Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 24
... capacity having a diameter of not over six feet ( 6 ) made of steel shall be three - sixteenths inch ( 3/16 " ) or greater nominal thickness . Tanks having a dia- meter of over six feet ( 6 ' ) and not more than twelve feet ( 12 ...
... capacity having a diameter of not over six feet ( 6 ) made of steel shall be three - sixteenths inch ( 3/16 " ) or greater nominal thickness . Tanks having a dia- meter of over six feet ( 6 ' ) and not more than twelve feet ( 12 ...
Page 27
... capacity or five hundred fifty ( 550 ) gallons aggregate capacity in an individual building or in a section of a building separated by firewalls shall be installed in an enclosure constructed as follows : The walls of the enclosure ...
... capacity or five hundred fifty ( 550 ) gallons aggregate capacity in an individual building or in a section of a building separated by firewalls shall be installed in an enclosure constructed as follows : The walls of the enclosure ...
Page 695
... capacity of 15 gallons per hour or less vaporizing capacity . 25 ft . for vaporizers having a vaporizing capacity of 16 to 100 gallons per hour . 50 ft . for vaporizers having a vaporizing capacity exceeding 100 gallons per hour . 10 ...
... capacity of 15 gallons per hour or less vaporizing capacity . 25 ft . for vaporizers having a vaporizing capacity of 16 to 100 gallons per hour . 50 ft . for vaporizers having a vaporizing capacity exceeding 100 gallons per hour . 10 ...
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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