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deflecting. Exception: Stabilizer devices are not required at center line or marriage wall <br /> locations unless required by the manufacturer's set-up manual. <br /> (6) Foundations,piers or other load bearing supports or devices shall be installed and <br /> constructed to evenly distribute the load. Steel piers with mechanical adjustments shall be <br /> securely attached to the frame of all mobile/manufactured homes or park trailers. (See Figure C <br /> in Rule 15G1.0103) Manufactured load-bearing supports or devices shall be listed and approved <br /> for the use in which it was applied or piers shall be constructed as outlined in this rule. Concrete <br /> products shall comply with the following specifications: Minimum dimensional and structural <br /> � requirements for load-bearing solid and cell concrete blocks shall be to the Standard <br /> � Specification for Load-Bearing Concrete Masonry Units,ASTM C-90, 1996 edition. Concrete '� <br /> foundations and cap blocks must have a minimum of two thousand two hundred(2,200)pound I <br /> , flexural strength as measured by Standard Test Method for Sampling and Testing Concrete <br /> Masonry Units,ASTM C140-96. Solid 4" concrete blocks are the minimum thickness of blocks <br /> that will meet this test. Poured concrete shall be a minimum of fc1=2500 PSI. All plastic <br /> products shall be conditioned to ASTM D 618-61,reapproved 1990, Standard Practice for <br /> Conditioning Plastics and Electrical Insulating Materials for.Testing. Plastics shall be tested to <br /> the following standards: ASTM D 790-92, Standard Test Methods for Flexural Properties of <br /> Unreinforced and Reinforced Plastics and Electrical Insulatin Materials• ASTM D 732-85 <br /> g <br /> � � <br /> Standard Test Method for Shear Strength of Plastics by Punch Tool and ASTM G 53-88, <br /> Standard Practice for Operating Light and Water Exposure Apparatus for Exposure of <br /> Nonmetallic Materials. All of the above ASTM Standards in paragraph 6 are hereby <br /> incorporated by reference. <br /> 7 <br /> � <br />