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<br />lEsrIAB'Nc. <br /> <br />GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESTING & INSPECTION <br /> <br />Bill Burgess <br />City of Zephyrhills <br />5335 Eighth Street <br />Zephyrhills, FL 33540-4312 <br /> <br />Attention: Mr. Bill Burgess <br /> <br />Subject: Zephyrhills Police Station, Structural Steel Inspection <br />Date: 08/15/03 <br />File No. TL-8557 <br />Report NO.1 <br /> <br />Gentlemen, <br /> <br />Our Mr. Cecil Thorpe was at the project site to inspect the erection of the structural steel. The <br />tollowings items were noted on this date. <br /> <br />I was observed that the beam on D line from .05 to 1.5 does not have the web plates shown on <br />detail U sheet S1.3/S4.1. This was shown to the contractor who indicated the web plates would <br />be added. <br /> <br />The balance of the structural steel was found to meet the drawing and specifications <br />requirements. The welding was tound to meet the quality requirements of the A WS D 1.1 code. <br />The bolting was found to meet the requirements of the AISC code. <br /> <br />Inspection time: 4 hours <br /> <br />Sincerely, <br />Test Lab, Inc. <br /> <br /> <br />cI; <br />~. C ~^';JL'-- <br /> <br />f J. Cecil Thorpe <br />A WS CWI No. 84090021 <br /> <br />cc: Harvard Jolly Clees Tappe Architects <br /> <br />p,o. BOX 15732. TAMPA, FLORIDA 33684 . PHONE (813) 872-7821 <br /> <br />/lltvf!/(/L \ <br /> <br />Michael A. Robinson, P .E. <br />Florida Registration No. 28317 <br />