Concrete walls feature continuous number 5 reinforcing bars with transverse ties spaced at 2 feet 0 inches on center maximum, closing down to 6 inches, 8 inches, and 12 inches near joints and corners. Corner conditions incorporate a mitered joint with hooked continuous reinforcing bars wrapping around the interior and exterior turns. Adjoining linear wall conditions align with dowel and embed layouts, shifting rebar clear of hold-down embeds according to structural notes.
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