Upgrade / Retrofit
Public Municipal Facilities
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Utility / Labs / Special Condition
Concrete Packages
Design Build Parking Structures
Complete List of All Projects
Statistics:
340,000 sf. Suspended Slab
437 ea Columns & Pilasters
17,275 lf. Spandrel and Parapet
143,000 sf. of Walls
Overall Height 50 feet (3 levels)
Client:
Hensel Phelps Construction, Inc.
MCC Project Manager:
Jamie Rubling
MCC Project Engineer:
Jamie Rubling
MCC Superintendent:
Melvin Harris
Long Span Parking Structures Flat Slab and Capital Parking Structures Below Grade Parking Structures
Steel Beam Forms and Deck Tables
Gang Wood Beam Forms and Deck Tables
Hybrid – Precast Columns & Beams with Deck Tables
Example: Job #400 - Monarch Beach Resort Parking - Dana Point, CA
Project Photos Details
Project Description:
This 340,000 square foot parking structure was built in conjunction with a large resort hotel. The structure is recessed into the hillside to help obscure the garage from public view.

The project consisted of one level on grade and 3 suspended levels, each level is approximately 85,000 square feet in size. The suspended slabs and beams were formed using ganged wood beams and I-Joist deck tables fabricated on-site by MCC.

Vertical elements are predominately 18” x 24” and 24” x 24” columns and 143,000 csf. of wall. A majority of the walls are at the perimeter serving as structural retaining, and building separation walls. This had considerable impact on the ability to move forming materials around the project site. Perimeter walls were formed using a typical stud and waler form system fabricated by MCC. This forming system was chosen to facilitate, manage and control the perimeter fall hazards that were inherent by the inability to erect perimeter soffits with handrails. By leaving the wall system in place the perimeter fall protection needed for the suspended slab forming operation would already be in place prior to the setting of the shoring system.