Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 156
... backing are completely separated except for the metal ties which serve as bonding . ( b ) Cavity Wall Construction . In cavity walls neither the facing nor the backing shall be less than 4 inches in thickness and the cavity shall be not ...
... backing are completely separated except for the metal ties which serve as bonding . ( b ) Cavity Wall Construction . In cavity walls neither the facing nor the backing shall be less than 4 inches in thickness and the cavity shall be not ...
Page 157
... backing . The distance between adjacent full- length headers shall not exceed 24 inches vertically or horizontally . Where the backing consists of two or more wythes the headers shall extend not less than 4 inches into the most distant ...
... backing . The distance between adjacent full- length headers shall not exceed 24 inches vertically or horizontally . Where the backing consists of two or more wythes the headers shall extend not less than 4 inches into the most distant ...
Page 480
... backing . Anchored Veneer is veneer secured to and supported by approved mechanical fasteners attached to an approved backing . Exterior Veneer is veneer applied to weather - exposed surfaces as de- fined in Section 424 . Interior ...
... backing . Anchored Veneer is veneer secured to and supported by approved mechanical fasteners attached to an approved backing . Exterior Veneer is veneer applied to weather - exposed surfaces as de- fined in Section 424 . Interior ...
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