Uniform Building Code Standards |
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Page 75
... Splits . Shakes are measured at the ends of the piece . The size of a shake is the distance between lines enclosing the shake and parallel to the wide face of the piece . Splits and checks are treated as " equivalent shakes . " The size ...
... Splits . Shakes are measured at the ends of the piece . The size of a shake is the distance between lines enclosing the shake and parallel to the wide face of the piece . Splits and checks are treated as " equivalent shakes . " The size ...
Page 79
... splits . Elsewhere through shakes one third the length . Several such scattered along the length . Skips - Hit or miss ; in addition , 10 percent of pieces may have heavy skip . Slope of Grain - 1 in 4 . Splits Equal to one sixth the ...
... splits . Elsewhere through shakes one third the length . Several such scattered along the length . Skips - Hit or miss ; in addition , 10 percent of pieces may have heavy skip . Slope of Grain - 1 in 4 . Splits Equal to one sixth the ...
Page 160
... splits and other open defects . It shall be well joined when of more than one piece . Suitable synthetic fillers may be used to fill , in Exterior - type panels , small cracks or checks not more than 1/32 inch wide ; small splits or ...
... splits and other open defects . It shall be well joined when of more than one piece . Suitable synthetic fillers may be used to fill , in Exterior - type panels , small cracks or checks not more than 1/32 inch wide ; small splits or ...
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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