Table 12.1.6 Construction Type Limitations for Assembly Occupancy
			Stories in Height b
Construction Type	Sprinklered a	Stories Below	1	2	3	4	≥5
I (442) c, d, e	Yes	X	X	X	X	X	X
	No	NP	X4	X4	X4	X4	X4
I (332) c, d, e	Yes	X	X	X	X	X	X
	No	NP	X4	X4	X4	X4	X4
II (222) c, d, e	Yes	X	X	X	X	X	X
	No	NP	X4	X4	X4	X4	X4
II (111) c, d, e	Yes	X1	X	X	X	X3	NP
	No	NP	X4	X4	X4	NP	NP
II (000)	Yes	X2	X	X4	NP	NP	NP
	No	NP	X4	NP	NP	NP	NP
III (211) d	Yes	X1	X	X	X	X3	NP
	No	NP	X4	X4	X4	NP	NP
III (200)	Yes	X2	X3	X4	NP	NP	NP
	No	NP	X4	NP	NP	NP	NP
IV (2HH)	Yes	X1	X	X	X	X3	NP
	No	NP	X4	X4	X4	NP	NP
V (111)	Yes	X1	X	X	X	X3	NP
	No	NP	X4	X4	X4	NP	NP
V (000)	Yes	X2	X3	X4	NP	NP	NP
	No	NP	X4	NP	NP	NP	NP

• X: Permitted for assembly of any occupant load.
• X1: Permitted for assembly of any occupant load, but limited to one story below the level of exit discharge.
• X2: Permitted for assembly limited to an occupant load of 1000 or less, and limited to one story below the level of exit discharge.
• X3: Permitted for assembly limited to an occupant load of 1000 or less.
• X4: Permitted for assembly limited to an occupant load of 300 or less.
• NP: Not permitted.
• ^a Protected by an approved, supervised automatic sprinkler system in accordance with Section 9.7 in the following locations:
• (1) Throughout the story of the assembly occupancy
• (2) Throughout all stories below the story of the assembly occupancy, including all stories below the level of exit discharge
• (3) In the case of an assembly occupancy located below the level of exit discharge, throughout all stories intervening between the story of the assembly occupancy and the level of exit discharge, including the level of exit discharge
• ^b See 4.6.3.
• ^c Where every part of the structural framework of roofs in Type I or Type II construction is 20 ft (6100 mm) or more above the floor immediately below, omission of all fire protection of the structural members is permitted, including protection of trusses, roof framing, decking, and portions of columns above 20 ft (6100 mm).
• ^d In open-air fixed seating facilities, including stadia, omission of fire protection of structural members exposed to the outside atmosphere is permitted where substantiated by an approved engineering analysis.
• ^e Where seating treads and risers serve as floors, such seating treads and risers are permitted to be of 1-hour fire resistance–rated construction. Structural members supporting seating treads and risers are required to conform to the requirements of Table 12.1.6. Joints between seating tread and riser units are permitted to be unrated, provided that such joints do not involve separation from areas containing high hazard contents and the facility is constructed and operated in accordance with 12.4.2.