Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 135
... a part of the structural member . When the finish is placed monolithically with the structural slab in buildings of the warehouse or industrial class , the over - all depth shall be at least one - half inch ( 1⁄2 " ) over that required ...
... a part of the structural member . When the finish is placed monolithically with the structural slab in buildings of the warehouse or industrial class , the over - all depth shall be at least one - half inch ( 1⁄2 " ) over that required ...
Page 152
... one in six and the bars above and below the offset shall be parallel to the ... inch for hot rolled rods of intermediate grade ( A.S.T.M. A15-39 ) 1 and 60,000 pounds ... half inches ( 12 " ) outside the 152 Section 2620 UNIFORM BUILDING CODE.
... one in six and the bars above and below the offset shall be parallel to the ... inch for hot rolled rods of intermediate grade ( A.S.T.M. A15-39 ) 1 and 60,000 pounds ... half inches ( 12 " ) outside the 152 Section 2620 UNIFORM BUILDING CODE.
Page 236
... one - half inches ( 21⁄2 " ) in thick- ness or shall consist of hollow masonry slabs or arches not less than three inches ( 3 ′′ ) in thickness with a top covering of not less than one inch ( 1 ′′ ) of solid masonry , or shall consist ...
... one - half inches ( 21⁄2 " ) in thick- ness or shall consist of hollow masonry slabs or arches not less than three inches ( 3 ′′ ) in thickness with a top covering of not less than one inch ( 1 ′′ ) of solid masonry , or shall consist ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood