Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 202
... four - inch ( 3 " x 4 " ) stud framing ; and twenty feet ( 20 ' ) for two - inch by six - inch ( 2 " x 6 " ) stud ... four - inch ( 24 " ) spacing may be used , no studding shall be spaced more than sixteen inches ( 16 " ) on center ...
... four - inch ( 3 " x 4 " ) stud framing ; and twenty feet ( 20 ' ) for two - inch by six - inch ( 2 " x 6 " ) stud ... four - inch ( 24 " ) spacing may be used , no studding shall be spaced more than sixteen inches ( 16 " ) on center ...
Page 220
... four inches ( 1 " x 4 " ) . Purlins to support roof loads may be installed to reduce span of rafters within allowable limitations and shall be sup- ported by struts from bearing walls or partitions . The maxi- mum span of two - inch by four ...
... four inches ( 1 " x 4 " ) . Purlins to support roof loads may be installed to reduce span of rafters within allowable limitations and shall be sup- ported by struts from bearing walls or partitions . The maxi- mum span of two - inch by four ...
Page 435
... four inches ( 4 " ) thick with a chimney lining as specified in Subsection ( e ) of this Section . If the grate area of such an incinerator exceeds nine square feet ( 9 sq . ft . ) , walls shall be not less than four inches ( 4 ...
... four inches ( 4 " ) thick with a chimney lining as specified in Subsection ( e ) of this Section . If the grate area of such an incinerator exceeds nine square feet ( 9 sq . ft . ) , walls shall be not less than four inches ( 4 ...
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