Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 97
... backing shall be less than four inches ( 4 ′′ ) in thickness and the cavity shall be not less than two inches ( 2 ′′ ) nor more than three inches ( 3 " ) in width . The facing and backing of cavity walls shall be securely tied together ...
... backing shall be less than four inches ( 4 ′′ ) in thickness and the cavity shall be not less than two inches ( 2 ′′ ) nor more than three inches ( 3 " ) in width . The facing and backing of cavity walls shall be securely tied together ...
Page 99
... backing as prescribed in Section 2405 ( b ) , the full cross section of both the facing and the backing may be considered in computing the stresses . ( c ) Thickness . Faced walls shall be not less in thickness than is required for ...
... backing as prescribed in Section 2405 ( b ) , the full cross section of both the facing and the backing may be considered in computing the stresses . ( c ) Thickness . Faced walls shall be not less in thickness than is required for ...
Page 185
... backing by approved corrosion - resistant ties and shall be supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ' ) above the adjacent ground elevations , the ties may be omit- ted . 2. Below a point three ...
... backing by approved corrosion - resistant ties and shall be supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ' ) above the adjacent ground elevations , the ties may be omit- ted . 2. Below a point three ...
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