Oak Tower Facade Restoration

The problem:

  • Inadequate steel support of the masonry at building corners
  • Corrosion of steel shelf angle supports
  • Cracking of masonry units
  • Cracking of mortar joints

The BAMR solution:

  • Removal of masonry and installation of new steel supports at building corners
  • Removal of corrosion and installatation of flashing at steel supports
  • Replacement of masonry units
  • Grinding and tuckpointing of mortar joints

Client

K.C. Partners Oak Tower Partnership

Project Size

27-story high rise

Architect / Engineer

Holabird & Root

Role

Restoration Contractor

Location

Kansas City, MO

Service

Façade Structural Repair

Market

Commercial