Maya Baneva-Petkova

Project Manager
Experience
Maya has broad experience in structural engineering with an especially deep experience in post-tensioned concrete. She worked for 9 years as VSL, a company that specializes in post-tensioned concrete. She is skilled in AutoCAD, Computer-Aided Design (CAD), Structural Engineering, Construction, and Contract Management.
Education
M.S. - Civil Engineering - The University of Texas at Arlington.
Licensure
Licensed professional engineer in Texas.

Representative Experience

Personal representative experience may cover multiple employement engagements

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

The Shops at Clearfork

Fort Worth, Texas
  • 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.
Developer
Simon
Architect
Nelson Partners Design
Cost
Developer
Structured system
Foundation system
The Shops at Clearfork
Fort Worth, Texas

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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