Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 218
... feet ( 4 ' ) to twenty - four feet ( 24 ' ) , in multiples of two feet ( 2 ' ) , except that nine feet ( 9 ' ) is standard in 2x3 to 2x8 ; in shipments in which the lengths are not specifically restricted , ten feet ( 10 ' ) to sixteen ...
... feet ( 4 ' ) to twenty - four feet ( 24 ' ) , in multiples of two feet ( 2 ' ) , except that nine feet ( 9 ' ) is standard in 2x3 to 2x8 ; in shipments in which the lengths are not specifically restricted , ten feet ( 10 ' ) to sixteen ...
Page 503
... feet in 11 foot bays . 10 feet in 10 foot bays . 11 feet in 9 foot bays . 12 feet in 6 to 8 foot bays . ( d ) With Extra Hazard Occupancy , the protection area allotted per sprinkler shall not exceed eighty square feet ( 80 sq . ft ...
... feet in 11 foot bays . 10 feet in 10 foot bays . 11 feet in 9 foot bays . 12 feet in 6 to 8 foot bays . ( d ) With Extra Hazard Occupancy , the protection area allotted per sprinkler shall not exceed eighty square feet ( 80 sq . ft ...
Page 504
... feet ( 144 sq . ft . ) with the distance between lines and between sprinklers on lines not in excess of fourteen feet ( 14 ' ) . ( b ) With Ordinary Hazard Occupancy : 1 . Noncombustible floor or roof deck . The protection area allotted ...
... feet ( 144 sq . ft . ) with the distance between lines and between sprinklers on lines not in excess of fourteen feet ( 14 ' ) . ( b ) With Ordinary Hazard Occupancy : 1 . Noncombustible floor or roof deck . The protection area allotted ...
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Common terms and phrases
aggregate allowable loads authority having jurisdiction average bars Beams and Stringers bending bolt BUILDING CODE STANDARD butt joints carbon dioxide cent center half center line checks compression compression members Compression Stress compressive strength concrete connector Cont'd diameter dimension distance door Douglas Fir Edge of Wide exceed Face inches feet fire fire doors flammable liquids Grade gypsum heartwood inch ½ incl installed joints Joist and Plank knots lag screw laminations less located lumber manufacturer material maximum measured metal minimum narrow face Nominal Width one-half inch one-quarter inch panel paragraph permitted piece pipe pith plates Posts and Timbers required not required shake shear side six inches sizes Slope of Grain spacing specified Splits sprinklers steel storage strength ratio stress Structural surface tank temperature tensile strength test specimen thickness tion UNIFORM BUILDING CODE valve wall Wane weight weld wide face Width of Face wood