Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 114
... placed in or partly in a partition , necessitat- ing the cutting of the soles or plates . a metal tie not less than one - eighth inch ( % " ) thick and one - and one - half inches ( 11⁄2 " ) wide shall be fastened to the plate across ...
... placed in or partly in a partition , necessitat- ing the cutting of the soles or plates . a metal tie not less than one - eighth inch ( % " ) thick and one - and one - half inches ( 11⁄2 " ) wide shall be fastened to the plate across ...
Page 187
... placed in the direction of span and then shall not be placed more than one - half inch ( 1⁄2 " ) into the slab . Concrete Floors Sec . 3103. Steel joisted floors shall consist of steel joists as Steel specified in Section 2715. When ...
... placed in the direction of span and then shall not be placed more than one - half inch ( 1⁄2 " ) into the slab . Concrete Floors Sec . 3103. Steel joisted floors shall consist of steel joists as Steel specified in Section 2715. When ...
Page 241
... placed or stored on public prop- erty in the following locations : ( a ) In Front of the Building Site . In the one - third portion of the roadway of the street that is adjacent to the curb in front of the building site for which a ...
... placed or stored on public prop- erty in the following locations : ( a ) In Front of the Building Site . In the one - third portion of the roadway of the street that is adjacent to the curb in front of the building site for which a ...
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