Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 505
... stairway shall be not less than 4 inches nor greater than 71⁄2 inches . Except as permitted in Subsec- tions ( d ) ... stairway width is permitted . ( d ) Winding Stairways . In Group R , Division 3 Occupancies and in private stairways in ...
... stairway shall be not less than 4 inches nor greater than 71⁄2 inches . Except as permitted in Subsec- tions ( d ) ... stairway width is permitted . ( d ) Winding Stairways . In Group R , Division 3 Occupancies and in private stairways in ...
Page 506
... Stairways . Where a basement stairway and a stairway to an upper story terminate in the same exit enclosure , an approved barrier shall be provided to prevent persons from continuing on into the base- ment . Directional exit signs shall ...
... Stairways . Where a basement stairway and a stairway to an upper story terminate in the same exit enclosure , an approved barrier shall be provided to prevent persons from continuing on into the base- ment . Directional exit signs shall ...
Page 514
... stairway , exterior stairway or exit passageway leading to a public way . Side exits shall be accessible from a cross aisle . ( c ) Balcony Exits . Every balcony having an occupant load of more than 10 shall be provided with a minimum ...
... stairway , exterior stairway or exit passageway leading to a public way . Side exits shall be accessible from a cross aisle . ( c ) Balcony Exits . Every balcony having an occupant load of more than 10 shall be provided with a minimum ...
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