Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 482
... Coat Cement Lime Dry Damp of Coat Coats 1. Walls 1 1/2 4 5 % " 24 hrs . and Ceilings Scratch 0 3 . 4 3/8 " 24 hrs . over 10 sq . ft . Float or Leveling 1 / 4 5 3/4 " 24 hrs . 1 1 6 7 3/4 " 24 hrs . 2. Walls and Scratch % " Ceilings 10 ...
... Coat Cement Lime Dry Damp of Coat Coats 1. Walls 1 1/2 4 5 % " 24 hrs . and Ceilings Scratch 0 3 . 4 3/8 " 24 hrs . over 10 sq . ft . Float or Leveling 1 / 4 5 3/4 " 24 hrs . 1 1 6 7 3/4 " 24 hrs . 2. Walls and Scratch % " Ceilings 10 ...
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 583
... coat , and a 1⁄2 " brown coat is then applied . The plaster may be placed by machine . The scratch coat is mixed in the proportion of 1 : 4 by weight , plastic cement to sand . The brown coat is mixed in the proportion of 1 : 5 by ...
... coat , and a 1⁄2 " brown coat is then applied . The plaster may be placed by machine . The scratch coat is mixed in the proportion of 1 : 4 by weight , plastic cement to sand . The brown coat is mixed in the proportion of 1 : 5 by ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength