A staging and rigging plan for a Knoxville show starts with the building, not the show. Thompson-Boling Arena, the Knoxville Convention Center, and Jacob Building each carry different clearance heights, different bridle rules, and different review timelines before a single motor gets hung.
The paperwork side of rigging is often the slower half of the job. A structural engineer's letter or a venue-approved point load chart can take longer to produce than the physical hang, which is why the plan has to start well before move-in week.
Staging and rigging priorities
- Confirm point loads and approved rigging locations with the venue before drawing the hang plot.
- Route any structural questions to the venue's engineering review early, since sign-off can take weeks.
- Separate stage deck and truss scopes so labor calls and load-in sequencing do not collide.
- Plan the dismantle sequence with the same care as the hang, since strike often runs on a tighter clock.
- Photograph and document the hang before strike begins, in case a post-show damage question comes up.
Arena rigging versus hall rigging
Thompson-Boling Arena's bowl and catwalk system supports large bridle configurations for university and touring events, but that capacity is managed tightly against the building's own event calendar and load charts.
A convention hall floor plan, by contrast, usually rigs from a lower fixed grid with defined point spacing. The math is simpler, but the tolerance for error is smaller because the grid was not designed around any one show's ambitions.
Neither venue treats rigging as a self-serve amenity. Both expect a hang plot submitted well ahead of load-in, reviewed against the building's own chart rather than a generic industry standard.
What the fire marshal actually reviews
Egress width, hanging sign clearance over walkways, and any structure built above a certain height typically draw a fire marshal review before move-in is complete. A rigging plan that treats this as a formality rather than a gate tends to lose a full move-in day to corrections.
- Egress paths kept clear beneath any hanging structure
- Point loads confirmed against the venue's own engineering chart
- Stage deck height and rail plan submitted ahead of the review window
Older buildings change the rigging math
Jacob Building at Chilhowee Park was built for livestock and agricultural exhibition, not touring production, so its structure reads differently than a modern hall's. A rigging plan written for a newer building rarely transfers without a fresh site survey.
That survey is worth doing early. Discovering a clearance conflict on move-in morning is the most expensive way to learn a building's limits.
Sequencing the crew so nothing waits on nothing
A rigging crew that arrives before the stage deck crew, or a truss hang that blocks the forklift path a different trade needs, turns a well-drawn plan into a standing argument on the floor. The schedule has to sequence trades in the order the building actually allows, not the order a generic production timeline assumes.
That sequencing matters even more at strike, when several trades are racing the same load-out window. A rigging plan that names who goes first, and why, keeps the last hour of a show from turning into overtime.
A short daily coordination call during a multi-day build, even five minutes, catches most sequencing conflicts before they cost a crew an idle hour on the floor waiting for another trade to clear its section.
Staging and rigging planning questions
How far ahead does a rigging plan need venue sign-off?
Structural review can take longer than the physical build, so the plan should route through the venue weeks before move-in, not days.
Does Thompson-Boling Arena allow exhibitor or third-party rigging crews?
Rigging work at the arena runs through the venue's own approval and load-chart process, which any outside crew has to work inside.
Is Jacob Building's rigging capacity the same as a modern convention hall?
No. Its structure predates purpose-built exhibition grids, so point loads and clearances need their own survey.
What usually delays a rigging strike?
A dismantle sequence that was not planned with the same detail as the hang, which turns an orderly strike into overtime labor.
Why document the hang with photos before strike?
A dated photo record settles a damage or condition question far faster than a memory of how the truss looked on move-in day.
Is a daily coordination call worth the time on a multi-day build?
Usually yes, since a short check-in between trades tends to catch sequencing conflicts before they cost a crew an idle hour.