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Verizon TAC SEA Dagmar—17048.214 September 18,2017 <br /> Structural Analysis Report Page 4 of 4 <br /> TOWER FOUNDATION ANALYSIS RESULTS <br /> The analysis performed on the foundation system was based on the original drawings provided to us. <br /> These drawings describe the maximum loads used for the design which are listed in the table below. In <br /> comparing our calculated values with the design loads,we determined that all of the proposed loads <br /> remain less than the design loads stated,and therefore the foundation system should be adequate as <br /> originally designed. <br /> Foundation Reaction Summary <br /> Design Values Calculated Values <br /> Moment(kip-ft) 1310 487 <br /> Shear(kips) 16 7.3 <br /> Axial(kips) 16 13.7 <br /> CONCLUSIONS/RECOMMENDATIONS <br /> We have determined that this monopole complies with the ANSI/TIA-222-G Standard. No upgrades are <br /> required for the proposed Verizon Wireless antenna configuration described above. All monopole <br /> sections,connections,and the foundation system are within their allowable capacities for the applied <br /> loads. <br /> CONDITIONS OF ANALYSIS <br /> This structural analysis is based on the documentation that was available to us. CG Engineering did not <br /> perform an observation of this site to verify the accuracy of the provided structure and appurtenance <br /> data,and we should be contacted immediately if there are any discrepancies with the information <br /> stated within this report. <br /> Our analysis is based on the assumption that the original structural design and all subsequent structural <br /> analyses were properly designed and permitted per the applicable building codes,and that the structure <br /> has been properly installed and is maintained to the minimum standards required by code. We assume <br /> the structure has no known deterioration or damage that would adversely affect its capacity. <br /> REFERENCE DOCUMENTS <br /> The following documents were provided to us by the Client for our analysis. Excerpts from these <br /> documents have been included at the end of this report. The full documents can be obtained from the <br /> Client. <br /> 1. "Communications Structure Nonlinear Analysis and Desian Program",erection drawings by <br /> Engineered Endeavors Inc.,dated 10/26/2006 <br /> ©� 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ENGINEERING ph.425.778.8500 i f.425.778.5536 <br /> www.cgengineering.com <br />