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Page 29
... fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3. A " two - hour fire - resistive occupancy separation " shall be of not less ...
... fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3. A " two - hour fire - resistive occupancy separation " shall be of not less ...
Page 91
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
Page 616
... Fire - resistive Tests . The fire - protection rating of all types of required fire assemblies shall be determined in accordance with the requirements specified in U.B.C. Standards No. 43-2 , No. 43-4 and No. 43-7 . ( f ) Hardware . 1 ...
... Fire - resistive Tests . The fire - protection rating of all types of required fire assemblies shall be determined in accordance with the requirements specified in U.B.C. Standards No. 43-2 , No. 43-4 and No. 43-7 . ( f ) Hardware . 1 ...
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