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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- quired fire assemblies shall be determined in accordance with the re- quirements 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- quired fire assemblies shall be determined in accordance with the re- quirements 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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength