Uniform Building Code Standards |
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Page 171
... Species . Plywood produced under this standard considers four species classi- fications : Groups 1 , 2 , 3 and 4. The species used for the face and back plies are at the option of the manufacturer . When face and back veneers are of the ...
... Species . Plywood produced under this standard considers four species classi- fications : Groups 1 , 2 , 3 and 4. The species used for the face and back plies are at the option of the manufacturer . When face and back veneers are of the ...
Page 176
... species group and grade requirements for faces and backs , respectively , of the panel grade . The unexposed plies of outer layers , or sub - face and sub - back plies , shall conform to the species group and grade requirements for ...
... species group and grade requirements for faces and backs , respectively , of the panel grade . The unexposed plies of outer layers , or sub - face and sub - back plies , shall conform to the species group and grade requirements for ...
Page 180
... Species shall be limited as follows and are applicable also to High Density overlaid exterior concrete form panels . Class I - Faces of any Group I species , crossband of any Group 1 or Group 2 species , and centers of any Group 1 , 2 ...
... Species shall be limited as follows and are applicable also to High Density overlaid exterior concrete form panels . Class I - Faces of any Group I species , crossband of any Group 1 or Group 2 species , and centers of any Group 1 , 2 ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone