Uniform Building Code |
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Page 37
... less than 1000 and a stage 2.1 - Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for educational purposes and not classed as a Group E or ...
... less than 1000 and a stage 2.1 - Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for educational purposes and not classed as a Group E or ...
Page 38
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day ... less than 20 feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS ...
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day ... less than 20 feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS ...
Page 39
... less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere 1 hour 2 hours less than 5 feet , 1 hour elsewhere 1 hour less than 3 feet ( or may be protected on the exterior with ...
... less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere 1 hour 2 hours less than 5 feet , 1 hour elsewhere 1 hour less than 3 feet ( or may be protected on the exterior with ...
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