Uniform Building Code |
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Page 557
... exits . The total exit width required from any story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as ...
... exits . The total exit width required from any story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as ...
Page 575
... exit door , a horizontal exit , an exit passageway or an enclosed stairway measured along the line of travel . In a building protected throughout with an automatic sprinkler system such distance may be increased to 225 feet . In ...
... exit door , a horizontal exit , an exit passageway or an enclosed stairway measured along the line of travel . In a building protected throughout with an automatic sprinkler system such distance may be increased to 225 feet . In ...
Page 737
... Exits . When the distance of travel to the mall exceeds 75 feet within the public area of a tenant space or when the occupant load served by the exit to the mall exceeds 50 , not less than two exits shall be provided . The occupant load ...
... Exits . When the distance of travel to the mall exceeds 75 feet within the public area of a tenant space or when the occupant load served by the exit to the mall exceeds 50 , not less than two exits shall be provided . The occupant load ...
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