Building Standards: Uniform Building Code1985 - Building laws |
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Page 157
... exceed 1 inch in width for a depth of 8 inches ( measured from panel edge ) and the average of all gaps occurring in a panel shall not exceed 1/2 inch . Every effort shall be made to produce closely butted core joints . Where plugged ...
... exceed 1 inch in width for a depth of 8 inches ( measured from panel edge ) and the average of all gaps occurring in a panel shall not exceed 1/2 inch . Every effort shall be made to produce closely butted core joints . Where plugged ...
Page 161
... exceed 4 inches in width . Synthetic panel repairs shall not exceed 21/4 inches in width . Shims are permitted . Synthetic shims shall completely fill kerfs or voids ; shall present a smooth level surface ; and shall not crack , shrink ...
... exceed 4 inches in width . Synthetic panel repairs shall not exceed 21/4 inches in width . Shims are permitted . Synthetic shims shall completely fill kerfs or voids ; shall present a smooth level surface ; and shall not crack , shrink ...
Page 388
... exceed the values set forth in Table No. 25 - B of the Uniform Building Code for rolling shear . The allowable working stresses shall be reduced 50 percent at exterior ribs . This reduction applies to exterior stringers whose clear ...
... exceed the values set forth in Table No. 25 - B of the Uniform Building Code for rolling shear . The allowable working stresses shall be reduced 50 percent at exterior ribs . This reduction applies to exterior stringers whose clear ...
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Common terms and phrases
½ inch adhesive allowable load apply average bending members Black knots bolt BUILDING CODE STANDARD Characteristics and limiting combinations compression members compressive strength concrete masonry units connector cross section design value diameter dimension Douglas fir E-rated eastern white pine edge end joints equivalent smaller exceed FACE WIDTH feet glued grading rules half the thickness holes inch wide Inner knots lams less limiting provisions localized cross grain lumber manufactured material maximum measured medium grain minimum modulus of elasticity moisture content mortar nominal occasional piece outer tension panel parallel percent permitted perpendicular pitch streaks pith plywood pounds per square procedures RED KNOTS requirements sample sapwood scarf joints seasoning checks shake shear slope of grain southern pine spaced species specified splits square inch stress surface Table tension laminations test specimens timber torn grain U.B.C. Standard Uniform Building Code veneer visually graded wane wide face wood failure