Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 87
... Units . Where units of different type or strength are used in combination , the lowest allowable stresses shall be used . ( c ) Freezing . All masonry shall be protected against freez- ing for at least 48 hours after being laid . No ...
... Units . Where units of different type or strength are used in combination , the lowest allowable stresses shall be used . ( c ) Freezing . All masonry shall be protected against freez- ing for at least 48 hours after being laid . No ...
Page 96
... units in which the units are all laid and set in mortar . Types A , B , or C mortar shall be used in such con- struction except that interior non - bearing masonry of hollow units may be laid up in gypsum mortar . ( b ) Construction ...
... units in which the units are all laid and set in mortar . Types A , B , or C mortar shall be used in such con- struction except that interior non - bearing masonry of hollow units may be laid up in gypsum mortar . ( b ) Construction ...
Page 269
... units shall be free of foreign material . Joints shall be solidly filled with mortar . Bond shall be provided as required for masonry of hollow units in Section 2408 ( b ) . ( m ) Limitations . Masonry of unburned clay units shall not ...
... units shall be free of foreign material . Joints shall be solidly filled with mortar . Bond shall be provided as required for masonry of hollow units in Section 2408 ( b ) . ( m ) Limitations . Masonry of unburned clay units shall not ...
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