Uniform Building Code Standards |
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Page 142
... Less ) . Tight knotted pieces with sapwood and medium stain are permitted . Five percent of the pieces may contain a single defect not otherwise permitted , provided it is located more than 4 feet from ends and can be removed with a ...
... Less ) . Tight knotted pieces with sapwood and medium stain are permitted . Five percent of the pieces may contain a single defect not otherwise permitted , provided it is located more than 4 feet from ends and can be removed with a ...
Page 313
... less at 6 feet from the butt and in the outer 3 inches of poles having a circumference of more than 37.5 inches at 6 ... Permitted Defects Sec . 25.1304 . ( a ) Sap Stain . Sap stain that is not accompanied by softening or other ...
... less at 6 feet from the butt and in the outer 3 inches of poles having a circumference of more than 37.5 inches at 6 ... Permitted Defects Sec . 25.1304 . ( a ) Sap Stain . Sap stain that is not accompanied by softening or other ...
Page 314
... less in diameter shall be ignored in applying the limitations for the sum of diameters . ( e ) Decayed Knots . Type II decayed knots are permitted . ( f ) Scars . No pole shall have a scar or turpentine face ( southern pine ) located ...
... less in diameter shall be ignored in applying the limitations for the sum of diameters . ( e ) Decayed Knots . Type II decayed knots are permitted . ( f ) Scars . No pole shall have a scar or turpentine face ( southern pine ) located ...
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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