Uniform Building Code Standards |
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Page 33
CORES are void spaces having a gross cross - sectional area equal to or less
than 172 square inches . ( c ) Grades . Two grades of brick are covered . Grade 1
. Brick intended for use in general masonry exposed to weather . Grade II .
CORES are void spaces having a gross cross - sectional area equal to or less
than 172 square inches . ( c ) Grades . Two grades of brick are covered . Grade 1
. Brick intended for use in general masonry exposed to weather . Grade II .
Page 809
The asphalt shall have a flash point not less than 225°C . , as determined by the
Cleveland Open - cup Method , or 200°C . as determined by the Pensky -
Martens Closed Tester . Asphalt - saturated Organic Felt Sec . 32 . 103 . ( a ) Felt .
The asphalt shall have a flash point not less than 225°C . , as determined by the
Cleveland Open - cup Method , or 200°C . as determined by the Pensky -
Martens Closed Tester . Asphalt - saturated Organic Felt Sec . 32 . 103 . ( a ) Felt .
Page 811
The weight of individual rolls of saturated felt , exclusive of wrapping and packing
, shall be not less than 13 pounds per 100 square feet ( Type 15 ) . Asphalt -
saturated Asbestos Felt Sec . 32 . 107 . ( a ) Felt . The felt used shall be a roofing
felt ...
The weight of individual rolls of saturated felt , exclusive of wrapping and packing
, shall be not less than 13 pounds per 100 square feet ( Type 15 ) . Asphalt -
saturated Asbestos Felt Sec . 32 . 107 . ( a ) Felt . The felt used shall be a roofing
felt ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
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accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone