Laserfiche WebLink
<br />THORPE & CO. <br /> <br />Nondestruaive Testing & lnspecticm <br /> <br />~ ef",,~ ~ <br />9fC1S <br /> <br />~ <br /> <br />Richard Sirkman <br />Ryman Construction Company <br />37325 State Road 54 West <br />Zephyrhills, FL 33541 <br /> <br />Attention: Mr. Richard Sirkman <br /> <br />Subject: Structural Steel Inspection, Florida Eye and Cataract Center, Zephyrhills Florida <br />Date: 05/30/00 <br />File No. 00 I 109 <br />Report No. 1 <br /> <br />Gentlemen, <br /> <br />As you requested our Mr. Cecil Thorpe was at the project site to inspect the erection of the <br />structural steel. The following items were noted. <br /> <br />The erector has completed the bar joist and structural steel frame erection. The joist welding was <br />inspected at random and found to meet the requirements of the plans and specifications. The <br />quality of the welding was inspected and was found to meet the requirements of the A WS D 1.1 <br />code. <br /> <br />The high stren&rth bolted connections were inspected and found to meet the requirements of the <br />AISC code. <br /> <br />The fastening of the roof deck was inspected. The deck was puddle welded with a 5/36 pattern in <br />the field and at 6 inch centers on the perimeter as required by the plans. The quality of the <br />welding was inspected and found to meet the requirements of the A WS D].3 code. <br /> <br />The deck side laps were fastened with 2 screws per span as required by the drawings. <br /> <br />Should you have any questions concerning this report please call our office. <br /> <br />Sincerely, <br /> <br />Thorpe & Co. <br /> <br />~~(~ <br />V:.~:ciI Tho~ 1/ <br />A WS CWI No. 84090021 <br /> <br />1124 - 35th Avenue N.E. · St. Petersburg, FL 33704 . Ph. (727) 821-1731 · Fax i727) 825 -0204 <br />