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<br />~~~.w <br /> <br /> <br />~ <br />iii <br />W <br />~ <br />~. <br />w <br /> <br />July 17, 2000 <br /> <br />t)ERv--tC~^,~.~ <br /> <br />Mr. Mark Van Dyke <br />Crown Castle International <br />7777 West Glade Road <br />Boca Raton, FL 33434 <br /> <br />551 Services, Inc. <br />400 Rouser Road <br />Moon Township, PA <br />15108 412.264.2030 <br />1.800.685.0354 <br />Fax 412.264.4798 <br />http://www.vanadium.com <br /> <br />Subject: Zephryhills Tower <br />BU# 816298 <br /> <br />Dear Mr. Van Dyke; <br /> <br />Pursuant to the structural analysis of the Zephyrhills Tower for placement of Sprint <br />equipment at the 200-foot elevation, SSI has reviewed the information for this site. Since <br />the load on the anchor bolts is being reduced significantly by removing the unused <br />platforms on the tower, and will be subjected to about 60% of their capacity, the existing <br />foundations are adequate to support the proposed loads for this tower. <br /> <br />This conclusion is based on the assumption that the foundations were constructed in <br />accordance with the design drawings prepared for the construction of this tower. <br /> <br />If you have any questions, or need additional information please feel free to call. <br /> <br />Sincerely: <br /> <br />~4~. <br /> <br />Eric J. Huminski, PE <br />A&E Services Manager <br />SSI Services, Inc. <br />