Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 85
... cent 0 per cent 5 per cent .10 per cent .15 per cent .20 per cent Carrying 2 floors and roof .. Carrying 3 floors and roof .. Carrying 4 floors and roof .. Carrying 5 or more floors and roof . Stores and Garages Carrying the roof ...
... cent 0 per cent 5 per cent .10 per cent .15 per cent .20 per cent Carrying 2 floors and roof .. Carrying 3 floors and roof .. Carrying 4 floors and roof .. Carrying 5 or more floors and roof . Stores and Garages Carrying the roof ...
Page 117
... cent . The average shear strength value for the glue joints from the three beams shall be not less than 90 per cent of the average shear strength at 12 per cent moisture for the species of wood ( see Table 8 , column 14 , " Wood ...
... cent . The average shear strength value for the glue joints from the three beams shall be not less than 90 per cent of the average shear strength at 12 per cent moisture for the species of wood ( see Table 8 , column 14 , " Wood ...
Page 118
... cent and shall not be less than seven per cent . No lamina shall have a moisture content differing by more than three per cent from the average moisture content of the assembly . ( g ) Surfaces . Surfaces to be glued shall be free from ...
... cent and shall not be less than seven per cent . No lamina shall have a moisture content differing by more than three per cent from the average moisture content of the assembly . ( g ) Surfaces . Surfaces to be glued shall be free from ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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