Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 91
... Supported Members . When unprotected steel or com- bustible structural members frame into walls of thickness not greater than twelve inches ( 12 ′′ ) , they shall have not less than four inches ( 4 " ) of fire - resistive materials on ...
... Supported Members . When unprotected steel or com- bustible structural members frame into walls of thickness not greater than twelve inches ( 12 ′′ ) , they shall have not less than four inches ( 4 " ) of fire - resistive materials on ...
Page 175
... supported . The actual spacing of floor joists . studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ' ) . ( c ) ...
... supported . The actual spacing of floor joists . studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ' ) . ( c ) ...
Page 185
... supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ' ) above the adjacent ground ... supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than three ...
... supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ' ) above the adjacent ground ... supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than three ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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