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Page 28
... fire - resistive construction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire - resistive , " " two - hour fire- resistive , " and " one - hour fire - ...
... fire - resistive construction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire - resistive , " " two - hour fire- resistive , " and " one - hour fire - ...
Page 91
International Conference of Building Officials. Chapter 18 Definition TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
International Conference of Building Officials. Chapter 18 Definition TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
Page 99
... fire - resistive 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 ) ...
... fire - resistive 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 ) ...
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