The Arena’s unique curtain wall façade integrates a tilted diamond configuration set at a 10 degree angle, with 4 sided structural glazing. BAGS leveraged the company’s extensive knowledge of BIM, Revit Software and in-house structural engineering capacity to coordinate this complex skeletal frame. Additionally, BAGS worked proactively with the general contractor (Turner) and steel subcontractor (Schuff) to assure that the steel was in perfect placement. The Arena is framed as a giant one story building with 80’ tall walls. Therefore, each of the one hundred and seven 80’ glass panels had to span the entire height with 21 points of contact (or attachments) back to the buildings structural framing.  During BAGS initial layout, the steel ladders, which had only four defined layout points, were not meeting the tight tolerances that the window walls required. Instead of loosing time and momentum for the project by reconfiguring the framing, BAGS laid out the steel for the entire Arena – enabling Schuff to tighten their tolerances and provide BAGS with steel ladders that met the needs of the Curtain Wall. A critical component, which supported the project and enabled the entire team to meet the aggressive close-in schedule.