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North Carolina Fire Code Chapter 10
Occupant Load Calculator
Table 1003.2.2.2 Maximum Floor Area per Occupant Square Foot of Area Being 12000 Calculated
OCCUPANCY
FLOOR AREA IN SQUARE FEET PER OCCUPANT
V / S q F t
Occupant Load of Area
Agricultural building
300
gross
Aircraft hangars
500
gross
= =
40 24
Concourse
100
gross
=
120
Waiting areas
15
gross
=
800
Baggage claim
20
gross
=
600
Baggage handling
300
gross
=
40
1003.2.2.9 Fixed seating For areas having fixed seating without dividing arms, the occupant load shall not be less than the number of seats based on one person for each 18 inches (457 mm) of seating length.
Total Bench Length in Inches
Divided by
18-inches per person
Equals
Number of Occupants
/
18
=
0
The occupant load of seating booths shall be based on one person for each 24 inches (610 mm) of booth seat length measured at the backrest of the seat booth.
Airport terminal
Total Bench Length in Inches
Divided by
24-inches per person
Equals
Number of Occupants
/
24
=
0
Table 1005.1 Egress Width Per Occupant Served (Figure Occupant Load Using Existing Exits) Without Sprinkler System
Assembly Gaming floors (keno, slots, etc.)
11
gross
=
1091
See 1003.2.2.9
Assembly with fixed seats Assembly without fixed seats Concentrated (chairs only—not fixed)
Standing space
Unconcentrated (tables and chairs)
7
5
15
Bowling centers, allow 5 persons for each lane including 15 feet of runway, and for additional areas
7
Business areas
100
Courtrooms—other than fixed seating areas Dormitories
net
net
net
net
=
=
=
=
1714
2400
Occupancy Occupancie s other than those listed below.
Institutional: I-2
gross
=
120
40
net
=
300
50
gross
=
240
20
net
=
600
50
net
=
240
Exercise rooms
50
gross
=
240
H-5 Fabrication and manufacturing areas
200
gross
=
60
Industrial areas
100
gross
=
120
In./Occ
Stairways (Inches per Occupant)
Exit In.
0.2
Inpatient treatment areas
240
gross
=
50
Outpatient areas
100
gross
=
120
120
gross
=
100
200
gross
=
60
= = =
0 120 240
Library Reading rooms
50
net
Stack area
100
gross
Locker rooms
50
gross
In./Occ
Other egress components (Inches per occupant)
Exit In.
In./Occ
0.2
0.15
=
0
=
0
=
0
=
0
Exit In.
In./Occ
Exit In.
In./Occ
Exit In.
In./Occ
Exit In.
In./Occ
0.7
0.4
0.3
0.2
=
0
=
0
=
0
=
0
Exit In.
In./Occ
Exit In.
In./Occ
Exit In.
In./Occ
Exit In.
In./Occ
0.3 Not Applicable
0.2
Not Applicable 0
=
0
Table 1005.1 Egress Width Per Occupant Served (Figure Exit Inches Using Occupant Load) Without Sprinkler System
Occupancy Occupancie s other than those listed below.
Occ Load
Institutional: I-2
In./Occ
With Sprinkler System(a)
Other egress components (Inches per occupant)
Occ Load
0.3
In./Occ
Stairways (Inches per Occupant)
Occ Load
0.2
0
=
0
=
Occ Load
In./Occ
Occ Load
In./Occ
Occ Load
0.7
Other egress components (Inches per occupant)
In./Occ Occ Load In./Occ 0.2
=
Hazardous: H-1, H-2,H-3 and H-4
Institutional areas
Sleeping areas
Exit In.
0.3
Stairways (Inches per Occupant)
Shops and other vocational room areas
Kitchens, commercial
In./Occ
With Sprinkler System(a)
Other egress components (Inches per occupant)
=
Educational Classroom area
Exit In.
Hazardous: H-1, H-2,H-3 and H-4
800
1714
Stairways (Inches per Occupant)
0.4
0
0.15 =
In./Occ Occ Load In./Occ 0.3
=
0
=
0
=
Occ Load
In./Occ
Occ Load
In./Occ
Occ Load
0
0.2 =
0
In./Occ Occ Load In./Occ 0.3
Not Applicable
0
0.2
Not Applicable =
0
=
0
a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1 or 903.3.1.2.
March 14 2008 Concord Department of Fire Life Safety
