Uniform Building Code Standards |
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Page 964
... edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall be about the center of each horizontal board . Nails in horizon- tal edge rows shall be spaced not more than the face width of each ...
... edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall be about the center of each horizontal board . Nails in horizon- tal edge rows shall be spaced not more than the face width of each ...
Page 965
... edge turned % inch and the other vertical edge doubled under 1 inches and the doubled edge then turned up inch from cut edge as shown in Figure No. 43-3-7 , Section A - B . Face plates , excepting face plates forming top horizontal ...
... edge turned % inch and the other vertical edge doubled under 1 inches and the doubled edge then turned up inch from cut edge as shown in Figure No. 43-3-7 , Section A - B . Face plates , excepting face plates forming top horizontal ...
Page 1172
... edge Depth of Gypsum Boards Sec . 47.1718 . ( a ) Test Specimens . Use at least three gypsum boards as a sample ... edge and at least 1⁄2 inch from the cut end . Take the average of the four micrometer readings as the average thickness ...
... edge Depth of Gypsum Boards Sec . 47.1718 . ( a ) Test Specimens . Use at least three gypsum boards as a sample ... edge and at least 1⁄2 inch from the cut end . Take the average of the four micrometer readings as the average thickness ...
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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