Uniform Building Code |
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Page 44
... located in a basement or above the first story shall be of not less than one - hour fire - resistive construction . Group A assembly rooms having an occupant load of 1000 or more shall not be located in the basement . EXCEPTION ...
... located in a basement or above the first story shall be of not less than one - hour fire - resistive construction . Group A assembly rooms having an occupant load of 1000 or more shall not be located in the basement . EXCEPTION ...
Page 85
... 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 covering materials . EXCEPTIONS : 1. Collectors installed on one- and ...
... 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 covering materials . EXCEPTIONS : 1. Collectors installed on one- and ...
Page 201
International Conference of Building Officials. floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery ...
International Conference of Building Officials. floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery ...
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