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TABLE 4 (CONT'D) <br />b. Bolts or dowels extending to he 1200 pounds per bolt or dowel. <br />exterior face of the wall with a 2 2-inch round <br />plate under the head and drill at an angle of <br />22 2 degrees to the horizontal. Installed as <br />specified for shear bolts. <br />6. Infilled Walls <br />Reinforced masonry infilled Same as values specified <br />Openings in existing unreinforced masonry For unreinforced masonry walls. <br />walls with keys or dowels to match <br />reinforcing. <br />7. Reinforced Masonry <br />Masonry piers and walls reinforced as <br />specified in <br />Same as values specified in Table No.24-B <br />of the Building Code <br />8. Reinforced Concrete <br />Concrete footings, walls and piers reinforced <br />as specified in Chapter 26 and designed for <br />tributary loads. <br />Same as values specified in Chapter 26 of the <br />Building Code. <br />9. Existing Foundation Loads <br />Foundation loads for structures exhibiting no <br />evidence of settlement. <br />Calculated existing foundation loads due to <br />maximum dead load plus live load maybe <br />increased 25 percent dead load, and maybe <br />increased 50 percent for dead load plus <br />seismic load required by this chapter. <br />20 <br />