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<br />Page | 3 <br /> <br />1) INTRODUCTION <br />This is an existing Mount Frame, mapped by Infinigy. <br /> <br />2) ANALYSIS CRITERIA <br /> Building Code: 2021 IBC / 2022 CBC <br /> Standard Revision: ASCE 7-16 / TIA-222-H <br /> Risk Category: II <br /> Ultimate Wind Speed: 95 mph <br /> Exposure Category: C <br /> Topographic Factor: 1 <br /> Seismic Ss: 1.291 <br /> Seismic S1: 0.460 <br /> HSML: 117.7 ft <br /> <br />Table 1 - Proposed Equipment Configuration <br />Mount <br />Centerline <br />(ft) <br />Equipment <br />Centerline <br />(ft) <br />Qty. Manufacturer Model Mount <br />52.5 52.5 3 Ericsson AIR6472 B77G B77M <br />Mount Frame 52.0 52.0 <br />3 Commscope NNH4-65A-R6H4 <br />3 Quintel Technology QS4658-3E <br />3 Ericsson RRUS 4449 B5/B12 <br />3 Ericsson RRUS 4890 B25/B66 <br />3 Ericsson RRUS 4478 B14 <br />3 Ericsson RRUS-32 B30 <br />6 Raycap DC6-48-60-18-8C NEMA <br /> <br />3) ANALYSIS PROCEDURE <br /> <br />Table 2 - Documents Provided <br />Document Remarks Reference <br />Construction Drawings M-Squared Site No: CLL03238, dated June 13, 2025 <br />Rooftop Mapping Report Infinigy Site Name: DOWNTOWN SANTA ANA, dated March 14, 2023 <br />Previous Mount Analysis GPD Group, Inc. Site Name: DOWNTOWN SANTA ANA, dated April 6, 2018 <br />Site Photos AT&T Mobility Dated July 30, 2025 <br /> <br /> <br />