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Special Concrete Shear Walls

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I am trying to figure out if I am looking at this wrong, or if the code is wrong.  I have a tilt-up concrete panel, it takes a small load, and the wall has two piers a 7' pier and a 4' pier.  Special boundary elements are not required, so I fall under Section (ACI-318 08), if my ratio is greater than 400/fy my reinforcement must satisfy and or c).  Now my ratio is greater than the required so I must satisfy those two sections this gives me a spacing, for a 7 ¼ panel, of 2.4” based on the minimum dimension * 1/3.  This seems to be wrong, I am thinking that the code should read “Where special boundary elements are not required by or, (a) or (b) shall be satisfied”, not “(a) and (b)”.


Thank you for any assistance.