Uniform Building Code |
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Page 28
B. Administrative and clerical offices and similar rooms which do not exceed 25 percent of the floor area of the major use when not related to Group H , Divison 1 and Group H , Division 2 Occupancies . C. Gift shops , administrative ...
B. Administrative and clerical offices and similar rooms which do not exceed 25 percent of the floor area of the major use when not related to Group H , Divison 1 and Group H , Division 2 Occupancies . C. Gift shops , administrative ...
Page 43
Group A Occupancies shall be : Division 1. Any assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less ...
Group A Occupancies shall be : Division 1. Any assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less ...
Page 47
Group B Occupancies shall be : Division 1. Gasoline service stations , garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or use of Class I , II or III - A liquids .
Group B Occupancies shall be : Division 1. Gasoline service stations , garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or use of Class I , II or III - A liquids .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood