Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 559
... fire - protection rating of all types of re- ired fire assemblies shall be determined in accordance with the re ... doors shall have closing devices as specified in Chapter 33 . 2. Fire assemblies installed across exit corridors or which ...
... fire - protection rating of all types of re- ired fire assemblies shall be determined in accordance with the re ... doors shall have closing devices as specified in Chapter 33 . 2. Fire assemblies installed across exit corridors or which ...
Page 560
... doors ) or No. 43-4 ( for windows ) . Glass shall be held in place by steel glazing angles except that in casement win- dows wire clips may be used . ( i ) Fire Dampers . Except where fire tests have shown that fire dampers are not ...
... doors ) or No. 43-4 ( for windows ) . Glass shall be held in place by steel glazing angles except that in casement win- dows wire clips may be used . ( i ) Fire Dampers . Except where fire tests have shown that fire dampers are not ...
Page 615
... Fire Doors . Standard 10A ( December , 1973 ) , of the Underwriters Laboratories Inc. 43-4 ; 4306 ( d ) , 4306 ( h ) Fire Tests of Window Assemblies . Standard Methods E163-76 of the ASTM . 43-5 ; 4306 ( k ) Installation of Fire Doors ...
... Fire Doors . Standard 10A ( December , 1973 ) , of the Underwriters Laboratories Inc. 43-4 ; 4306 ( d ) , 4306 ( h ) Fire Tests of Window Assemblies . Standard Methods E163-76 of the ASTM . 43-5 ; 4306 ( k ) Installation of Fire Doors ...
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