Uniform Building Code |
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Page 38
... feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Not permitted less than 5 feet ...
... feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Not permitted less than 5 feet ...
Page 39
... feet , 4 hours 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 ...
... feet , 4 hours 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 ...
Page 548
... feet in single floor area . For requirements on smoke and heat venting in buildings with high - piled combustible stock , see the Fire Code . ( b ) Mixed Occupancies . Venting facilities shall be installed in buildings of mixed ...
... feet in single floor area . For requirements on smoke and heat venting in buildings with high - piled combustible stock , see the Fire Code . ( b ) Mixed Occupancies . Venting facilities shall be installed in buildings of mixed ...
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