Uniform Building Code Standards |
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Page 158
... panels . Panels may have face or back plies stitched but not both . Shims or strips of veneer shall not be used to repair panel edge voids . However , filling of permissible edge voids with approved synthetic fillers neatly applied will ...
... panels . Panels may have face or back plies stitched but not both . Shims or strips of veneer shall not be used to repair panel edge voids . However , filling of permissible edge voids with approved synthetic fillers neatly applied will ...
Page 168
... panels . 3. Requalification . When results of the resampling fail to meet the applicable test requirements , a requalification for structural properties under Section 25.910 ( c ) shall be required . Scarf- and Finger - jointed Panels ...
... panels . 3. Requalification . When results of the resampling fail to meet the applicable test requirements , a requalification for structural properties under Section 25.910 ( c ) shall be required . Scarf- and Finger - jointed Panels ...
Page 169
... panels shall not be accepted . If reinspection establishes that a disputed item is 5 percent or less below grade or out of dimensional tolerance , it passes the reinspection . In addition to the above 5 percent grade and dimensional ...
... panels shall not be accepted . If reinspection establishes that a disputed item is 5 percent or less below grade or out of dimensional tolerance , it passes the reinspection . In addition to the above 5 percent grade and dimensional ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone