Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 181
... base , provision shall be made to trans- fer the load to the footing at safe unit stresses in accordance with Section 2613 and Table No. II . The base of the metal sec- tion shall be designed to transfer the load from the entire com ...
... base , provision shall be made to trans- fer the load to the footing at safe unit stresses in accordance with Section 2613 and Table No. II . The base of the metal sec- tion shall be designed to transfer the load from the entire com ...
Page 185
... Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing by dowels . There shall be at least one dowel for each column bar , and the total sectional ...
... Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing by dowels . There shall be at least one dowel for each column bar , and the total sectional ...
Page 312
... base shall be absolutely dry . Concrete surfaces which are to be plastered shall be rough . If the required degree of roughness is not procured by using rough forms , the surface shall be hacked . Before plastering , all concrete ...
... base shall be absolutely dry . Concrete surfaces which are to be plastered shall be rough . If the required degree of roughness is not procured by using rough forms , the surface shall be hacked . Before plastering , all concrete ...
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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