Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 77
... Frame crete as specified in Chapter 26 . The structural frame shall be considered as the columns , and all girders , beams , trusses or spandrels having rigid connections to the columns and all other members essential to the stability ...
... Frame crete as specified in Chapter 26 . The structural frame shall be considered as the columns , and all girders , beams , trusses or spandrels having rigid connections to the columns and all other members essential to the stability ...
Page 89
... frame as to resist effectively wind and other forces that may be applied to it . Wall coverings may be considered a struc- tural part of the structural frame if designed and constructed to act integrally therewith . Studs or other ...
... frame as to resist effectively wind and other forces that may be applied to it . Wall coverings may be considered a struc- tural part of the structural frame if designed and constructed to act integrally therewith . Studs or other ...
Page 269
... frame in such manner as to leave a one inch ( 1 ′′ ) space in the panels , which space shall be filled with asbestos and with a one - eighth inch ( % " ) asbestos covering on the stiles and structural steel frame . 4. Tin - clad wood ...
... frame in such manner as to leave a one inch ( 1 ′′ ) space in the panels , which space shall be filled with asbestos and with a one - eighth inch ( % " ) asbestos covering on the stiles and structural steel frame . 4. Tin - clad wood ...
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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