Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... fire - 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 ...
... fire - 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 ...
Page 559
... fire - protection rating of all types of re- ired fire assemblies shall be determined in accordance with the re- irements specified in U.B.C. Standards No. 43-2 and No. 43-4 . ( e ) Hardware . Every fire assembly required to have a ...
... fire - protection rating of all types of re- ired fire assemblies shall be determined in accordance with the re- irements specified in U.B.C. Standards No. 43-2 and No. 43-4 . ( e ) Hardware . Every fire assembly required to have a ...
Page 560
... Fire Dampers . Except where fire tests have shown that fire dampers are not necessary to maintain the required fire resistance of the construc- tion , fire dampers complying with the requirements of U.B.C. Standard No. 43-7 shall be ...
... Fire Dampers . Except where fire tests have shown that fire dampers are not necessary to maintain the required fire resistance of the construc- tion , fire dampers complying with the requirements of U.B.C. Standard No. 43-7 shall be ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath 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 partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength