Project Portfolio - Parking Structures
Project Portfolio Overview
Parking Structures
Hotels

Educational - Concrete

Wood Framing
Residential
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Correction Facilities
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Convention & Sporting Complexes
Manufacturing Structures
Seismic Upgrade / Retrofit
Public Municipal Facilities
Civil and Site Work Projects
Utility / Labs / Special Condition
Concrete Packages
Design Build Parking Structures
Complete List of All Projects
Statistics:
309,000 sf. Slab-on-Grade
605,000 sf. Suspended Slab
967 ea. Columns 71,000 csf.
(701-round, 266-rectangular)
64,000 csf. Walls
Overall Height 125 ft.
(9 levels above grade)
Client:
Devcon Construction Inc.
MCC Project Manager:
Scot McClone
MCC Project Engineer:
David Penso
MCC Superintendent:
Larry Judkins
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 - Deck Tables Set Between Precast Columns & Beams
Example: Job #378 - Franklin Templeton Building 5 - St. Petersburg, FL
Project Photos Details
Project Description:
This addition to existing buildings on the Franklin Templeton campus consists of a 305,000 square foot elevated podium that providing parking for an 8-story, 300,000 square foot concrete office structure.

The podium level is divided into 3-areas which are approximately 100,000 square feet in size. Each 100,000 square foot area was separated into pour areas ranging from approximately 10,000-25,000 square feet each. The center podium area supports the 8-story office tower and is also covered in a secondary concrete top slab varying in thickness from 3” to 24” to accommodate landscaping features. The perimeter of the podium is surrounded with stainless-steel barrier cable railing, while the office structure is clad in pre-cast panels and aluminum and glass curtain walls.

The 8-story office structure consists of an 8” thick post-tensioned concrete slab and cap construction supported on round columns and central elevator core. The 40,000 square foot floor plates were separated into three pour areas.

The project’s vertical elements consisted of nearly 1000 columns and an elevator core consisting of 12” concrete walls. There are approximately 5,000 embedded items primarily required to attach the pre-cast panels and curtain walls, but also were required for stairs, elevators, structural steel, and other miscellaneous connections.