Uniform Building Code Standards |
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Page 153
... plies are at the option of the manufacturer . When face and back veneers are of the same species group , the panels shall be identified as being of that species group . The species covered in each group are set forth in Table No. 25-9 ...
... plies are at the option of the manufacturer . When face and back veneers are of the same species group , the panels shall be identified as being of that species group . The species covered in each group are set forth in Table No. 25-9 ...
Page 157
... plies shall be full width and length , except that one edge or end void not exceeding 1/8 inch in depth or 8 inches ... plies are specified , inner plies shall be of C - Plugged veneer and gaps between adjacent pieces of inner plies ...
... plies shall be full width and length , except that one edge or end void not exceeding 1/8 inch in depth or 8 inches ... plies are specified , inner plies shall be of C - Plugged veneer and gaps between adjacent pieces of inner plies ...
Page 159
... Plies . For a given thickness , the number of plies used in the panel makeup shall be not less than as provided in Table No. 25-9 - C . ( c ) Species for Faces and Backs . For purposes of this standard , veneer species are classified ...
... Plies . For a given thickness , the number of plies used in the panel makeup shall be not less than as provided in Table No. 25-9 - C . ( c ) Species for Faces and Backs . For purposes of this standard , veneer species are classified ...
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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