Uniform Building Code |
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Page 156
... fire protection . EXCEPTIONS : 1. Rigid electric conduits may be embedded in ... zone given in this section . 2. Special provisions for Seismic Zones Nos . 0 ... Zone No. 2. Masonry structures in Seismic Zone No. 2 shall comply with the ...
... fire protection . EXCEPTIONS : 1. Rigid electric conduits may be embedded in ... zone given in this section . 2. Special provisions for Seismic Zones Nos . 0 ... Zone No. 2. Masonry structures in Seismic Zone No. 2 shall comply with the ...
Page 732
... Fire drills . See Section 125 ( a ) 26 . NR indicates provisions are not required . Height Zone No. 1 : More than 75 feet but not in excess of 149 feet . Height Zone No. 2 : More than 149 feet but not in excess of 399 feet . Height Zone ...
... Fire drills . See Section 125 ( a ) 26 . NR indicates provisions are not required . Height Zone No. 1 : More than 75 feet but not in excess of 149 feet . Height Zone No. 2 : More than 149 feet but not in excess of 399 feet . Height Zone ...
Page 735
... fire - resistive time period of not less than one hour . Walls between tenant spaces used to separate smoke - control zones shall extend from the floor to the underside of the floor or roof above . C. A smoke control zone ... zone there may ...
... fire - resistive time period of not less than one hour . Walls between tenant spaces used to separate smoke - control zones shall extend from the floor to the underside of the floor or roof above . C. A smoke control zone ... zone there may ...
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