Uniform Building Code |
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Page 99
... noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncom- bustible fire - resistive construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive ...
... noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncom- bustible fire - resistive construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive ...
Page 101
... noncombustible material . 2. In other than Groups H and I Occupancies , exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive ...
... noncombustible material . 2. In other than Groups H and I Occupancies , exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive ...
Page 103
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
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