Stadium and Arena Construction: Coordination Across 100,000 Seats

The Coordination Problem at Scale

A 60,000-seat NFL stadium has about 2 million square feet of enclosed area. It has restaurants, broadcast infrastructure, massive electrical services, specialty lighting, scoreboard structural support, retractable roof mechanisms, and a back-of-house that supports sports, concerts, and civic events. Every one of those systems is individually larger than most commercial buildings. The integration is where drawing coordination fails.

Opening-day is usually tied to a specific game on a specific date. Every day the schedule slips costs the owner seven-figure revenue losses, and every RFI that causes a schedule delay shows up in litigation. The drawing review bar is accordingly high.

Long-Span Roof and Scoreboard Support

Long-span roofs—trusses, cable-supported systems, or retractable mechanisms—require structural coordination with every hanging load that passes below them:

• Scoreboards can weigh 1M+ lbs and require pre-engineered structural picks and lift paths
• Rigging grid for concerts and ceremonies needs load ratings published in structural drawings with specific pick points
• Lighting grids, catwalks, and speaker clusters must coordinate with truss geometry
• Retractable roof rail systems, drives, and maintenance access have to be coordinated with structural steel erection sequence—a point we cover in our structural steel erection errors guide

Egress for Peak Occupancy

Stadium egress requirements under IBC are driven by peak occupancy, which can exceed 100,000 people. Drawing review has to verify:

• Travel distance from every seat location to an exit (limited by occupancy and sprinkler status)
• Total egress width matching the calculated load, distributed across multiple exits with the 50% rule applied (no exit assumed for more than 50% of capacity)
• Mustering plaza capacity outside the building, coordinated with site plan circulation
• ADA-accessible routes from wheelchair seating locations with dispersed locations per ADA/IBC Section 1108—see our egress design mistakes for common errors

Concession, Kitchen, and Restroom Density

Venues have a different plumbing and exhaust profile than any other building type. 60,000 people use restrooms at halftime, meaning plumbing peak demand is 20x commercial normal. Concession stands produce grease-laden exhaust and high electrical loads on short runs.

• Restroom fixture counts by IBC plumbing code with amendments for assembly occupancy—verify the count matches against the approved occupancy
• Grease duct routing from each concession to roof, coordinated with long-span roof structure
• Floor sinks and floor drains in concession areas, with grease interceptors shown on the plumbing drawings
• Concession electrical panels sized for simultaneous grill, fryer, and refrigeration loads

Broadcast, IT, and Low-Voltage

Broadcast coordination is often a separate vendor that provides drawings late. The architectural and structural drawings have to reserve space for:

• Cable troughs from the broadcast compound to camera positions, with specific bend radii
• Camera platforms with dedicated power, signal, and communication
• Replay and broadcast rooms with appropriate HVAC and EMI shielding
• Ribbon board, video board, and LED sign structural support and power provisions

How Helonic Helps

Helonic reads large venue drawing sets—often 500+ sheets—and flags missing egress calculations, undocumented rigging load points, and inconsistent restroom fixture counts. On retractable-roof venues, the AI cross-references the mechanized roof with the MEP routing to identify where services cross the moving assembly.