Uniform Building Code |
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Page 498
... exits from sleeping rooms . ( b ) Width . The total width of exits in feet shall be not less than the total occupant load served divided by 50. Such width of exits shall be divided approximately equally among the separate exits . The ...
... exits from sleeping rooms . ( b ) Width . The total width of exits in feet shall be not less than the total occupant load served divided by 50. Such width of exits shall be divided approximately equally among the separate exits . The ...
Page 511
... Exits : Group A , Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant ...
... Exits : Group A , Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant ...
Page 512
... exits shall be by means of ramps . Exits : Group E Occupancies Sec . 3317. ( a ) Definitions . For the purpose of this Section , the follow- ing definitions apply : ROOM is a space or area bounded by any obstructions to exit passage ...
... exits shall be by means of ramps . Exits : Group E Occupancies Sec . 3317. ( a ) Definitions . For the purpose of this Section , the follow- ing definitions apply : ROOM is a space or area bounded by any obstructions to exit passage ...
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