Uniform Building Code Standards |
From inside the book
Results 1-3 of 89
Page 221
... combination of white speck and a knot in the same cross section shall not occupy more than one third the width or equivalent . No. 2 and No. 3 , firm white speck ; a combination of white speck and a knot in the same cross section shall ...
... combination of white speck and a knot in the same cross section shall not occupy more than one third the width or equivalent . No. 2 and No. 3 , firm white speck ; a combination of white speck and a knot in the same cross section shall ...
Page 1058
... combination standpipe systems — unsprinklered buildings . Dry and combination standpipe systems in unsprinklered buildings shall be sized to provide the following : A. Standpipes shall be sized to deliver 500 gpm at a pressure of 65 psi ...
... combination standpipe systems — unsprinklered buildings . Dry and combination standpipe systems in unsprinklered buildings shall be sized to provide the following : A. Standpipes shall be sized to deliver 500 gpm at a pressure of 65 psi ...
Page 1060
... combination standpipe systems and combined systems shall be provided with a water supply acceptable to the building official . Dry standpipe systems may be supplied only through a fire department inlet connection . A minimum of one ...
... combination standpipe systems and combined systems shall be provided with a water supply acceptable to the building official . Dry standpipe systems may be supplied only through a fire department inlet connection . A minimum of one ...
Other editions - View all
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