Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 513
... aisle or foyer . With continental seating , as specified in Section 3314 , side aisles shall be not less than 44 inches in width . ( c ) Distances to Nearest Exit . In areas occupied by seats and in Group A Occupancies without seats ...
... aisle or foyer . With continental seating , as specified in Section 3314 , side aisles shall be not less than 44 inches in width . ( c ) Distances to Nearest Exit . In areas occupied by seats and in Group A Occupancies without seats ...
Page 520
... aisle or exitway . C. Width . Aisles serving seats on both sides shall have a minimum width of 42 inches . When serving seats on only one side , the aisle shall have a minimum width of 36 inches . 5. Cross aisles and vomitories . Cross ...
... aisle or exitway . C. Width . Aisles serving seats on both sides shall have a minimum width of 42 inches . When serving seats on only one side , the aisle shall have a minimum width of 36 inches . 5. Cross aisles and vomitories . Cross ...
Page 522
... aisles . When aisles are provided , aisles shall be arranged so that the number of seats between any seat and the nearest aisle shall not exceed : A. For seating within a building , the number of seats between any seat and an aisle ...
... aisles . When aisles are provided , aisles shall be arranged so that the number of seats between any seat and the nearest aisle shall not exceed : A. For seating within a building , the number of seats between any seat and an aisle ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
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