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Page 555
... occupant load of 10 or more shall be by ramps . EXCEPTION : Group R , Division 3 Occupancies and along aisles adjoining seating areas . ( e ) Building ... load for an assembly use shall not 555 1985 EDITION 3301-3302 Occupant Load.
... occupant load of 10 or more shall be by ramps . EXCEPTION : Group R , Division 3 Occupancies and along aisles adjoining seating areas . ( e ) Building ... load for an assembly use shall not 555 1985 EDITION 3301-3302 Occupant Load.
Page 556
... occupant load as determined in accordance with Section 3302 ( a ) . EXCEPTION : The occupant load for an assembly building or portion thereof may be increased , when approved by the building official , if all the requirements of this ...
... occupant load as determined in accordance with Section 3302 ( a ) . EXCEPTION : The occupant load for an assembly building or portion thereof may be increased , when approved by the building official , if all the requirements of this ...
Page 557
... 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 the first adjacent story above and the first ...
... 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 the first adjacent story above and the first ...
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