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Page 610
... Portland cement plaster shall not be applied directly to gypsum lath , gypsum masonry or gypsum plaster except as specified in Section 4706 ( c ) : When installed , grounds shall assure the minimum thickness of plaster as set forth in ...
... Portland cement plaster shall not be applied directly to gypsum lath , gypsum masonry or gypsum plaster except as specified in Section 4706 ( c ) : When installed , grounds shall assure the minimum thickness of plaster as set forth in ...
Page 611
International Conference of Building Officials. Portland cement and lime finish coats may be applied over interior portland cement base coats which have been in place not less than 48 hours . Approved acoustical finish plaster may be ...
International Conference of Building Officials. Portland cement and lime finish coats may be applied over interior portland cement base coats which have been in place not less than 48 hours . Approved acoustical finish plaster may be ...
Page 613
... concrete , masonry , portland cement plaster base coats or gypsum plaster base coats . ( f ) Preparation of Masonry and Concrete . Masonry and concrete sur- faces shall be prepared in accordance with the provisions of Section 4708 ( g ) ...
... concrete , masonry , portland cement plaster base coats or gypsum plaster base coats . ( f ) Preparation of Masonry and Concrete . Masonry and concrete sur- faces shall be prepared in accordance with the provisions of Section 4708 ( g ) ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength