Uniform Building Code |
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Page 581
82 " 2 " x 4 " wood studs 16 " on center with % " exterior cement plaster (
measured from the face of studs ) on the exterior surface with interior surface
treatment as required for interior wood stud partitions in this table . Plaster mix 1 :
4 for ...
82 " 2 " x 4 " wood studs 16 " on center with % " exterior cement plaster (
measured from the face of studs ) on the exterior surface with interior surface
treatment as required for interior wood stud partitions in this table . Plaster mix 1 :
4 for ...
Page 610
For two - coat work , the first coat shall be brought out to grounds and
straightened to a true surface leaving the surface rough to receive the finish coat .
For three - coat work , the surface of the first coat shall be scored sufficiently to
provide ...
For two - coat work , the first coat shall be brought out to grounds and
straightened to a true surface leaving the surface rough to receive the finish coat .
For three - coat work , the surface of the first coat shall be scored sufficiently to
provide ...
Page 642
Glazing in locations subject to human impact such as glass doors , glazing
immediately adjacent to such doors , glazing adjacent to any surface normally
used as a walking surface , sliding glass door units , including fixed glass panels
which ...
Glazing in locations subject to human impact such as glass doors , glazing
immediately adjacent to such doors , glazing adjacent to any surface normally
used as a walking surface , sliding glass door units , including fixed glass panels
which ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield