Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 85
... corridors by con- struction having a fire - resistance rating of not less than one hour . Openings to such corridors shall be equipped with doors conforming to Section 3304 ( h ) regardless of the occupant load served . Every apartment ...
... corridors by con- struction having a fire - resistance rating of not less than one hour . Openings to such corridors shall be equipped with doors conforming to Section 3304 ( h ) regardless of the occupant load served . Every apartment ...
Page 503
... Corridors and Exterior Exit Balconies Sec . 3304. ( a ) General . This section shall apply to every corridor serving ... corridors . Exit corridors shall be continuous until egress is provided from the building and shall not be ...
... Corridors and Exterior Exit Balconies Sec . 3304. ( a ) General . This section shall apply to every corridor serving ... corridors . Exit corridors shall be continuous until egress is provided from the building and shall not be ...
Page 516
... Corridors and Exterior Exit Balconies . The width of a corridor in a Group E , Division 1 Occupancy shall be the width required by Section 3302 , plus 2 feet , but no corridor shall be less than 6 feet wide . EXCEPTION : When the number ...
... Corridors and Exterior Exit Balconies . The width of a corridor in a Group E , Division 1 Occupancy shall be the width required by Section 3302 , plus 2 feet , but no corridor shall be less than 6 feet wide . EXCEPTION : When the number ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength