Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 203
... Interior Walls and Partitions . Interior partitions shall be constructed , framed , and firestopped as specified for exte- rior walls , except that interior nonbearing partitions may have a single top plate . In Group I Occupancies ...
... Interior Walls and Partitions . Interior partitions shall be constructed , framed , and firestopped as specified for exte- rior walls , except that interior nonbearing partitions may have a single top plate . In Group I Occupancies ...
Page 249
... Interior spans 1/11 wl'2 1/14 wl'2 ..1 / 16 wl 2 Negative moment at exterior face of first interior support Two spans . .................. . 1/9 wl2 More than two spans .. .1 / 10 wľ2 Negative moment at other faces of interior supports ...
... Interior spans 1/11 wl'2 1/14 wl'2 ..1 / 16 wl 2 Negative moment at exterior face of first interior support Two spans . .................. . 1/9 wl2 More than two spans .. .1 / 10 wľ2 Negative moment at other faces of interior supports ...
Page 443
... interior wet standpipes shall be approved by the Building Official . ( e ) Outlets . All interior wet standpipes shall be equipped with a one and one - half - inch ( 11⁄2 " ) valve in each story , including the basement or cellar of the ...
... interior wet standpipes shall be approved by the Building Official . ( e ) Outlets . All interior wet standpipes shall be equipped with a one and one - half - inch ( 11⁄2 " ) valve in each story , including the basement or cellar of the ...
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