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<br />04/28/2003 13:07 FAX 7278940502 <br /> <br />~ARVARD .JOLLY <br /> <br />I4J 001 <br /> <br />CF <br /> <br />CABANA AND FERNANDEZ STRUCTURAL CONSULTANTS, P.A. <br /> <br />April 24, 2003 <br /> <br />Post-it" Fax Note 7671 <br /> <br />To ~JJR12 .(3,4tf.!KG:!< <br /> <br />Co.lDepl. fJr?I,N..;~-rLJ,J <br />Phone # <br /> <br /> <br />Co, <br /> <br />Phone tJ <br /> <br />Mr. Phil Roach <br />HARVARD, JOLLY, CLEES, TOPPE ARCHITECTS <br />2714 9TH STREET NORTH <br />ST. PETERSBURG, FL 33704 <br /> <br />Fax 1/ <br /> <br />Fax # <br /> <br />RE : ZEPHYRHILLS POLICE ST AnON <br />CF # : A0060,OO <br /> <br />H~~~~~OAJOLLYCLEES <br />.. RCHITECT~ <br /> <br />Dear Phil: <br /> <br />This is to verifY that we will not object if the Contractor pours the concrete columns in small lifts as long as the <br />reinforcement is either continuous, or a proper lap length is provided. By "proper" lap length, it is meant a lap <br />according to the following: <br /> <br /># 5 36" <br /># 6 43" <br /># 7 63" <br /> <br />Sincerely <br /> <br /> <br />UCTURAL CONSULTANTS, P.A. <br /> <br />2701 N. HIMES AVENUE · SUITE 103 · TAMPA, FL 33607.2100 . PHONE (813) 876-7739 . FAX (813) 876-6585 <br />