Uniform Building Code |
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Page 97
more than one door may encroach into the 44 - inch space . Except in dwelling
units and guest rooms , a clear space within the toilet room of sufficient size to
inscribe a circle with a diameter not less than 60 inches . Doors in any position
may ...
more than one door may encroach into the 44 - inch space . Except in dwelling
units and guest rooms , a clear space within the toilet room of sufficient size to
inscribe a circle with a diameter not less than 60 inches . Doors in any position
may ...
Page 212
In lieu of such design , 2 - inch tongue - and - groove planking may be used in
accordance with Table No . ... end - matched or splined , each plank bears on at
least one support and joints are separated by at least 24 inches in adjacent
pieces .
In lieu of such design , 2 - inch tongue - and - groove planking may be used in
accordance with Table No . ... end - matched or splined , each plank bears on at
least one support and joints are separated by at least 24 inches in adjacent
pieces .
Page 256
FOOTNOTES FOR TABLE NO . 25 - A - 1 - ( Continued ) ' Stress - rated boards of
nominal 1 - inch , 1 % - inch and 1 % - inch thickness , 2 inches and wider , are
permitted the recommended design values shown for Select Structural , No .
FOOTNOTES FOR TABLE NO . 25 - A - 1 - ( Continued ) ' Stress - rated boards of
nominal 1 - inch , 1 % - inch and 1 % - inch thickness , 2 inches and wider , are
permitted the recommended design values shown for Select Structural , No .
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
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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
Bibliographic information
| Title | Uniform Building Code |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1979 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 734 pages |
| Export Citation | BiBTeX EndNote RefMan |