Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 140
... joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar connected to the chimney and fastened to the joists , beams or flooring to form an effective fire stop . All joists ...
... joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar connected to the chimney and fastened to the joists , beams or flooring to form an effective fire stop . All joists ...
Page 199
... joists or bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs having an I - section shall not exceed 20 times the thickness of the flange ...
... joists or bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs having an I - section shall not exceed 20 times the thickness of the flange ...
Page 222
... joists . Sec . 3103. Steel joisted floors shall consist of steel joists as specified in Section 2715. When used in Type I or Type II build- ings they shall have a reinforced concrete or gypsum slab not less than two and one - half ...
... joists . Sec . 3103. Steel joisted floors shall consist of steel joists as specified in Section 2715. When used in Type I or Type II build- ings they shall have a reinforced concrete or gypsum slab not less than two and one - half ...
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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