Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 520
... seating facilities except that aisles may be omitted when all of the following condi- tions exist : ( i ) Seats are ... seating board is not over 10 feet above grade . ( v ) The first seating board is not more than 20 inches above grade ...
... seating facilities except that aisles may be omitted when all of the following condi- tions exist : ( i ) Seats are ... seating board is not over 10 feet above grade . ( v ) The first seating board is not more than 20 inches above grade ...
Page 522
... SEATING is a structure that is used for tiered seating of persons , and whose overall shape and size may be reduced , without being dismantled , for purposes of moving or storing . ( c ) Design Requirements . See Chapter 23 and Section ...
... SEATING is a structure that is used for tiered seating of persons , and whose overall shape and size may be reduced , without being dismantled , for purposes of moving or storing . ( c ) Design Requirements . See Chapter 23 and Section ...
Page 523
... seating is adjacent to wall or fence within 6 inches of seating and of sufficient height and strength to afford the intended protection , guardrails may be omitted . Cross aisles located within the seating area shall be provided with ...
... seating is adjacent to wall or fence within 6 inches of seating and of sufficient height and strength to afford the intended protection , guardrails may be omitted . Cross aisles located within the seating area shall be provided with ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength