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Page 51
... increased by one of the following : 1. Separation on two sides . Where public space , streets , or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of one and ...
... increased by one of the following : 1. Separation on two sides . Where public space , streets , or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of one and ...
Page 83
... increased in accordance with provi- sions of this subsection . Structures with sides open [ as defined in subsec- tion ( b ) ] three - fourths of the building perimeter may be increased 25 per- cent in area and one tier in height ...
... increased in accordance with provi- sions of this subsection . Structures with sides open [ as defined in subsec- tion ( b ) ] three - fourths of the building perimeter may be increased 25 per- cent in area and one tier in height ...
Page 419
... increased for wind or seismic loads , " 1 " shall be increased to 1.33 . Stress Reversal Sec . 2704. Members or connections which are subjected to a variation or reversal of stress shall be designed as set forth in U.B.C. Standard No ...
... increased for wind or seismic loads , " 1 " shall be increased to 1.33 . Stress Reversal Sec . 2704. Members or connections which are subjected to a variation or reversal of stress shall be designed as set forth in U.B.C. Standard No ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood