Uniform Building Code |
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Page 28
... separation between the various occupancy divisions in the building . Where the occupancy separation is horizontal , structural members supporting the separation shall be protected by equivalent fire - resistive construction . ( c ) ...
... separation between the various occupancy divisions in the building . Where the occupancy separation is horizontal , structural members supporting the separation shall be protected by equivalent fire - resistive construction . ( c ) ...
Page 29
... separation " shall be of not less than two - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 4. A " one - hour fire ...
... separation " shall be of not less than two - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 4. A " one - hour fire ...
Page 31
... separation wall may terminate at the exterior wall . When the horizontal projecting elements contain concealed spaces , the area separation wall need only extend through the concealed space to the outer edges of the projecting elements ...
... separation wall may terminate at the exterior wall . When the horizontal projecting elements contain concealed spaces , the area separation wall need only extend through the concealed space to the outer edges of the projecting elements ...
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