Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 81
... exceed seventy - five feet ( 75 ' ) plus a vertical distance equal to the vertical change in slope along the length of any side of such building but in no case shall such height exceed eighty - five feet ( 85 ′ ) above the adjacent fin ...
... exceed seventy - five feet ( 75 ' ) plus a vertical distance equal to the vertical change in slope along the length of any side of such building but in no case shall such height exceed eighty - five feet ( 85 ′ ) above the adjacent fin ...
Page 199
... 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 having an I - section shall ...
... 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 having an I - section shall ...
Page 213
... exceed the allowable unit stress . Sec . 2912. Hollow clay tile or concrete block or tile , except Piers hollow clay tile as specified in Section 2405 for exterior and bearings walls , and special hollow concrete block or tile , as ...
... exceed the allowable unit stress . Sec . 2912. Hollow clay tile or concrete block or tile , except Piers hollow clay tile as specified in Section 2405 for exterior and bearings walls , and special hollow concrete block or tile , as ...
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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