Load calculations were essential because of the significant weight of the structure. Some column loads exceeded 800,000 pounds. More importantly, significant lateral capacities influenced the use of multiple smaller shaft helical piles rather than fewer, larger capacity piles. With multiple piles battered to provide support in opposite directions, the lateral stability was greatly enhanced. In addition, site conditions, including rain, made installation challenging, but the crew was able to proceed with the work as planned because helical piers can be installed despite wetness, unlike other support methods. The crew completed the installation of 336 helical piers, for a total of 5,302 linear feet, in just five days.