Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 169
... extend along the same face of the beam into the support a distance of 10 or more bar diame- ters , or shall be extended as far as possible into the support and terminated in standard hooks . In simple beams , or at the outer ends of ...
... extend along the same face of the beam into the support a distance of 10 or more bar diame- ters , or shall be extended as far as possible into the support and terminated in standard hooks . In simple beams , or at the outer ends of ...
Page 203
... extend within one foot ( 1 ' ) of the angle of repose or natural slope of the soil under any footing or foundation ... extend the foundation of any adjoining buildings below the depth of twelve feet ( 12 ′ ) below grade at his own ...
... extend within one foot ( 1 ' ) of the angle of repose or natural slope of the soil under any footing or foundation ... extend the foundation of any adjoining buildings below the depth of twelve feet ( 12 ′ ) below grade at his own ...
Page 298
... extend through or be placed directly on concrete floors . They shall be supported on concrete footings extending at least two inches ( 2 " ) above the finished floor or may be placed on a corrosion - resisting metal plate at least one ...
... extend through or be placed directly on concrete floors . They shall be supported on concrete footings extending at least two inches ( 2 " ) above the finished floor or may be placed on a corrosion - resisting metal plate at least one ...
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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