Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 52
... story building of Group B and Group H , Division 5 Occupancies shall not be limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad ...
... story building of Group B and Group H , Division 5 Occupancies shall not be limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad ...
Page 499
... story having an occupant load of more than 10 shall have not less than two exits . EXCEPTIONS : 1. Except as provided in Table No. 33 - A , only one exit shall be required from a second floor area within an individual dwelling unit ...
... story having an occupant load of more than 10 shall have not less than two exits . EXCEPTIONS : 1. Except as provided in Table No. 33 - A , only one exit shall be required from a second floor area within an individual dwelling unit ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength