Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 85
Page 199
... supported . The actual spacing of floor joists , studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ' ) . ( c ) ...
... supported . The actual spacing of floor joists , studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ' ) . ( c ) ...
Page 243
... supported at least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 " ) beyond each ...
... supported at least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 " ) beyond each ...
Page 304
... supports or tied to metal supports at points not to exceed six inches ( 6 ′′ ) on center along such studs , joists or other sup- ports . Sec . 4706. Each suspended ceiling and each portion thereof shall be constructed and supported as ...
... supports or tied to metal supports at points not to exceed six inches ( 6 ′′ ) on center along such studs , joists or other sup- ports . Sec . 4706. Each suspended ceiling and each portion thereof shall be constructed and supported as ...
Other editions - View all
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