Uniform Building Code |
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Page 39
... protected on the exterior with materi- als approved for 1 - hour fire - resistive construc- tion ) Not permitted less than 5 feet , protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet Not permitted ...
... protected on the exterior with materi- als approved for 1 - hour fire - resistive construc- tion ) Not permitted less than 5 feet , protected less than 20 feet Not permitted less than 5 feet Protected less than 10 feet Not permitted ...
Page 83
... protected against ignition by 11 / 2 - inch - thick mineral fiber insulation , 1 / 4 - inch - thick plywood , hardboard or gypsum wallboard , corrosion - resistant sheet metal having a base metal thickness not less than 0.0160 inch at ...
... protected against ignition by 11 / 2 - inch - thick mineral fiber insulation , 1 / 4 - inch - thick plywood , hardboard or gypsum wallboard , corrosion - resistant sheet metal having a base metal thickness not less than 0.0160 inch at ...
Page 614
... protected as specified in Section 4306. Where fire - rated walls and partitions require protected openings , the following penetrations into or through such construction are permitted : 1. Copper or ferrous pipes or conduits may ...
... protected as specified in Section 4306. Where fire - rated walls and partitions require protected openings , the following penetrations into or through such construction are permitted : 1. Copper or ferrous pipes or conduits 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