Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 112
... inches ( 20 " ) from face of chimney breast . Trim- mers and headers shall be not less than two inches ( 2 " ) from the flue or chimney . ( f ) Entering Masonry or Concrete . Wood members enter- ing masonry or concrete walls shall be ...
... inches ( 20 " ) from face of chimney breast . Trim- mers and headers shall be not less than two inches ( 2 " ) from the flue or chimney . ( f ) Entering Masonry or Concrete . Wood members enter- ing masonry or concrete walls shall be ...
Page 135
... face of the structural mem- bers . Any floor finish not placed ... inches ( 18 " ) . 4. Provisions shall be made for the compressive stress at ... inches ( 30 " ) face to face . The ribs shall be straight , not less than four inches ( 4 ...
... face of the structural mem- bers . Any floor finish not placed ... inches ( 18 " ) . 4. Provisions shall be made for the compressive stress at ... inches ( 30 " ) face to face . The ribs shall be straight , not less than four inches ( 4 ...
Page 226
... inches ( 12 " ) . Six - inch ( 6 " ) pockets shall be sewed in the top and the bottom of the curtain to hold the ... face of the arch at least six inches ( 6 " ) . Grooves shall extend from the stage floor to a point three feet ( 3 ...
... inches ( 12 " ) . Six - inch ( 6 " ) pockets shall be sewed in the top and the bottom of the curtain to hold the ... face of the arch at least six inches ( 6 " ) . Grooves shall extend from the stage floor to a point three feet ( 3 ...
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