Determine the control joint locations in the concrete masonry exterior and interior walls constructed with C90 type I units. The building assumed to be in a region having annual relative humidity between 50% and 75 %. Bed joint reinforcement assumed to be placed at 16in. vertically. Assume total linear drying shrinkage of CMU is 0.00065 in./in. and sealant extensibility of 50%. (make your own assumption for average temperature difference for out and indoor walls)