Uniform Building Code |
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Page 48
... separated as specified in Section 503 ( d ) . In no case shall any occupancy be located above the story or height ... separation between the various oc- cupancy divisions in the building . Where the occupancy separation is horizontal ...
... separated as specified in Section 503 ( d ) . In no case shall any occupancy be located above the story or height ... separation between the various oc- cupancy divisions in the building . Where the occupancy separation is horizontal ...
Page 49
... separation for ducts constructed of not less than No. 26 gauge galvanized steel . 5. The following occupancies need not be separated from the uses to which they are accessory : assembly rooms having a floor area of not over 750 square ...
... separation for ducts constructed of not less than No. 26 gauge galvanized steel . 5. The following occupancies need not be separated from the uses to which they are accessory : assembly rooms having a floor area of not over 750 square ...
Page 68
... Separation Requirements . 1. Definitions . For the pur- pose of this Chapter , the following definitions are ... separated by an approved smoke or draft stop barrier . SMOKE AND DRAFT BARRIER . A smoke and draft barrier consists ...
... Separation Requirements . 1. Definitions . For the pur- pose of this Chapter , the following definitions are ... separated by an approved smoke or draft stop barrier . SMOKE AND DRAFT BARRIER . A smoke and draft barrier consists ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
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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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength