Uniform Building Code Standards |
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Page 206
... visual requirement of the E- rated grade and the 302-20 grade , 18 inches of each end of each piece shall be visually graded to meet the following : a . The ends of the piece shall have the same general character as the remainder of the ...
... visual requirement of the E- rated grade and the 302-20 grade , 18 inches of each end of each piece shall be visually graded to meet the following : a . The ends of the piece shall have the same general character as the remainder of the ...
Page 244
... rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in E - rated combinations in Table No. 25-11 - A , In combinations of mixed species , refer to Table No. 25-11 - A for species and ...
... rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in E - rated combinations in Table No. 25-11 - A , In combinations of mixed species , refer to Table No. 25-11 - A for species and ...
Page 245
... grade ( SSS ) of hem - fir is required for some visually graded western species combinations . This grade is dense as described in the above paragraph . The knot size is limited to well - spaced knots occupying not more than 10 percent ...
... grade ( SSS ) of hem - fir is required for some visually graded western species combinations . This grade is dense as described in the above paragraph . The knot size is limited to well - spaced knots occupying not more than 10 percent ...
Other editions - View all
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