• Multiple building complex consisting of (3) one-story retail buildings, (2) three-story office buildings above one level of retail (four-stories total), (1) four-story parking building above one level of retail (five levels total) and (1) four-story parking building above one-level of retail plus basement (six levels total)
• Building E1 was four-levels of parking deck with 395,000SF, 1070 car garage above 39,000SF of one-story retail space with two vertical transportation areas
• Building H1 was four-levels of parking deck with 366,500SF, 890 car garage above 94,000SF one-story retail space with two vertical transportation areas and a speed ramp
• Office building A1 was a four-level structure with 70,000SF office over 27,000SF one-story retail space
• Office building C1 was a four-level structure with 85,000SF office over 29,000SF one-story retail space
• Buildings F1 & F2 was 45,000SF of one story retail
• Buildings J1 & J2 was 29,000SF of one-story retail/restaurant space
• Structural systems used for the parking and office buildings were cast-in-place concrete, post tensioned beam, wide module pan joist and post-tensioned one-way flat slab with the lateral systems being concrete moment frames.
• Structural systems for the retail buildings were structural steel and steel trusses and steel roof joist with the lateral systems being steel moment frames and diagonal steel lateral bracing.
• Foundation systems for all buildings were cast-in-place concrete grade beams and piers.

• (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.

• New canopies / controlled entrances, classroom additions, and exterior / interior renovations
• 4,000 square foot new art addition
• Reviewed the entire floor existing structure for new for new occupancy loads and usage of spaces requiring multiple areas to have capacity upgrades for the new loading and bring compliant with new building codes
• 2,400 square foot floor replacement for a library media center
• Added 2 new ADA ramps and a monumental stair
• Added new roof structure enhancement for 10 new roof top units and WON door supports
• Structural systems were load-bearing masonry, composite steel floor, steel roof joist, carbon fiber FRP reinforcing and cast-in-place concrete slab over void form, grade beams and piers. Lateral systems were masonry shear walls.

• 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.

• New construction
• Five-story computer science classrooms with basement housing 300 graduate students and 70 faculty members with its own separate power generator system.
• The building featured a 2,900 square feet high performance visualization laboratory and 200-seat amphitheater.
• Structural systems were concrete wide pan-joist, steel canopy framing, concrete basement walls, and cast-in-place concrete grade beams and piers. Lateral systems were concrete moment frames.

• New construction
• Four-story underground parking structure with 600 spaces.
• Three-story 65,000 square feet of executive education and conference center featuring 7 large tiered classrooms, a 300-seat amphitheater, 3 dining areas, and a 21,000 square foot conference-ballroom with 12 break-out rooms, and 10,000 square foot executive office space.
• Structural systems were cast-in-place post-tensioned concrete beams, one-way concrete slab, two-way concrete slab, steel roof joist, steel beams, wood roof beams, long span exposed custom wood roof trusses and cast-in-place concrete grade beams and piers. Lateral systems were concrete moment frames.
• Six-story hotel with 300 rooms.
• Project size: 335,000 square feet (excluding parking garage) 520,000SF gross.

• New construction
• Multi story building that featured a 100 foot tall steeple structure and long span custom floor and roof trusses.
• Structural systems were composite steel floor, steel roof joist, steel trusses and cast-in-place concrete grade beams and piers. Lateral systems were braced frames and moment frames.

• New construction
• Two-story fine arts facility.
• The building featured a 900 seat recital hall, a 50-seat theater, art exhibit space, 2 large class rooms, 4 small seminar rooms, 13 studios and faculty offices.
• Structural systems were concrete wide pan-joist, steel roof beams, steel roof trusses, steel roof joist, and cast-in-place concrete grade beams and piers. Lateral systems were concrete shear walls and concrete moment frames.

• New 9th and 10th grade high school for Plano ISD
• Structural systems were load-bearing masonry, composite steel floor, steel roof joist, steel trusses and cast-in-place concrete grade beams and piers. Lateral systems were masonry shear walls, braced frames, and moment frames.

• 9th through 12th grade phased replacement high school.
• Structural systems were load-bearing masonry, composite steel floor, steel roof joist, steel trusses and cast-in-place concrete slab over void form, grade beams and piers. Lateral systems were masonry shear walls, braced frames, and moment frames.

New 70-foot-tall structural steel press box built and concession builds constructed in tandem with pre-engineered stadium addition

Two new restrooms buildings and a concession building underneath the new stadium bleachers.

New ticket booth.

Structural systems were load-bearing masonry, composite steel floor, steel roof joist, and cast-in-place concrete slab over void form, grade beams and piers. Lateral systems were masonry shear walls, braced frames, and moment frames.

• New construction two-story elementary school for Burleson ISD
• Structural systems were load bearing insulated concrete formed wall system, composite steel floor, steel roof joist, exposed heavy timber and cast-in-place concrete slab over void form, grade beams and piers. Lateral systems were load bearing insulated concrete formed shear walls, braced frames, and moment frames.