Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 85
Page 47
... walls may be con- sidered a separate building provided the area separation walls meet the following requirements : 1. Area separation walls shall be not less than four - hour fire - resistive construction in Types I , II or III ...
... walls may be con- sidered a separate building provided the area separation walls meet the following requirements : 1. Area separation walls shall be not less than four - hour fire - resistive construction in Types I , II or III ...
Page 118
... walls . The deflection of such walls under a load of five pounds per square foot shall not exceed 1/240 of the span for walls with brittle finishes and 1/120 of the span for walls with flexible finishes . See Table No. 23 - I for ...
... walls . The deflection of such walls under a load of five pounds per square foot shall not exceed 1/240 of the span for walls with brittle finishes and 1/120 of the span for walls with flexible finishes . See Table No. 23 - I for ...
Page 156
... walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value for thickness shall be the sum of the nominal thicknesses of the inner and outer widths of the masonry . In walls composed of different kinds ...
... walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value for thickness shall be the sum of the nominal thicknesses of the inner and outer widths of the masonry . In walls composed of different kinds ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
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