Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 93
... four hundred square feet ( 400 sq . ft . ) or more , in- Walls and cluding additions , shall be constructed with studding not less Wall Cov- than two inches by four inches ( 2 " x4 " ) spaced not more than erings sixteen inches ( 16 ...
... four hundred square feet ( 400 sq . ft . ) or more , in- Walls and cluding additions , shall be constructed with studding not less Wall Cov- than two inches by four inches ( 2 " x4 " ) spaced not more than erings sixteen inches ( 16 ...
Page 142
... four - inch ( 2 " x4 " ) studs ; for buildings of three stories , the studding shall be not less than three - inch by four- inch ( 3 " x4 " ) or two - inch by six - inch ( 2 ′′ x6 ′′ ) to the bottom of the second floor joists and two ...
... four - inch ( 2 " x4 " ) studs ; for buildings of three stories , the studding shall be not less than three - inch by four- inch ( 3 " x4 " ) or two - inch by six - inch ( 2 ′′ x6 ′′ ) to the bottom of the second floor joists and two ...
Page 156
... four sides ) . Ratio as defined above , but applying to Span B ( floors with supports on four sides ) . = The distances , assumed for purposes of load distribution , between inflection points in spans A and B respectively ( floors with ...
... four sides ) . Ratio as defined above , but applying to Span B ( floors with supports on four sides ) . = The distances , assumed for purposes of load distribution , between inflection points in spans A and B respectively ( floors with ...
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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