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identified and listed as a part of the approved anchor assembly. No devices shall be used in the <br /> test that are not regularly furnished and required to be used with the anchor and component field <br /> installation. (Examples: clips,wedges,pins or other required accessories.) <br /> (5) All field tests shall be performed in the lower fifty percent(50%)of the soil class. <br /> (6) Anchor and stabilizer holding power for Type 4(a) Soil shall require a minimum of <br /> four thousand seven hundred twenty-five(4,725)pounds in each direction. Anchor and stabilizer <br /> for Type 4(b) Soil shall require a minimum of six thousand(6,000)pounds in the vertical <br />' direction and four thousand seven hundred twenty-five(4,725)pounds in a forty-five(45) degree <br /> horizontal direction. Over two inches(2")of uplift or three inches (3") of side deflection shall be <br /> recorded as failure. (Refer to Example Nos. VII and VIII for the proper format to use in <br /> reporting test results.) <br />' (7) Required Test Report: Each different type or model design must be field tested for <br /> holding power by an independent testing laboratory and certified by an engineer registered in the <br /> State of Florida. All field tests shall be conducted in the State of Florida. The lab report shall <br /> show the following: <br /> (a) Model tested as described by engineering drawings. <br /> (b) Method of installation. <br /> (c) Date of installation. <br /> (d) Date of pull-out test. <br /> (e) Soil profile description for each type soil in which anchor is tested and listed to be <br /> installed according to the soil classification chart printed herein. �� <br /> (fl Location of field test. 'i <br /> (g) Test equipment used. <br /> 26 <br />