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Page 499
... Doors Sec . 3303. ( a ) General . This Section shall apply to every exit door serv- ing an area having an occupant ... doors , regardless of occupant load . ( b ) Swing . Exit doors shall swing in the direction of exit travel when ...
... Doors Sec . 3303. ( a ) General . This Section shall apply to every exit door serv- ing an area having an occupant ... doors , regardless of occupant load . ( b ) Swing . Exit doors shall swing in the direction of exit travel when ...
Page 514
... Doors . All required exterior exit doors shall open in direction of exit travel . ( b ) Minimum Size of Exits . Every exit opening through which patients are transported in wheelchairs , stretchers or beds shall be of sufficient width ...
... Doors . All required exterior exit doors shall open in direction of exit travel . ( b ) Minimum Size of Exits . Every exit opening through which patients are transported in wheelchairs , stretchers or beds shall be of sufficient width ...
Page 639
... doors , glazing immediately adjacent to such doors , glazing adjacent to any surface normally used as a walking surface , sliding glass door units , in- cluding fixed glass panels which are part of such units , shower doors , tub ...
... doors , glazing immediately adjacent to such doors , glazing adjacent to any surface normally used as a walking surface , sliding glass door units , in- cluding fixed glass panels which are part of such units , shower doors , tub ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength