Uniform Building Code |
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Page 30
... story . ( c ) Buildings on Same Property and Buildings Containing Courts . For the purposes of determining the required wall and opening protection and roof- covering requirements , buildings on the same property and court walls of ...
... story . ( c ) Buildings on Same Property and Buildings Containing Courts . For the purposes of determining the required wall and opening protection and roof- covering requirements , buildings on the same property and court walls of ...
Page 211
... story of all wood framed buildings three stories in height . In Seismic Zones Nos . 3 and 4 such braced wall ... story of all wood framed , two - story buildings and the second story of three - story buildings located in Seismic Zones No ...
... story of all wood framed buildings three stories in height . In Seismic Zones Nos . 3 and 4 such braced wall ... story of all wood framed , two - story buildings and the second story of three - story buildings located in Seismic Zones No ...
Page 557
... 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 follows : 1. Fifty percent of the occupant load in ...
... 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 follows : 1. Fifty percent of the occupant load in ...
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