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L� f <br /> ISE. Incoruorated <br /> Structural Engineers Telecommunications 8lndustrial Design <br /> PO Box 50039•Phoenix,Arizona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.ISE-INC.biz <br /> PROJECT INFORMATION: <br /> Code Compliance: IBC 2006/2009 <br /> Wind: AWWA-D100-11, 90 MPH (3-Sec Gust) Basic Wind Speed <br /> Structure Class III (I = 1.15), Topographic Category I, Exposure C <br /> Soils: N/A <br /> Structure: 150't Water Tower <br /> Project Documentation Provided by Customer: <br /> Integrated Design Sprint 2.5 Equipment Deployment CD's July 16, 2014 <br /> TEP Job No. 127344 Tower Mapping September 21, 2 12 <br /> ANALYSIS � RESULTS: <br /> Analysis Assumptions and Limitations <br /> ■ Information in the original design drawings or in the previous analysis that could ot be <br /> verified by ISE is assumed to be correct. <br /> ■ All support structure components are assumed to be in adequate condition to car their <br /> full design capacity. <br /> ■ The configuration of antennas, transmission cables, mounts and other appurtenan s is <br /> assumed to be as specified in this report. <br /> ■ Emergency/essential communication equipment is not located on the structure. <br /> Antenna Loading: <br /> The proposed SPRINT antennas will be attached to an existing handrail structure n the <br /> top of the water tank. The antennas and ancillary equipment will be mounted directly o the <br /> handrail structure at a rad center elevation of 154 feet above grade. The equi ment <br /> configurations considered for this evaluation are as follows: <br /> 4 <br />