Uniform Building Code |
From inside the book
Results 1-3 of 74
Page 63
... comply with Section 911 ( f ) , through service corridors or in exit corridors as permitted in the exception to Section 911 ( c ) . The handling or transporting of hazardous production materials within service corridors shall comply ...
... comply with Section 911 ( f ) , through service corridors or in exit corridors as permitted in the exception to Section 911 ( c ) . The handling or transporting of hazardous production materials within service corridors shall comply ...
Page 85
... comply with the applicable provisions of the code . Collectors located above or upon a roof and not functioning as building components shall not reduce the required fire resistance nor fire - retardancy classification of the roof ...
... comply with the applicable provisions of the code . Collectors located above or upon a roof and not functioning as building components shall not reduce the required fire resistance nor fire - retardancy classification of the roof ...
Page 542
... comply with U.B.C. Standard No. 32-3 . Asphalt shingles shall be fastened according to manufacturer's instructions ... comply with U.B.C. Standard No. 32-10 and shall be installed in an approved manner . D. Asbestos - cement shingles ...
... comply with U.B.C. Standard No. 32-3 . Asphalt shingles shall be fastened according to manufacturer's instructions ... comply with U.B.C. Standard No. 32-10 and shall be installed in an approved manner . D. Asbestos - cement shingles ...
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