Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 238
... automatic Class " A " fire doors , one on each side of the opening and interconnected . Each Class " A " fire door shall have a fire resistance time period of three hours and shall be without glazed openings . ( e ) Class " B " Openings ...
... automatic Class " A " fire doors , one on each side of the opening and interconnected . Each Class " A " fire door shall have a fire resistance time period of three hours and shall be without glazed openings . ( e ) Class " B " Openings ...
Page 239
... Automatic fire doors shall be designed to close automatically when the temperature of a heat- actuated device reaches 165 degrees Fahrenheit or 50 degrees above maximum room temperature under normal conditions . Heat - actuated devices ...
... Automatic fire doors shall be designed to close automatically when the temperature of a heat- actuated device reaches 165 degrees Fahrenheit or 50 degrees above maximum room temperature under normal conditions . Heat - actuated devices ...
Page 273
... Automatic fuel shall be equipped with an automatic control or controls . Controls Such controls shall be arranged to shut off the main fuel sup- ply in the event that the temperature in the warm air pipe exceeds 250 degrees Fahrenheit ...
... Automatic fuel shall be equipped with an automatic control or controls . Controls Such controls shall be arranged to shut off the main fuel sup- ply in the event that the temperature in the warm air pipe exceeds 250 degrees Fahrenheit ...
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