Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 27
... gallons individual 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 ...
... gallons individual 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 ...
Page 37
... gallons individual capacity and not exceeding a total of 25 gallons . Class II flammable liquids may be stored in closed containers or safety cans of not more than 5 gallons individual capacity , and in barrels , drums , or tanks of not ...
... gallons individual capacity and not exceeding a total of 25 gallons . Class II flammable liquids may be stored in closed containers or safety cans of not more than 5 gallons individual capacity , and in barrels , drums , or tanks of not ...
Page 695
... gallons per hour . 50 ft . for vaporizers having a vaporizing capacity exceeding 100 gallons per hour . 10. No direct fired vaporizer shall raise the product pressure within the storage container over the pressure set out in the second ...
... gallons per hour . 50 ft . for vaporizers having a vaporizing capacity exceeding 100 gallons per hour . 10. No direct fired vaporizer shall raise the product pressure within the storage container over the pressure set out in the second ...
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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