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<br />~~/04/2007 10:26 <br /> <br />8137886773 <br /> <br />RYMAN CONSTRUCTION <br /> <br />PAGE 02/02 <br /> <br />mORPE & CO. <br /> <br />Nondesrru.ctive Testing (/ Inspection <br /> <br />RECEIVED <br /> <br />OCT 0 I Z007 <br /> <br />Ryman Construction of Florida, Ine, <br />36413 SR 54 <br />Zephyrhills, FL 33541~2275 <br /> <br />RYMAN CONSTRUCTION <br /> <br />Subject: Welding and Bolting Inspection, Pin Chasers Project at 6930 Gall Blvd. <br />Date: 09/27/07 <br />Report No.2 <br /> <br />Gentlemen, <br /> <br />As requested our Mr. Cecil Thorpe was at the project site to inspect the welding and <br />bolting on tbe structural steel front facing framing. The following items were noted. <br /> <br />It was observed that the 2 foot 1 inch long W8 beams connecting the columns at lines C <br />to D have now been corrected. The repairs were completed in accordan.ce with the United <br />Steel sketch dated 09/26/07. The welding on the moment connections was inspected and <br />found to meet the requirements of the sketch. The quality of the welding was fOWld to <br />meet the A WS D 1.1 code. <br /> <br />This completes our inspection of the structural steel. To the best of our knowledge the <br />structure meets the requirements of the plans and specifications. <br /> <br />Sincerely, <br /> <br />Thorpe & Co, <br /> <br />~ecil Tho <br />. A WS eWI No. 84090021 <br /> <br /> <br />1124. 35th Avenue N,E. . St, Petersburg, FL 33704 . Ph. (727) 821.1731 . Fax (727) 825-0204 <br />