Uniform Building Code Standards |
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Page 157
... panel will be acceptable . Crossband gaps or center gaps , except as noted for plugged crossband and jointed crossband shall not exceed 1 inch in width for a depth of 8 inches ( measured from panel edge ) and the average of all gaps ...
... panel will be acceptable . Crossband gaps or center gaps , except as noted for plugged crossband and jointed crossband shall not exceed 1 inch in width for a depth of 8 inches ( measured from panel edge ) and the average of all gaps ...
Page 158
... panels with C or D grade faces or backs , except stitched C veneer may not be used for faces in decorative panels . Panels may have face or back plies stitched but not both . Shims or strips of veneer shall not be used to repair panel ...
... panels with C or D grade faces or backs , except stitched C veneer may not be used for faces in decorative panels . Panels may have face or back plies stitched but not both . Shims or strips of veneer shall not be used to repair panel ...
Page 168
... panels of Group 4 species , then that panel fails . The jointed panels represented by the sampling are acceptable if not more than one of the panels fails . ( c ) Scarf- and Finger - joint Durability for Interior and IMG Panels . Panels ...
... panels of Group 4 species , then that panel fails . The jointed panels represented by the sampling are acceptable if not more than one of the panels fails . ( c ) Scarf- and Finger - joint Durability for Interior and IMG Panels . Panels ...
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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