• 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.

• 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.

• (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.

• 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.

• Sak’s Fifth Avenue store relocation involved the relocation of 32 columns in existing 5-story concrete building. Three relocated columns required support of 56’-long precast double-tees and a precast concrete girder.
• New outparcel building for luxury tenants constructed over below-grade parking deck.
• Former anchor store converted to in-line retail tenants, with removal of a column line to form a wider concourse with floor openings at three levels, and façade improvements which included creation of outdoor restaurant seating at two levels.
• Mall common area renovation included enlargement of vestibule with new escalators over truck tunnel below, new pedestrian bridges at vertical circulation core, and removal of four columns supporting concrete floor structure in operating tenant spaces.

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.

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.

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