Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 140
... 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 222
... 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 276
... placed upon the streets or sidewalks except as provided in this Chapter . Building materials required for use immediately or in con- nection with the construction of a building may be placed upon the street or sidewalk in front of the ...
... placed upon the streets or sidewalks except as provided in this Chapter . Building materials required for use immediately or in con- nection with the construction of a building may be placed upon the street or sidewalk in front of the ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood