Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 140
... beams shall be 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 ...
... beams shall be 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 ...
Page 162
... Beams . 1. In T - beam construc- tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of ...
... Beams . 1. In T - beam construc- tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of ...
Page 175
... BEAMS OR REINFORCED BEARING WALLS ( a ) Load to be carried by Marginal Beam or Wall . Marginal Beams with Depth greater than 11⁄2 times the Slab Thickness ; or reinforced Bearing Wall Loads directly superimposed upon it plus a uniform ...
... BEAMS OR REINFORCED BEARING WALLS ( a ) Load to be carried by Marginal Beam or Wall . Marginal Beams with Depth greater than 11⁄2 times the Slab Thickness ; or reinforced Bearing Wall Loads directly superimposed upon it plus a uniform ...
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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