Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 159
One tier of the wall shall be built up not more than 16 inches ahead of the other
tier . ... alternate method and shall be placed before any initial set occurs and in
no case more than one and one - half hours after water has been added . 7 .
One tier of the wall shall be built up not more than 16 inches ahead of the other
tier . ... alternate method and shall be placed before any initial set occurs and in
no case more than one and one - half hours after water has been added . 7 .
Page 170
In bearing walls of every type of reinforced masonry there shall be not less than
one 1 / 2 - inch bar or two % - inch bars on all sides of , and adjacent to , every
opening which exceeds 24 inches in either direction , and such bars shall extend
...
In bearing walls of every type of reinforced masonry there shall be not less than
one 1 / 2 - inch bar or two % - inch bars on all sides of , and adjacent to , every
opening which exceeds 24 inches in either direction , and such bars shall extend
...
Page 309
... inch 24 inches or more + 12 inch but the cover shall not be reduced by more
than one - third of the specified cover . ... of bends and ends of bars : + 2 inches
except at discontinuous ends of members where tolerance shall be † 1 / 2 inch . 3
.
... inch 24 inches or more + 12 inch but the cover shall not be reduced by more
than one - third of the specified cover . ... of bends and ends of bars : + 2 inches
except at discontinuous ends of members where tolerance shall be † 1 / 2 inch . 3
.
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood