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<br />04/21l/2003 13: 07 F,U 7278940502 <br /> <br />HARVARD .JOLLY <br /> <br />I4J 00 1 <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 ~.4/212t 43.4IZKG:Je <br /> <br />CO.lDepr.. Prr /,#'.:;G: -r a ,../ <br />Phone # <br /> <br /> <br />Co. <br />Phone /I <br /> <br />Mr. Phil Roach <br />HARVARD, JOLLY, GLEES, TOPPE ARCHITECTS <br />27149TH STREET NORTH <br />ST. PETERSBURG, FL 33704 <br /> <br />Fax # <br /> <br />Fax # <br /> <br />RE : ZEPHYRHlLLS POLICE STATION <br />CF # : A0060.00 <br /> <br />HARVARD JOU Y CLE: <br />TOPPEARCHfTECnfS <br /> <br />Dear Phil: <br /> <br />This is to verity 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 />If 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-n:J9 . FAX (813) 876-6585 <br />