Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 93
... studs continue through more than one story , joists shall be nailed securely to the studs and shall be supported upon a one inch by four inch ( 1 " x4 " ) ribbon notched into the studs and securely nailed thereto , or by other means ...
... studs continue through more than one story , joists shall be nailed securely to the studs and shall be supported upon a one inch by four inch ( 1 " x4 " ) ribbon notched into the studs and securely nailed thereto , or by other means ...
Page 142
... studs . Herring- bone bridging may serve as fire - stopping as required in Section 2526 . ( d ) Size and Height . Exterior stud walls and bearing par- titions for buildings of two stories or less shall consist of not less than two ...
... studs . Herring- bone bridging may serve as fire - stopping as required in Section 2526 . ( d ) Size and Height . Exterior stud walls and bearing par- titions for buildings of two stories or less shall consist of not less than two ...
Page 199
... studs the ratio l / r shall not exceed 180 . The effective width of flanges on joists or bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs ...
... studs the ratio l / r shall not exceed 180 . The effective width of flanges on joists or bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs ...
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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