Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 131
... volume of spiral reinforcement to the volume of the concrete core ( out to out of spirals ) of a spirally reinforced concrete column . Total allowable axial load on a column whose length does not exceed 10 times its least cross ...
... volume of spiral reinforcement to the volume of the concrete core ( out to out of spirals ) of a spirally reinforced concrete column . Total allowable axial load on a column whose length does not exceed 10 times its least cross ...
Page 250
... volume , or a prepared gypsum sand - float finish . 3. Keene's cement finish , mixed in the proportions of three parts Keene's cement to one part lime putty , by volume . 4. Lime sand - float finish shall be mixed in the proportion of ...
... volume , or a prepared gypsum sand - float finish . 3. Keene's cement finish , mixed in the proportions of three parts Keene's cement to one part lime putty , by volume . 4. Lime sand - float finish shall be mixed in the proportion of ...
Page 251
... volume . 3. Smooth white finish , mixed in the proportion of not less than one part gypsum gauging plaster or Keene's cement to three parts lime putty by volume . 4. Keene's cement finish , mixed in the proportions of three parts ...
... volume . 3. Smooth white finish , mixed in the proportion of not less than one part gypsum gauging plaster or Keene's cement to three parts lime putty by volume . 4. Keene's cement finish , mixed in the proportions of three parts ...
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