Uniform Building Code |
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Page 28
... Division 2 Occupancies . C. Gift shops , administrative offices and similar rooms in Group R , Division 1 Occupancies not exceeding 10 percent of the floor area of the major use . D. The kitchen serving the dining area of which it is a ...
... Division 2 Occupancies . C. Gift shops , administrative offices and similar rooms in Group R , Division 1 Occupancies not exceeding 10 percent of the floor area of the major use . D. The kitchen serving the dining area of which it is a ...
Page 43
... 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 than 1000 and a stage ...
... 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 than 1000 and a stage ...
Page 47
... 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 . Division 2. Drinking and dining ...
... 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 . Division 2. Drinking and dining ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength