Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 91
... ( 4 " ) deep , thirty inches ( 30 " ) wide and twenty - four inches ( 24 " ) high , may be built in eight- inch ( 8 " ) walls , and provided that chases below windows may equal the width of the opening above . The back and sides of such ...
... ( 4 " ) deep , thirty inches ( 30 " ) wide and twenty - four inches ( 24 " ) high , may be built in eight- inch ( 8 " ) walls , and provided that chases below windows may equal the width of the opening above . The back and sides of such ...
Page 113
... four feet ( 4 ′ ) . ( c ) Bridging . All stud partitions or walls over ten feet ( 10 ′ ) in height shall have herringbone bridging , not less than two inches ( 2 " ) in thickness and of the same width as the stud , fitted snugly and ...
... four feet ( 4 ′ ) . ( c ) Bridging . All stud partitions or walls over ten feet ( 10 ′ ) in height shall have herringbone bridging , not less than two inches ( 2 " ) in thickness and of the same width as the stud , fitted snugly and ...
Page 236
... four inches ( 4 " ) in 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 ...
... four inches ( 4 " ) in 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 ...
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