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TABLE 4 (CONT'D) <br /> 3. Shear Bolts <br /> Shear bolts and shear dowels 100 percent of the values for <br /> plain masonry specified in <br /> embedded a minimum of 8 inches Table No. 24 -G of the Building <br /> into unreinforced masonry Code. No values larger than <br /> walls. Bolt centered in a 2 those given for 3/4 -inch <br /> 1/1 inch diameter hole with diameter bolts shall be used. <br /> dry -pack or nonshrink grout <br /> around circumference of bolt <br /> or dowel.' <br /> 4. Tension Bolts <br /> Tension bolts and tension 1200 pounds per bolt or dowel. <br /> dowels extending entirely <br /> through unreinforced masonry <br /> walls secuted with bearing <br /> plates on far side of wall <br /> with at least 30 square <br /> inches of area. <br /> 5. Wall Anchors [Sec. 108(b)] <br /> a. Bolts extending to the 600 pounds per bolt. <br /> exterior face of the wall with <br /> a 2 2 -inch round plate under <br /> the head. Install as <br /> specified for shear bolts. <br /> Spaced not closer than 12 <br /> inches on centers." <br /> ' Bolts and dowels to be tested as specified in Section 7 -5- <br /> 860_ <br /> 2 Bolts and dowels to be 2 -inch minimum in diameter. <br /> 21 <br />