Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 201
... exit . Aisles need not conform to this section . ( b ) Width . The width of ramps shall be as required for corridors . ( c ) Slope . The slope of a ramp shall ... Exit Outlets Exit Courts ( c ) Openings 201 1946 EDITION Sections 3305-3308.
... exit . Aisles need not conform to this section . ( b ) Width . The width of ramps shall be as required for corridors . ( c ) Slope . The slope of a ramp shall ... Exit Outlets Exit Courts ( c ) Openings 201 1946 EDITION Sections 3305-3308.
Page 202
... Exit Courts ( c ) Openings into Enclosures . There shall be no openings into exit enclosures except exit doorways and openings in exterior walls . Every exit door in an exit enclosure shall be a self - closing Class " B " fire door ...
... Exit Courts ( c ) Openings into Enclosures . There shall be no openings into exit enclosures except exit doorways and openings in exterior walls . Every exit door in an exit enclosure shall be a self - closing Class " B " fire door ...
Page 205
... Exit . Each room shall have an exit door located not more than one hundred twenty - five feet ( 125 ' ) distant from the nearest exit to the exterior or to a stairway , measured along the line of travel . ( e ) Doors . The width of exit ...
... Exit . Each room shall have an exit door located not more than one hundred twenty - five feet ( 125 ' ) distant from the nearest exit to the exterior or to a stairway , measured along the line of travel . ( e ) Doors . The width of exit ...
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