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<br />Structural Eneineerinl!. Inc. <br />Michael A. Robinson, P.E. <br />921 Shadow Drive, Suite 3 <br />Lakeland, Florida 33809 <br /> <br />To Whom It May Concern: <br /> <br />February 8, 2005 <br /> <br />Subject: 37303 Picketts Mill Ave. <br />Zephyrhills, FL. <br /> <br />This letter is to certify that the steel uprights (vertical reinforcement) do not have to be <br />continuous from the footer to the second floor lintel. <br /> <br />The loads are transferred from vertical reinforcement in 2nd story into bond beam, then <br />horizontally to vertical reinforcing for I st story. <br /> <br />This design conforms with 2001 Florida Building Code, Section 1606, 110-mph wind <br />loading criteria. <br /> <br />If any further information is required, please contact me. <br /> <br />", <br /> <br />Michael A. Robinson, P .E. <br />Florida Registration No. 28317 <br />