Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 754
... portland cement plaster shall be not less than three coats when applied over metal lath or wire fabric lath and shall be not less than two coats when applied over other bases permitted by this chapter . Showers and public toilet walls ...
... portland cement plaster shall be not less than three coats when applied over metal lath or wire fabric lath and shall be not less than two coats when applied over other bases permitted by this chapter . Showers and public toilet walls ...
Page 755
... portland cement . When plastic cement is used , no additional lime or plasticizers shall be added . Hydrated lime or the equivalent amount of lime putty used as a plasticizer may be added to portland cement plaster in an amount not to ...
... portland cement . When plastic cement is used , no additional lime or plasticizers shall be added . Hydrated lime or the equivalent amount of lime putty used as a plasticizer may be added to portland cement plaster in an amount not to ...
Page 756
... Concrete . Masonry and concrete surfaces shall be prepared in accordance with the provisions of Section 4708 ( h ) . ( g ) Curing . Portland cement base coats shall 756 4708-4709 UNIFORM BUILDING CODE Exposed Aggregate Plaster.
... Concrete . Masonry and concrete surfaces shall be prepared in accordance with the provisions of Section 4708 ( h ) . ( g ) Curing . Portland cement base coats shall 756 4708-4709 UNIFORM BUILDING CODE Exposed Aggregate Plaster.
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