Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 92
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See appendix for table of minimum foundation ...
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See appendix for table of minimum foundation ...
Page 203
... foundation , unless such footing or foundation is first properly underpinned or protected against settlement . Any person making or causing an excavation to be made to a depth of twelve feet ( 12 ' ) , or less , below the grade , shall ...
... foundation , unless such footing or foundation is first properly underpinned or protected against settlement . Any person making or causing an excavation to be made to a depth of twelve feet ( 12 ' ) , or less , below the grade , shall ...
Page 219
... foundation is not excavated they may be eight inches ( 8 " ) if included within the allowable height of eight inch ( 8 " ) walls and if the walls sup- ported by such foundation are not more than eight inches ( 8 " ) in thickness . When ...
... foundation is not excavated they may be eight inches ( 8 " ) if included within the allowable height of eight inch ( 8 " ) walls and if the walls sup- ported by such foundation are not more than eight inches ( 8 " ) in thickness . When ...
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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