Uniform Building Code Standards |
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Page 109
... inch deep . Light torn grain — not over 32 inch deep . Medium torn grain - not over 16 inch deep . Heavy torn grain — not over % inch deep . Very heavy torn grain - over % inch deep . ( iii ) Raised grain is an unevenness between ...
... inch deep . Light torn grain — not over 32 inch deep . Medium torn grain - not over 16 inch deep . Heavy torn grain — not over % inch deep . Very heavy torn grain - over % inch deep . ( iii ) Raised grain is an unevenness between ...
Page 178
... inch wide if not exceeding 2 inches in length and small chipped areas or openings not more than 8 inch wide by 1⁄4 inch long . In Interior - type panels : small cracks or checks not more than 3/16 inch wide ; openings or depressions up to 1 ...
... inch wide if not exceeding 2 inches in length and small chipped areas or openings not more than 8 inch wide by 1⁄4 inch long . In Interior - type panels : small cracks or checks not more than 3/16 inch wide ; openings or depressions up to 1 ...
Page 1139
... inch Exterior - grade plywood , has overall inside dimensions of approximately 65 inches long by 18 1⁄4 inches deep by 18 % inches wide . Has a centrally located gasketed hinged top door approx- imately 33 % inches wide in the top with ...
... inch Exterior - grade plywood , has overall inside dimensions of approximately 65 inches long by 18 1⁄4 inches deep by 18 % inches wide . Has a centrally located gasketed hinged top door approx- imately 33 % inches wide in the top with ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone