Uniform Building Code |
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Page 74
... ceiling members are spaced at 48 inches or more on center , ceiling height shall be measured to the bottom of the deck supported by these members , provided that the bottom of the members is not less than 7 feet above the floor . If any ...
... ceiling members are spaced at 48 inches or more on center , ceiling height shall be measured to the bottom of the deck supported by these members , provided that the bottom of the members is not less than 7 feet above the floor . If any ...
Page 203
... ceiling and floor levels and at 10 - foot intervals along the length of the wall . EXCEPTION : Fire stops may be omitted at floor and ceiling levels when approved smoke - actuated fire dampers are installed at these levels . B. At all ...
... ceiling and floor levels and at 10 - foot intervals along the length of the wall . EXCEPTION : Fire stops may be omitted at floor and ceiling levels when approved smoke - actuated fire dampers are installed at these levels . B. At all ...
Page 562
... ceiling may be protected by the use of ceiling materials as required for one - hour floor or roof system construction or the corridor ceiling may be of the same construction as the corridor walls . Ceilings of noncombustible ...
... ceiling may be protected by the use of ceiling materials as required for one - hour floor or roof system construction or the corridor ceiling may be of the same construction as the corridor walls . Ceilings of noncombustible ...
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