Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 56
... additional one foot ( 1 ' ) per 100 persons for each additional 100 persons or major fraction there- of to and including 2000 persons and an additional six inches ( 6 " ) for each additional 100 persons or major fraction thereof , all ...
... additional one foot ( 1 ' ) per 100 persons for each additional 100 persons or major fraction there- of to and including 2000 persons and an additional six inches ( 6 " ) for each additional 100 persons or major fraction thereof , all ...
Page 57
... additional 500 persons or major fraction thereof . These are required widths and shall not be reduced in any manner ... Additional exits , located on each side of and in the front half of the auditorium , shall be provided on the main ...
... additional 500 persons or major fraction thereof . These are required widths and shall not be reduced in any manner ... Additional exits , located on each side of and in the front half of the auditorium , shall be provided on the main ...
Page 173
... additional straight bars over column head ( if re- quired ) With Drop General Case Without Drop C = .2251 General Case C = .2251 1 - b1 + ( 2 ′ or 40d ) 1.51 + .6ct .651+ ( 2 ′ or 40d ) 1.6351 † .751 1.441.66ct .751 1.59 / t .5 + .6c ...
... additional straight bars over column head ( if re- quired ) With Drop General Case Without Drop C = .2251 General Case C = .2251 1 - b1 + ( 2 ′ or 40d ) 1.51 + .6ct .651+ ( 2 ′ or 40d ) 1.6351 † .751 1.441.66ct .751 1.59 / t .5 + .6c ...
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