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<br /> <br />Mount Structural Analysis Report <br />(3) 13.00-Ft Sector Frames <br />November 1, 2024 <br />Site ID: 5000377172-VZW / SANTA ANA MTSO <br />Page | 4 <br /> <br /> <br />5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and <br />threaded rod connections in collar members if applicable. Local deformation and interaction between the <br />mount collar/attachment and the supporting tower structure are outside the scope of this analysis. <br /> <br />6. All services are performed, results obtained, and recommendations made in accordance with generally <br />accepted engineering principles and practices. Colliers Engineering & Design is not responsible for the <br />conclusion, opinions, and recommendations made by others based on the information supplied. <br /> <br />7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this <br />analysis: <br />o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) <br />o HSS (Rectangular) ASTM 500 (Gr. B-46) <br />o Pipe ASTM A53 (Gr. B-35) <br />o Threaded Rod F1554 (Gr. 36) <br />o Bolts ASTM A325 <br /> <br />Discrepancies between in-field conditions and the assumptions listed above may render this analysis <br />invalid unless explicitly approved by Colliers Engineering & Design. <br /> <br />Analysis Results: <br /> <br />Component Utilization % Pass/Fail <br />Mast Pipe 19.8% Pass <br />Face Horizontals 12.7% Pass <br />Mount Pipe 14.2% Pass <br />Standoff Plate 15.4% Pass <br />Face Horizontal Plate 5.7% Pass <br />Standoff Inner Bracing 17.7% Pass <br />V Horizontals 13.3% Pass <br />Tower Connection Plate 30.6% Pass <br />Walkway 3.6% Pass <br />Walkway Vertical 12.0% Pass <br />Tieback 1.8% Pass <br />Connection Check 34.8 Pass <br /> <br />Structure Rating – (Controlling Utilization of all Components) 34.8%* <br /> * Results valid after hardware upgrades noted in the PMI Requirements are installed. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />