Darell White

Senior Revit Technician
Experience
Darell started work in residential home design in 1998. In 2004, Darell joined RL Goodson, and gained experience in commercial construction drafting using AutoCAD. Darell joined TSA in 2010. Beginning in 2012, he began doing more and more work in BIM modeling instead of AutoCAD. Some of his favorite projects include Atelier, Las Olas, KU Med.

Representative Experience

Personal representative experience may cover multiple employement engagements

TUKH Cambridge North Tower

Kansas City, Kansas

Concrete pan-joist construction at bottom five levels

Composite steel construction at upper patient floors

21’-0 Cantilevered floors at three bays at south end

Utility and service tunnels below street, linking new hospital with the CUP building

New two-level curved L-shaped bridge linking new hospital tower to the existing Heart Hospital building

Structural systems used were cast-in-place concrete, wide module pan joist, one-way concrete flat slabs, composite steel floor, multi-story steel trusses, steel beam and steel roof joist with lateral systems being concrete shear walls, diagonal steel bracing and steel moment frames.

Foundation systems were cast-in-place concrete grade beams, concrete basement walls, spread footing and drilled piers/caissons.

Developer
University of Kansas
Architect
Cannon Architects Design
Cost
Developer
Thirteen-level 340,000SF tower
Structured system
Foundation system
TUKH Cambridge North Tower
Kansas City, Kansas

Warehouse Wind Damage and Repair Design

Haltom City, Texas

Wind Damage - TSA was hired to investigate the damaged warehouse caused by high wind speeds. The roof was blown off and multiple steel joists were damaged as a result.

An interior investigation was performed to determine the extent of the joist damage and provide repairs for the damaged joists.

Developer
Architect
Cost
Developer
Structured system
Foundation system
Warehouse Wind Damage and Repair Design
Haltom City, Texas

Tornado Damage To Residence

Bowie, Texas

Tornado Damage - TSA was hired to investigate the damage caused by a tornado that resulted in a tree impacting the roof.

An investigation of the roof, attic, interior and exterior of the residence was performed to understand the extent of the damage.

Developer
Architect
Cost
Developer
Structured system
Foundation system
Tornado Damage To Residence
Bowie, Texas

Concrete Tile Hurricane Damage

Florida

Hurricane Damage - TSA investigated the extent of damage to 3 neighborhoods damaged following a hurricane in Florida.

Developer
Architect
Cost
Developer
Structured system
Foundation system
Concrete Tile Hurricane Damage
Florida

Toyota Music Factory

Irving, Texas

(9) building complex consisting of (4) one-story retail buildings, (2) two-story retail buildings, (1) multi-level music amphitheater, (1) two story restaurant plus amphitheater concession building (3 levels total) and four-story office building built above six levels of parking and retail (10 levels total)

Office building is a ten-level structure with 100,000SF office over multi-level 660,000SF parking structure and two-story retail space

(1) two-level plus mezzanine, 96,000SF cinema above retail / restaurant space

(6) 1 and 2-story retail / restaurant buildings

Covered amphitheater with lawn seating built above a below grade two story restaurant space

Concrete cast-in-place structure for office, parking and retail below office tower

Composite steel structure for other retail and restaurant buildings

Partial basement level at parking deck

Structural systems used were cast-in-place concrete, post tensioned beam, wide module pan joist and flat slab with lateral systems of concrete moment frames at the office buildings.

Structural systems for the retail buildings and amphitheater were composite steel floor, steel trusses, concrete tilt-up wall construction and steel roof joist with lateral systems being diagonal steel bracing, moment frames and concrete shear walls.

Foundation systems for all buildings were cast-in-place concrete grade beams and piers.

Developer
Architect
Gensler
Cost
Developer
10 Level / 100,000 Square Foot Office, 96,000 Square Foot Cinema, 660,000 Square Foot Parking Structure, 6 Restaurant/Retail Buildings, Covered Amphitheatre
Structured system
Foundation system
Toyota Music Factory
Irving, Texas

Phipps Plaza

Atlanta, Georgia

14-story office tower, 9-story hotel and 5-story food/fitness above a 4-level parking podium built over a demolished portion of the existing mall with renovations to the existing mall

Office building 350,000SF

Food/fitness building 135,000SF

Hotel 150-room 130,000SF with an additional 8,200SF ballroom and 4,200SF restaurant at the mall lobby level

Parking deck 490,000SF 900 car replacement garage

Existing renovations included the addition of two new escalators at an existing precast double tee parking deck, capacity upgrade of existing precast floor structure for higher occupancy loading, new atrium openings, addition of a new vestibule and new façade at the interface of the existing mall and the new office and food/fitness buildings.

Structural systems used were cast-in-place concrete, post tensioned beams, post tensioned one-way and two-way slabs, wide module pan joist, steel beams and steel joists with lateral systems being shear walls and concrete moment frames.

Structural systems for the existing mall renovations were structural steel and capacity upgrade/enhancements with fiber reinforced plastic (FRP) and drill and epoxy dowels.

Foundation systems for all buildings are cast-in-place concrete grade beams and auger cast piles with pile caps strategically located to not interfere with existing buildings abandoned piers.

Developer
Simon
Architect
Beck Architects
Cost
Developer
Structured system
Foundation system
Phipps Plaza
Atlanta, Georgia

Atelier Apartments

Dallas, Texas

42-story residential tower 920,000SF building

Includes six levels of parking deck with liner residential

Amenity deck at level 10 with pool and landscaped plaza

Two-level below grade parking for retail and restaurants

Bonded post-tensioned stage stressed transfer girders below amenity deck to support 30 levels of construction above.

Structural systems used were cast-in-place concrete, post tensioned beams, post tensioned two-way slabs, with lateral systems being concrete shear walls

Foundation systems were cast-in-place concrete grade beams, concrete basement walls and drilled piers/caissons.

Developer
ZOM
Architect
Stantec
Cost
Developer
Structured system
Foundation system
Atelier Apartments
Dallas, Texas
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