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Page | 3 <br />1) INTRODUCTION <br />Ladera Engineering Group performed structural design calculations for the proposed Pipe Mounts, cabinet anchorage and structural analysis <br />of the existing supporting structure located at the aforementioned address. All referenced supporting documents have been obtained from the <br />client and are assumed to be accurate and applicable to this site. <br />2) ANALYSIS CRITERIA <br /> Building Code: 2018 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 at Base: 1.0 <br /> Topographic Factor at Mount: 1.0 <br /> Seismic Ss: 1.284 <br /> Seismic S1: 0.459 <br /> HSML: 79.9 ft <br />Table 1 - Proposed Equipment Configuration <br />Mount <br />Centerline <br />(ft) <br />Antenna <br />Centerline <br />(ft) <br />Number of <br />Antennas Antenna Manufacturer Antenna Model Mount <br />44.0 44.0 <br />3 JMA Wireless MX80FRO465-20 <br />Pipe Mounts3Samsung RT4450t-70A <br />3 Samsung RT4450t-71A <br />1 Raycap RDIDC-9181-PF-48 <br />Centerline <br />(ft)Qty. Manufacturer Model Height <br />(in) <br />Width <br />(in) <br />Depth <br />(in) <br />Weight <br />(lbs) <br />3.4 1 Great Lakes DC#12804-AC w/ Plinth 81.0 32.0 46.0 409.0 <br />3) ANALYSIS PROCEDURE <br />Table 2 - Documents Provided <br />Document Remarks Reference <br />Construction Drawings CDG Site No. LSSNA01229A dated December 15, 2022 <br />Structural Analysis (Sprint) Core Development Services Project Name: OG54XC452 dated January 28, 2015 <br />Site Walk Photos CDG Dated July 12, 2022 <br /> <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23