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Page 58
... Construction , Height and Allowable Area Sec . 902. ( a ) General . Buildings or parts of buildings classed in Group H because of the use or character of the occupancy shall be limited to the types of construction set forth in Tables No ...
... Construction , Height and Allowable Area Sec . 902. ( a ) General . Buildings or parts of buildings classed in Group H because of the use or character of the occupancy shall be limited to the types of construction set forth in Tables No ...
Page 77
... CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of construction and represent varying degrees of public safety and resistance to fire . Every building shall be classified ...
... CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of construction and represent varying degrees of public safety and resistance to fire . Every building shall be classified ...
Page 99
... construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive construction which are not part of a shaft enclosure may have fire - retardant treated wood ( see Section 407 ) within the assembly ...
... construction , except that permanent nonbearing partitions of one - hour or two - hour fire - resistive construction which are not part of a shaft enclosure may have fire - retardant treated wood ( see Section 407 ) within the assembly ...
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