Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 138
... placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar ...
... placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar ...
Page 209
... placed in the direction of span and then shall not be placed more than one - half inch ( 1⁄2 ′′ ) into the slab . Concrete joists shall be solidly bridged for lateral support as follows : One row of concrete bridging shall be placed in ...
... placed in the direction of span and then shall not be placed more than one - half inch ( 1⁄2 ′′ ) into the slab . Concrete joists shall be solidly bridged for lateral support as follows : One row of concrete bridging shall be placed in ...
Page 263
... placed or stored on public prop- erty in the following locations : ( a ) In Front of the Building Site . In the one - third portion of the roadway of the street that is adjacent to the curb in front of the building site for which a ...
... placed or stored on public prop- erty in the following locations : ( a ) In Front of the Building Site . In the one - third portion of the roadway of the street that is adjacent to the curb in front of the building site for which a ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood