Uniform Building Code |
From inside the book
Results 1-3 of 13
Page 563
... coat wrapped with 1 " hexagonal mesh No. 20 gauge wire fabric . For three - coat work the plaster mix for the second coat shall not exceed 100 pounds of gypsum to 21⁄2 cubic feet of aggregate . Perlite or vermiculite gypsum plaster over ...
... coat wrapped with 1 " hexagonal mesh No. 20 gauge wire fabric . For three - coat work the plaster mix for the second coat shall not exceed 100 pounds of gypsum to 21⁄2 cubic feet of aggregate . Perlite or vermiculite gypsum plaster over ...
Page 610
... Coat Application . Base coats shall be applied with sufficient material and pressure to form a complete key or bond . 1. Gypsum plaster . For two - coat work , the first coat shall be brought out to grounds and straightened to a true ...
... Coat Application . Base coats shall be applied with sufficient material and pressure to form a complete key or bond . 1. Gypsum plaster . For two - coat work , the first coat shall be brought out to grounds and straightened to a true ...
Page 611
... coats which have been in place not less than 48 hours . 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 ...
... coats which have been in place not less than 48 hours . 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 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength