Uniform Building Code |
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Page 50
... story in height shall be assumed to have a property line between them . When a new building is to be erected on the ... story areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as ...
... story in height shall be assumed to have a property line between them . When a new building is to be erected on the ... story areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as ...
Page 497
... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or portion thereof , having an occupant load of 1000 or more shall have not less than four exits . The number of exits ...
... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or portion thereof , having an occupant load of 1000 or more shall have not less than four exits . The number of exits ...
Page 498
... story of a building shall be determined by using the occu- pant load of that story , plus the percentages of the occupant loads of floors which exit through the level under consideration as follows : 1. Fifty percent of the occupant ...
... story of a building shall be determined by using the occu- pant load of that story , plus the percentages of the occupant loads of floors which exit through the level under consideration as follows : 1. Fifty percent of the occupant ...
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