Uniform Building Code |
From inside the book
Results 1-3 of 52
Page 668
... Plaster Sec . 4707. ( a ) General . Plastering with gypsum plaster or 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 ...
... Plaster Sec . 4707. ( a ) General . Plastering with gypsum plaster or 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 ...
Page 669
... plaster designed for application to concrete surfaces or approved acoustical plaster may be used . The total thickness of base coat plaster applied to concrete ceilings shall be as set forth in Table No. 47 - D . Should ceiling surfaces ...
... plaster designed for application to concrete surfaces or approved acoustical plaster may be used . The total thickness of base coat plaster applied to concrete ceilings shall be as set forth in Table No. 47 - D . Should ceiling surfaces ...
Page 680
International Conference of Building Officials. PLASTER BASE 1. Expanded Metal Lath TABLE NO 47 - D - THICKNESS OF PLASTER ' FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE Gypsum Plaster 5 % " minimum 2 Portland Cement ...
International Conference of Building Officials. PLASTER BASE 1. Expanded Metal Lath TABLE NO 47 - D - THICKNESS OF PLASTER ' FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE Gypsum Plaster 5 % " minimum 2 Portland Cement ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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