Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 28
... Vent 214. ( A ) Vents . ( 1 ) Location and Arrangement of Vents - Class I or II : Vent pipes from tanks storing Class I or Class II flammable liquids shall be so lo- cated that the discharge point is outside of buildings , higher than ...
... Vent 214. ( A ) Vents . ( 1 ) Location and Arrangement of Vents - Class I or II : Vent pipes from tanks storing Class I or Class II flammable liquids shall be so lo- cated that the discharge point is outside of buildings , higher than ...
Page 29
... Vent pipes shall be not less than one and one - quarter inches ( 11⁄4 " ) nominal inside diameter . ( 4 ) Vent Piping : Vent pipes shall be so laid as to drain toward the tank without sags or traps in which liquid can collect . They ...
... Vent pipes shall be not less than one and one - quarter inches ( 11⁄4 " ) nominal inside diameter . ( 4 ) Vent Piping : Vent pipes shall be so laid as to drain toward the tank without sags or traps in which liquid can collect . They ...
Page 637
... vent area of less than fourteen square inches ( 14 sq . in . ) . The vent of the cabinet shall be so constructed or protected by a substantial metal grid as to prevent stoppage of vent in case of combustion or decompo- sition of film ...
... vent area of less than fourteen square inches ( 14 sq . in . ) . The vent of the cabinet shall be so constructed or protected by a substantial metal grid as to prevent stoppage of vent in case of combustion or decompo- sition of film ...
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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