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Page 668
... 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 670
... Concrete . Masonry and concrete surfaces shall be prepared in accordance with the provisions of Section 4708 ( h ) . ( g ) Curing . Portland cement base coats shall 670 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 670 4708-4709 UNIFORM BUILDING CODE Exposed Aggregate Plaster.
Page 682
International Conference of Building Officials. TABLE NO . 47 - F - PORTLAND CEMENT PLASTERS1 PORTLAND CEMENT PLASTER Second 1 20 lbs . 5 1st and 2nd Coats total 3/4 " 48 hours 7 Days8 Finish 1 19 3 1st , 2nd and Finish Coats 7/8 " 8 ...
International Conference of Building Officials. TABLE NO . 47 - F - PORTLAND CEMENT PLASTERS1 PORTLAND CEMENT PLASTER Second 1 20 lbs . 5 1st and 2nd Coats total 3/4 " 48 hours 7 Days8 Finish 1 19 3 1st , 2nd and Finish Coats 7/8 " 8 ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength