Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 181
Where the upper part of the creosoted piling will not be Piles readily available for
inspection the cut - off shall be below ground ( Cont ' d . ) level but may be above
ground water level provided the tops of the cut - off piles are treated with three ...
Where the upper part of the creosoted piling will not be Piles readily available for
inspection the cut - off shall be below ground ( Cont ' d . ) level but may be above
ground water level provided the tops of the cut - off piles are treated with three ...
Page 182
Piles ( Cont ' d . ) ten and three - quarters inches ( 1034 " ) and a nominal wall
thickness of not less than five - sixteenths inch ( 5 / 16 " ) , except that piles having
a nominal outside diameter of fourteen inches ( 14 " ) or over shall have a
nominal ...
Piles ( Cont ' d . ) ten and three - quarters inches ( 1034 " ) and a nominal wall
thickness of not less than five - sixteenths inch ( 5 / 16 " ) , except that piles having
a nominal outside diameter of fourteen inches ( 14 " ) or over shall have a
nominal ...
Page 183
No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of
the right section of the pile at mid - length . ( Cont ' d . ) The safe bearing value of
a pile may be determined by a load test , upon due notice to the Building ...
No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of
the right section of the pile at mid - length . ( Cont ' d . ) The safe bearing value of
a pile may be determined by a load test , upon due notice to the Building ...
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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