Section 7.3.1/Capacity of Means of Egress
NFPA 101 Section 7.3.1 establishes egress capacity calculations based on occupant load and width factors for stairs, doors, and level components.
The capacity of each means of egress component must be sufficient for the occupant load it serves. Stairway capacity is calculated at 0.3 inches per person (or 0.2 inches for non-sprinklered buildings). Level components (doors, corridors, ramps) are calculated at 0.2 inches per person (or 0.15 inches for non-sprinklered). The total egress capacity of all exits from a floor must accommodate the total occupant load of that floor. Each exit must be sized to accommodate its proportional share of the occupant load plus any additional capacity required by the loss-of-one-exit calculation.
Why this section exists
Egress components that are too narrow for the occupant load create bottlenecks during evacuation. A 36-inch stairway serving 500 occupants would create a dangerous crush at the entrance. The capacity factors are derived from research on pedestrian flow rates through various components. The loss-of-one-exit provision ensures that even if one exit is blocked by fire, the remaining exits can handle the full occupant load. This redundancy is what makes building egress systems reliable under fire conditions.
What plan reviewers look for
Plan reviewers calculate the total occupant load per floor and verify the total exit capacity (sum of all exit widths times the capacity factor) exceeds the occupant load. They check each stairway width against its proportional share. They perform the loss-of-one-exit calculation: remove the largest exit and verify the remaining exits can still handle the total occupant load. They check door widths along the egress path.