Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 112
... backing as specified in this Chapter for the respective materials . No fac- ing shall be considered in computing the bearing strength or thickness of the wall , unless such facing has a strength equal to that of the backing . ( e ) ...
... backing as specified in this Chapter for the respective materials . No fac- ing shall be considered in computing the bearing strength or thickness of the wall , unless such facing has a strength equal to that of the backing . ( e ) ...
Page 207
... backing by approved corrosion - resistant ties and shall be supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ′ ) above the adjacent ground elevations , the ties may be omit- ted . 2. Below a point three ...
... backing by approved corrosion - resistant ties and shall be supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ′ ) above the adjacent ground elevations , the ties may be omit- ted . 2. Below a point three ...
Page 274
... Backing ( c ) Plaster on Concrete . Monolithic concrete surfaces shall be clean , free from efflorescence , damp and sufficiently rough to insure adequate bond . Gypsum plaster applied to monolithic concrete ceilings shall be specially ...
... Backing ( c ) Plaster on Concrete . Monolithic concrete surfaces shall be clean , free from efflorescence , damp and sufficiently rough to insure adequate bond . Gypsum plaster applied to monolithic concrete ceilings shall be specially ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood