Uniform Building Code |
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Page 50
... story in height shall be assumed to have a property line between them . When a new building is to be erected on the ... story areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as ...
... story in height shall be assumed to have a property line between them . When a new building is to be erected on the ... story areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as ...
Page 497
... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or portion thereof , having an occupant load of 1000 or more shall have not less than four exits . The number of exits ...
... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or portion thereof , having an occupant load of 1000 or more shall have not less than four exits . The number of exits ...
Page 498
... 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 as follows : 1. Fifty percent of the occupant ...
... 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 as follows : 1. Fifty percent of the occupant ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 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