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Page 668
... 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 shall conform to Section 510 ( b ) . Plaster shall not be applied ...
... 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 shall conform to Section 510 ( b ) . Plaster shall not be applied ...
Page 669
... applied over metal lath or wire fabric lath and shall be not less than two coats when applied over masonry , concrete or gypsum backing as specified in Section 4706 ( c ) . If plaster surface is completely covered by veneer or other ...
... applied over metal lath or wire fabric lath and shall be not less than two coats when applied over masonry , concrete or gypsum backing as specified in Section 4706 ( c ) . If plaster surface is completely covered by veneer or other ...
Page 670
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
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