Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... resistive , " " three - hour fire - resistive , " " two- hour fire - resistive , " and " one - hour fire - resistive . " ( See U.B.C. Standard No. 43-7 for fire dampers in air ducts piercing occupancy separations . ) 1. A " four - hour ...
... resistive , " " three - hour fire - resistive , " " two- hour fire - resistive , " and " one - hour fire - resistive . " ( See U.B.C. Standard No. 43-7 for fire dampers in air ducts piercing occupancy separations . ) 1. A " four - hour ...
Page 103
... resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive construction except that permanent nonbearing partitions of one - hour or two - hour fire ...
... resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive construction except that permanent nonbearing partitions of one - hour or two - hour fire ...
Page 111
... resistive construction except that permanent nonbear- ing 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 ...
... resistive construction except that permanent nonbear- ing 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 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength