2520 MADISON ST DISH WIRELESS 2025-08-08

Mount Structural Analysis Report August 9, 2021 (3) 12.50-Ft T-Arm W/Tie Back puck connection Site ID: 102383-VZW/PORT GARDNER (Site Pro RMV12-496 SQNP) Page 14 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Tower Engineering Solutions is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round,Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Tower Engineering Solutions. Analysis Results: Component Utilization% Pass/Fail Standoff Arm 49.1% Pass Mount Pipes 33.1% Pass Face Horizontal 50.2% Pass Tie Back 6.2% Pass Structure Rating-(Controlling Utilization of all Components) 502% Recommendation: The proposed Site Prot RMV12-496 SQNP (T-Arm W/Tie Back puck connection) mounts are not Installed on the tower. The proposed mounts were assumed to be installed per the manufacturer's instructions, and it is assumed that they can be installed properly on the tower. TES cannot verify that the proposed mounts will fit properly and is not liable for any fit-up issues during installation. The proposed antenna mounts are SUFFICIENT for the final loading configuration and do not require modifications. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Mount Photos 2. Analysis Calculations 3. Contractor Required Post Installation Inspection (PMI) Report Deliverables 4. Antenna Placement Diagrams