Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 139
... joints at the sides and top . Expansion joints shall be entirely free of mortar , and shall be filled with resilient material . Sec . 2409. ( a ) General . Stone masonry is that form of Stone Masonry construction made with natural or ...
... joints at the sides and top . Expansion joints shall be entirely free of mortar , and shall be filled with resilient material . Sec . 2409. ( a ) General . Stone masonry is that form of Stone Masonry construction made with natural or ...
Page 143
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than three - fourths inch ( 4 " ) in thickness . In members of three or more tiers in thickness ...
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than three - fourths inch ( 4 " ) in thickness . In members of three or more tiers in thickness ...
Page 241
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure below that required by the design . Where a joint is to be made , the surface of the concrete shall be thoroughly ...
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure below that required by the design . Where a joint is to be made , the surface of the concrete shall be thoroughly ...
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