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