Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 36
... Less than 5 ' No Openings Less than 5 ' 2 5 ' to 10 ' E or F 5 ' to 10 ' Any building used for school purposes more than four hours per week , involving assemblage for instruction , education , recreation .. or Group E F H I Occupancy 1 ...
... Less than 5 ' No Openings Less than 5 ' 2 5 ' to 10 ' E or F 5 ' to 10 ' Any building used for school purposes more than four hours per week , involving assemblage for instruction , education , recreation .. or Group E F H I Occupancy 1 ...
Page 37
... Less than 20 ' E or F Less than 20 ' 1 Less than 3 ' No Openings Less than 3 ' 1 & 2 1 Less than 3 ' No Openings Less than 3 ' E or F 3 ' to 5 ' 1 Less than 3 ' No Openings Less than 3 ' J 1 - Private garages , sheds and minor buildings ...
... Less than 20 ' E or F Less than 20 ' 1 Less than 3 ' No Openings Less than 3 ' 1 & 2 1 Less than 3 ' No Openings Less than 3 ' E or F 3 ' to 5 ' 1 Less than 3 ' No Openings Less than 3 ' J 1 - Private garages , sheds and minor buildings ...
Page 74
... less than one inch ( 1 ′′ ) . 2. The masonry over window openings may be sup- ported by a steel plate , angle or similar member which is not fire protected on the underside , provided the member is supported at proper intervals from a ...
... less than one inch ( 1 ′′ ) . 2. The masonry over window openings may be sup- ported by a steel plate , angle or similar member which is not fire protected on the underside , provided the member is supported at proper intervals from a ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
approved bars beams bolt Bolted Joints brick Building Official building or structure ceiling cent Chimneys Code columns combustible compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected fire-resistive protection flange floor area floors and roof foot frame girders grade Group grout gypsum horizontal incombustible materials interior joints joists lath least less than one-hour live load located lumber maximum metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium reinforced concrete resist rivets shafts shear six inches slab space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes Structural P.&T structural steel studs Table tensile stress thickness twenty feet 20 Types of Construction U.B.C. Standard vent ventilation vertical openings width wire wood