Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 67
... least two exits and the dis- tance between exits shall be not less than the width of the room . 17. Exit doors from ... least one toilet for each sex . Urinals may be substituted for two - thirds of the toilets re- quired for males ...
... least two exits and the dis- tance between exits shall be not less than the width of the room . 17. Exit doors from ... least one toilet for each sex . Urinals may be substituted for two - thirds of the toilets re- quired for males ...
Page 163
... least % and at most 3/2 , FA or FB , may be taken as 0.76 for interior spans , 0.87 for end spans and 1.0 for simple spans . ( g ) Shear in Slab . 1. For purposes of determining shear in the strip one foot wide carrying the maximum load ...
... least % and at most 3/2 , FA or FB , may be taken as 0.76 for interior spans , 0.87 for end spans and 1.0 for simple spans . ( g ) Shear in Slab . 1. For purposes of determining shear in the strip one foot wide carrying the maximum load ...
Page 230
... least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 ′′ ) beyond each side and at ...
... least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 ′′ ) beyond each side and at ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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