Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 41
... width for each 100 persons or major fraction thereof to and ( Con't . ) including 1000 persons , with an additional ... width of the foyer at any point shall be the combined width of the aisles , passageways and stairways tributary ...
... width for each 100 persons or major fraction thereof to and ( Con't . ) including 1000 persons , with an additional ... width of the foyer at any point shall be the combined width of the aisles , passageways and stairways tributary ...
Page 52
... width of exit stairs in any story shall be on the basis of whole units of twenty - two inches ( 22 ′′ ) each . The required number of units shall be determined by dividing the greatest number of people on any one floor above the stairs ...
... width of exit stairs in any story shall be on the basis of whole units of twenty - two inches ( 22 ′′ ) each . The required number of units shall be determined by dividing the greatest number of people on any one floor above the stairs ...
Page 285
... width in inches from rooms shall be determined by dividing the room capacity by 100 and multiplying by 22 . 8. The basic number of exit - width units required for any corridor , hall , stair or exit door opening therefrom , shall be ...
... width in inches from rooms shall be determined by dividing the room capacity by 100 and multiplying by 22 . 8. The basic number of exit - width units required for any corridor , hall , stair or exit door opening therefrom , shall be ...
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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