Uniform Building Code Standards |
From inside the book
Results 1-3 of 68
Page 33
... less than 3/4 inch from any edge of the brick , except for cored - shell hollow brick and double - shell hollow brick . Cores greater than 1 square inch in cored shells shall be not less than 1⁄2 inch from any edge . Cores not greater ...
... less than 3/4 inch from any edge of the brick , except for cored - shell hollow brick and double - shell hollow brick . Cores greater than 1 square inch in cored shells shall be not less than 1⁄2 inch from any edge . Cores not greater ...
Page 809
... less than 5.2 pounds per 100 square feet for Type 15 felt and not less than 10.0 pounds per 100 square feet for Type 30 felt . ( b ) Saturant . The saturant shall be composed of asphaltic materials and shall have a flash point of not less ...
... less than 5.2 pounds per 100 square feet for Type 15 felt and not less than 10.0 pounds per 100 square feet for Type 30 felt . ( b ) Saturant . The saturant shall be composed of asphaltic materials and shall have a flash point of not less ...
Page 811
... less than 13 pounds per 100 square feet ( Type 15 ) . Asphalt - saturated Asbestos Felt Sec . 32.107 . ( a ) Felt ... less than 70 percent by weight . The weight of the moisture - free felt ( desaturated when determined from a sample of ...
... less than 13 pounds per 100 square feet ( Type 15 ) . Asphalt - saturated Asbestos Felt Sec . 32.107 . ( a ) Felt ... less than 70 percent by weight . The weight of the moisture - free felt ( desaturated when determined from a sample of ...
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