Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 72
... roof of a Group A , B , or C occupancy is not less than twenty - five feet ( 25 ' ) above any floor , balcony or gallery , fire protection of all members of the roof construction may be omitted . 5. Where the structural steel framework ...
... roof of a Group A , B , or C occupancy is not less than twenty - five feet ( 25 ' ) above any floor , balcony or gallery , fire protection of all members of the roof construction may be omitted . 5. Where the structural steel framework ...
Page 85
... roof ... Carrying 1 floor and roof .. 0 per 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 ...
... roof ... Carrying 1 floor and roof .. 0 per 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 ...
Page 191
... roofs except that in Type II buildings the roof sheathing shall be not less than two inches ( 2 ′′ ) nominal in thickness and except that concrete or gypsum roof slabs shall be not less than two inches ( 2 " ) in thickness . Roof ...
... roofs except that in Type II buildings the roof sheathing shall be not less than two inches ( 2 ′′ ) nominal in thickness and except that concrete or gypsum roof slabs shall be not less than two inches ( 2 " ) in thickness . Roof ...
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