Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 169
... gauge for the holes in opposite legs shall be the sum of the gauges from back of angle less the thickness . ( e ) Splice Members . For splice members , the thickness shall be only that part of the thickness of the member which has been ...
... gauge for the holes in opposite legs shall be the sum of the gauges from back of angle less the thickness . ( e ) Splice Members . For splice members , the thickness shall be only that part of the thickness of the member which has been ...
Page 184
... gauge wire . Veneer ties shall be spaced not more than twenty- four inches ( 24 ′′ ) apart horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in ...
... gauge wire . Veneer ties shall be spaced not more than twenty- four inches ( 24 ′′ ) apart horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in ...
Page 248
... gauge , galvanized annealed wire , or an equivalent approved attachment . Sec . 4704. Where reinforced plaster or pneumatically placed plaster partitions are used they shall have vertical steel or iron channels with a depth of not less ...
... gauge , galvanized annealed wire , or an equivalent approved attachment . Sec . 4704. Where reinforced plaster or pneumatically placed plaster partitions are used they shall have vertical steel or iron channels with a depth of not less ...
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