Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 37
( b ) One - Story Areas . The area of a one - story building shall not exceed the
limits set forth in Table No . 5 - C except as provided in Section 506 , nor the limits
specified in Chapter 16 . ( c ) Areas of Buildings Over One Story . The total area of
...
( b ) One - Story Areas . The area of a one - story building shall not exceed the
limits set forth in Table No . 5 - C except as provided in Section 506 , nor the limits
specified in Chapter 16 . ( c ) Areas of Buildings Over One Story . The total area of
...
Page 89
24 - C . Exception : The walls of one - story single - family dwellings and private
garages may be six inches ( 6 " ) thick when not greater than nine feet ( 9 ' ) in
height with an allowance of an additional six feet ( 6 ' ) for gables . This exception
...
24 - C . Exception : The walls of one - story single - family dwellings and private
garages may be six inches ( 6 " ) thick when not greater than nine feet ( 9 ' ) in
height with an allowance of an additional six feet ( 6 ' ) for gables . This exception
...
Page 176
Where studs do not continue full length from one story through the next story
above , a cap plate or steel member shall be provided on top of the lower story
studs or a sill plate on the upper story . Such cap plate or sill plate shall be of
sufficient ...
Where studs do not continue full length from one story through the next story
above , a cap plate or steel member shall be provided on top of the lower story
studs or a sill plate on the upper story . Such cap plate or sill plate shall be of
sufficient ...
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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