Uniform Building Code Standards |
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Page 169
... selected from each disputed item shall be prorated according to the number of panels . Panels found to be below grade or out of tolerance for size and thickness shall have improper grademarks obliterated and shall be remarked for ...
... selected from each disputed item shall be prorated according to the number of panels . Panels found to be below grade or out of tolerance for size and thickness shall have improper grademarks obliterated and shall be remarked for ...
Page 818
... Selected . The weight of individual rolls of saturated felt , exclusive of wrapping and packing , shall be as follows : Type 15 - not less than 13 pounds per 100 square feet . Type 30 - not less than 26 pounds per 100 square feet . The ...
... Selected . The weight of individual rolls of saturated felt , exclusive of wrapping and packing , shall be as follows : Type 15 - not less than 13 pounds per 100 square feet . Type 30 - not less than 26 pounds per 100 square feet . The ...
Page 837
... selected from the next roll of felt fed into the machine . If this second sample is unacceptable , the lot shall be rejected . B. If the second sample is acceptable a third sample of dry and of saturated felt shall be selected from the ...
... selected from the next roll of felt fed into the machine . If this second sample is unacceptable , the lot shall be rejected . B. If the second sample is acceptable a third sample of dry and of saturated felt shall be selected from the ...
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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