Uniform Building Code |
From inside the book
Results 1-3 of 64
Page 29
... 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 than two - hour fire - resistive construction . All openings in such separation ...
... 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 than two - hour fire - resistive construction . All openings in such separation ...
Page 31
International Conference of Building Officials. openings shall be protected by a fire assembly having a three - hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in ...
International Conference of Building Officials. openings shall be protected by a fire assembly having a three - hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in ...
Page 99
... fire - resistive construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive construction which are not part of a shaft enclosure may have fire - retardant treated wood ( see Section 407 ) ...
... fire - resistive construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive construction which are not part of a shaft enclosure may have fire - retardant treated wood ( see Section 407 ) ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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