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Page 161
Where two or more hollow units are used to make up the thickness of a wall , the
stretcher courses shall be bonded at vertical intervals not exceeding 34 inches by
lapping at least 4 inches over the unit below or by lapping at vertical intervals ...
Where two or more hollow units are used to make up the thickness of a wall , the
stretcher courses shall be bonded at vertical intervals not exceeding 34 inches by
lapping at least 4 inches over the unit below or by lapping at vertical intervals ...
Page 164
Bond shall be provided by lapping units in successive vertical courses or by
equivalent mechanical anchorage . 5 . Vertical cells to be filled shall have vertical
alignment sufficient to maintain a clear , unobstructed continuous vertical cell ...
Bond shall be provided by lapping units in successive vertical courses or by
equivalent mechanical anchorage . 5 . Vertical cells to be filled shall have vertical
alignment sufficient to maintain a clear , unobstructed continuous vertical cell ...
Page 370
Minimum ratio of vertical reinforcement area to gross concrete area shall be : A .
0 . 0012 for deformed bars ... than W31 or D31 . 3 . Vertical reinforcement shall be
spaced not farther apart than three times the wall thickness , nor 18 inches . 4 .
Minimum ratio of vertical reinforcement area to gross concrete area shall be : A .
0 . 0012 for deformed bars ... than W31 or D31 . 3 . Vertical reinforcement shall be
spaced not farther apart than three times the wall thickness , nor 18 inches . 4 .
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood