Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 92
... surface of the unit shall be held one - eighth inch ( % " ) below the surface for a period of one minute . ( c ) Corbeling . Corbels may be built only into solid masonry walls twelve inches ( 12 " ) or more in thickness . The projection ...
... surface of the unit shall be held one - eighth inch ( % " ) below the surface for a period of one minute . ( c ) Corbeling . Corbels may be built only into solid masonry walls twelve inches ( 12 " ) or more in thickness . The projection ...
Page 201
... surface unless the roof has a slope greater than four in 12 . ( m ) Headroom . Every required stairway shall have ... Surface . The surface of ramps shall be roughened or shall be of non - slip material . Sec . 3307. ( a ) Definition . A ...
... surface unless the roof has a slope greater than four in 12 . ( m ) Headroom . Every required stairway shall have ... Surface . The surface of ramps shall be roughened or shall be of non - slip material . Sec . 3307. ( a ) Definition . A ...
Page 269
... surface of the ground in the area to be occupied by the building . 2. The exterior walls of , and all wood posts supporting girders in wood frame buildings over four hundred square feet ( 400 sq . ft . ) in area shall be placed on ...
... surface of the ground in the area to be occupied by the building . 2. The exterior walls of , and all wood posts supporting girders in wood frame buildings over four hundred square feet ( 400 sq . ft . ) in area shall be placed on ...
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