Uniform Building Code |
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Page 500
... exits . The total exit width re- quired from any story of a building shall be determined by using the occu- pant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration ...
... exits . The total exit width re- quired from any story of a building shall be determined by using the occu- pant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration ...
Page 508
... Exit Sec . 3307. ( a ) Used as a Required Exit . If conforming to the provisions of this chapter , a horizontal exit may be considered as a required exit . ( b ) Openings . All openings in the two - hour fire - resistive wall which ...
... Exit Sec . 3307. ( a ) Used as a Required Exit . If conforming to the provisions of this chapter , a horizontal exit may be considered as a required exit . ( b ) Openings . All openings in the two - hour fire - resistive wall which ...
Page 515
... exit when the main exit consists of a single door or one pair of doors . A key locking device may be used in place of the panic hardware , provided there is a readily visible metallic sign adjacent to the doorway stating " THIS DOOR ...
... exit when the main exit consists of a single door or one pair of doors . A key locking device may be used in place of the panic hardware , provided there is a readily visible metallic sign adjacent to the doorway stating " THIS DOOR ...
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