Uniform Building Code |
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Page 548
... materials which are less than 28 inch in thickness cemented to the surface of walls or ceilings , if these materials have flame - spread characteristics no greater than paper of this thickness cemented to a noncombustible backing . Foam ...
... materials which are less than 28 inch in thickness cemented to the surface of walls or ceilings , if these materials have flame - spread characteristics no greater than paper of this thickness cemented to a noncombustible backing . Foam ...
Page 628
... materials and establish methods of safe construction where any structure or portion thereof is wholly or partially prefabricated . ( b ) Scope . Unless otherwise specifically stated in this Chapter , all prefabricated construction and ...
... materials and establish methods of safe construction where any structure or portion thereof is wholly or partially prefabricated . ( b ) Scope . Unless otherwise specifically stated in this Chapter , all prefabricated construction and ...
Page 634
... material . ( b ) General . In Type V - N construction , doors , sash and framed open- ings , not required to be fire protected , may be glazed or equipped with ap- proved plastic materials . In all types of construction having ...
... material . ( b ) General . In Type V - N construction , doors , sash and framed open- ings , not required to be fire protected , may be glazed or equipped with ap- proved plastic materials . In all types of construction having ...
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