Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 80
... less than eight inches ( 8 " ) in thickness . All such walls shall be designed for the loads specified in Section ... less than five - eighths inch ( % " ) thick . Approved fiber board not less than seven - sixteenths inch ( 7/16 ...
... less than eight inches ( 8 " ) in thickness . All such walls shall be designed for the loads specified in Section ... less than five - eighths inch ( % " ) thick . Approved fiber board not less than seven - sixteenths inch ( 7/16 ...
Page 114
... less than one - half inch ( 1⁄2 " ) in diameter , embedded not less than seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ′ ) apart , center to center . These sills shall be not less than the width of the studs ...
... less than one - half inch ( 1⁄2 " ) in diameter , embedded not less than seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ′ ) apart , center to center . These sills shall be not less than the width of the studs ...
Page 236
... less than four inches ( 4 ′′ ) in thickness with a top covering of not less than two inches ( 2 " ) of solid masonry , or shall consist of steel joists or steel floors protected with fire - resistive materials of the kind and thickness ...
... less than four inches ( 4 ′′ ) in thickness with a top covering of not less than two inches ( 2 " ) of solid masonry , or shall consist of steel joists or steel floors protected with fire - resistive materials of the kind and thickness ...
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