Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 147
... lumber , rough or surfaced two sides , shall be graded from the face or best side ; if surfaced one side only , shall be graded from the surfaced side , except when otherwise specified . The reverse side should be approximately within ...
... lumber , rough or surfaced two sides , shall be graded from the face or best side ; if surfaced one side only , shall be graded from the surfaced side , except when otherwise specified . The reverse side should be approximately within ...
Page 201
... lumber is graded with reference to its suita- General bility for general use . Each piece is considered and its grade Grading determined by its general character , including the location Provisions and sum of all imperfections . When ...
... lumber is graded with reference to its suita- General bility for general use . Each piece is considered and its grade Grading determined by its general character , including the location Provisions and sum of all imperfections . When ...
Page 236
... Lumber 600 - E . Grade of Lumber 600 - F . Condition of Lumber 600 - G . Exposure to Weather 600 - H . Bolt Holes UNIFORM BUILDING CODE STANDARD 25-14 Bolted Joints The material in this Standard is identical with Part VI of the National ...
... Lumber 600 - E . Grade of Lumber 600 - F . Condition of Lumber 600 - G . Exposure to Weather 600 - H . Bolt Holes UNIFORM BUILDING CODE STANDARD 25-14 Bolted Joints The material in this Standard is identical with Part VI of the National ...
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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