Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
... thickness shall be designed and constructed as required for columns if such pier is a structural member . ( h ) Chases and Recesses . Chases and recesses in masonry walls shall not be constructed so as to reduce the required strength ...
... thickness shall be designed and constructed as required for columns if such pier is a structural member . ( h ) Chases and Recesses . Chases and recesses in masonry walls shall not be constructed so as to reduce the required strength ...
Page 249
... thickness of the pro- tecting materials and shall not include any hollow space or spaces between the fire - protecting materials and the member protected . The thickness of plaster protection shall be meas- ured from the face of the ...
... thickness of the pro- tecting materials and shall not include any hollow space or spaces between the fire - protecting materials and the member protected . The thickness of plaster protection shall be meas- ured from the face of the ...
Page 254
... thickness or shall consist of hollow masonry slabs or arches not less than four inches ( 4 " ) in thickness with a top covering of not less than two inches ( 2 " ) of solid masonry , or shall consist of steel joists protected with fire ...
... thickness or shall consist of hollow masonry slabs or arches not less than four inches ( 4 " ) in thickness with a top covering of not less than two inches ( 2 " ) of solid masonry , or shall consist of steel joists protected with fire ...
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