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Page 668
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 other bases permitted by this chapter .
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 other bases permitted by this chapter .
Page 669
Approved acoustical finish plaster may be applied over any base coat plaster , over lean masonry or concrete , or other approved surfaces . ( e ) Interior Masonry or Concrete . Condition of surfaces shall be as specified in Section 4708 ...
Approved acoustical finish plaster may be applied over any base coat plaster , over lean masonry or concrete , or other approved surfaces . ( e ) Interior Masonry or Concrete . Condition of surfaces shall be as specified in Section 4708 ...
Page 670
As an alternate method of application , the second coat may be applied as soon as the first coat has attained sufficient rigidity to receive the second coat . When using this method of application , calcium aluminate cement up to 15 ...
As an alternate method of application , the second coat may be applied as soon as the first coat has attained sufficient rigidity to receive the second coat . When using this method of application , calcium aluminate cement up to 15 ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood