Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 129
... Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - Lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
... Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - Lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
Page 456
... Grade A concrete , members 12 " x 12 " or greater ( not includ- ing sandstone , granite and siliceous gravel ) 1 12 1 1 1 and All Members 4 of Primary Grade B concrete and Grade A concrete excluded above , mem- bers 6 " x 6 " or ...
... Grade A concrete , members 12 " x 12 " or greater ( not includ- ing sandstone , granite and siliceous gravel ) 1 12 1 1 1 and All Members 4 of Primary Grade B concrete and Grade A concrete excluded above , mem- bers 6 " x 6 " or ...
Page 546
... GRADE is the vertical location of the existing ground surface prior to excavating or filling . FILL is deposits of soil , rock , or other materials placed by man . FINISH GRADE is the final grade or elevation of the building site . GRADING ...
... GRADE is the vertical location of the existing ground surface prior to excavating or filling . FILL is deposits of soil , rock , or other materials placed by man . FINISH GRADE is the final grade or elevation of the building site . GRADING ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength