Uniform Building Code Standards |
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Page 136
... inch or less ) well scattered ; knots — sound , firm , encased and pith knots , but must be tight , and limited to 11⁄4 inch in 2 - inch width , 11⁄2 inches in 3 - inch ... inches wide if the wane is not longer than 136 25-6 U.B.C. STANDARDS.
... inch or less ) well scattered ; knots — sound , firm , encased and pith knots , but must be tight , and limited to 11⁄4 inch in 2 - inch width , 11⁄2 inches in 3 - inch ... inches wide if the wane is not longer than 136 25-6 U.B.C. STANDARDS.
Page 160
... wide if not exceeding 2 inches in length ; and small chipped areas or openings not more than 1/8 inch wide by 1/4 inch long . Pitch streaks averaging not more than 3/8 inch in width and blending with color of wood are permitted ...
... wide if not exceeding 2 inches in length ; and small chipped areas or openings not more than 1/8 inch wide by 1/4 inch long . Pitch streaks averaging not more than 3/8 inch in width and blending with color of wood are permitted ...
Page 402
... line for glue lines 2 inches wide or less , two lines for glue lines more than 2 inches wide and up to 4 inches wide , three lines for glue lines up to 10 inches wide and four lines for 12 - inch - wide glue lines . ( If shorter nail ...
... line for glue lines 2 inches wide or less , two lines for glue lines more than 2 inches wide and up to 4 inches wide , three lines for glue lines up to 10 inches wide and four lines for 12 - inch - wide glue lines . ( If shorter nail ...
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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