Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 199
... exit door serving an occupant load of more than 10 , and from hazardous rooms or areas . ( b ) Swing . Exit doors ... Access to Exits . Floors above the first floor shall have exits so arranged that it is possible to go in either ...
... exit door serving an occupant load of more than 10 , and from hazardous rooms or areas . ( b ) Swing . Exit doors ... Access to Exits . Floors above the first floor shall have exits so arranged that it is possible to go in either ...
Page 202
... Exit Courts ( c ) Openings into Enclosures . There shall be no openings into exit enclosures except exit doorways ... Access . There shall be no opening directly into the interior of the building . Access shall be through a vestibule ...
... Exit Courts ( c ) Openings into Enclosures . There shall be no openings into exit enclosures except exit doorways ... Access . There shall be no opening directly into the interior of the building . Access shall be through a vestibule ...
Page 205
... Exit . Each room shall have an exit door located not more than one hundred twenty - five feet ( 125 ' ) distant from ... access to two separate exits . Occupancies ( b ) Corridor Dead Ends . There shall be no dead end in any corridor or hall ...
... Exit . Each room shall have an exit door located not more than one hundred twenty - five feet ( 125 ' ) distant from ... access to two separate exits . Occupancies ( b ) Corridor Dead Ends . There shall be no dead end in any corridor or hall ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood