Uniform Building Code Standards |
From inside the book
Results 1-3 of 86
Page 115
... width 14 " in 6 " width 15 % " in 8 " width 2 " in 10 " width 2 % " in 12 " width 21⁄2 " in 14 " width 234 " in 16 " width 3 " in 18 " width In rectangular sizes the wider face determines the size of knots . Proportionately larger knots ...
... width 14 " in 6 " width 15 % " in 8 " width 2 " in 10 " width 2 % " in 12 " width 21⁄2 " in 14 " width 234 " in 16 " width 3 " in 18 " width In rectangular sizes the wider face determines the size of knots . Proportionately larger knots ...
Page 161
... width individually where occurring in multiple repairs , or 4 inches in width where occurring singly . Synthetic veneer repairs shall not exceed 4 inches in width . Synthetic panel repairs shall not exceed 21/4 inches in width . Shims ...
... width individually where occurring in multiple repairs , or 4 inches in width where occurring singly . Synthetic veneer repairs shall not exceed 4 inches in width . Synthetic panel repairs shall not exceed 21/4 inches in width . Shims ...
Page 964
... Width . The details for nailing of boards 3 to 4 inches , inclusive , stock width are shown in Figure No. 43-3-3 . Horizontal rows of nails shall be about the center of each horizontal layer board . Vertical rows of nails shall be about ...
... Width . The details for nailing of boards 3 to 4 inches , inclusive , stock width are shown in Figure No. 43-3-3 . Horizontal rows of nails shall be about the center of each horizontal layer board . Vertical rows of nails shall be about ...
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