Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 91
... joists , girders or other concentrated loads supported by a wall or pier shall have bearing at least three inches ( 3 ′′ ) in length upon solid masonry not less than four inches ( 4 " ) thick or upon a metal bearing plate of adequate ...
... joists , girders or other concentrated loads supported by a wall or pier shall have bearing at least three inches ( 3 ′′ ) in length upon solid masonry not less than four inches ( 4 " ) thick or upon a metal bearing plate of adequate ...
Page 112
... joists at all points of support and at all points where flooring is not continuous , except that bridging may be omitted when the joists are nailed to studs . The lower ends of the cross bridging shall be driven up and nailed after the ...
... joists at all points of support and at all points where flooring is not continuous , except that bridging may be omitted when the joists are nailed to studs . The lower ends of the cross bridging shall be driven up and nailed after the ...
Page 187
... joists ; provided that when such joists are used in places where unprotected wood joists are permitted the steel joists need not be protected with fire - resistive materials as specified above . Fire - resistive ceilings as specified in ...
... joists ; provided that when such joists are used in places where unprotected wood joists are permitted the steel joists need not be protected with fire - resistive materials as specified above . Fire - resistive ceilings as specified in ...
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