Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 91
Chases in masonry walls shall not be deeper Requirements than one - third the
wall thickness nor longer than four feet ( 4 ' ) ( Cont ' d . ) horizontally and shall
have at least eight inches ( 8 " ) of masonry in back of the chases and between ...
Chases in masonry walls shall not be deeper Requirements than one - third the
wall thickness nor longer than four feet ( 4 ' ) ( Cont ' d . ) horizontally and shall
have at least eight inches ( 8 " ) of masonry in back of the chases and between ...
Page 113
In bearing partitions the top plate shall be doubled and lapped at each
intersection with walls or partitions . Joints in the upper and lower members of the
top plate shall be staggered not less than four feet ( 4 ' ) . ( c ) Bridging . All stud
partitions ...
In bearing partitions the top plate shall be doubled and lapped at each
intersection with walls or partitions . Joints in the upper and lower members of the
top plate shall be staggered not less than four feet ( 4 ' ) . ( c ) Bridging . All stud
partitions ...
Page 236
Four - hour , three - hour and two - hour fire - resistive floors as specified in this
Section shall be constructed entirely of incombustible materials . ( a ) Four - Hour
. Four - hour fire - resistive floor construction shall consist of concrete , gypsum or
...
Four - hour , three - hour and two - hour fire - resistive floors as specified in this
Section shall be constructed entirely of incombustible materials . ( a ) Four - Hour
. Four - hour fire - resistive floor construction shall consist of concrete , gypsum or
...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood