Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 181
... masonry wall to be poured prior to the erection of additional masonry . A grout pour will consist of one or more grout lifts . GROUTED MASONRY : Grouted hollow - unit masonry is that form of grouted masonry construction in which certain ...
... masonry wall to be poured prior to the erection of additional masonry . A grout pour will consist of one or more grout lifts . GROUTED MASONRY : Grouted hollow - unit masonry is that form of grouted masonry construction in which certain ...
Page 191
... masonry is specified to be verified by masonry prism tests , the following requirements shall be met : A. A set of five masonry prisms shall be built and tested in accordance with U.B.C. Standard No. 24-26 prior to the start of ...
... masonry is specified to be verified by masonry prism tests , the following requirements shall be met : A. A set of five masonry prisms shall be built and tested in accordance with U.B.C. Standard No. 24-26 prior to the start of ...
Page 204
... masonry . A. General . Stone masonry is that form of construction made with natural or cast stone in which the units are laid and set in mortar with all joints filled . B. Construction . In ashlar masonry , bond stones uniformly ...
... masonry . A. General . Stone masonry is that form of construction made with natural or cast stone in which the units are laid and set in mortar with all joints filled . B. Construction . In ashlar masonry , bond stones uniformly ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength