9610 19TH AVE SE DISH WIRELESS 2026-01-06

Platform Mount Analysis July 30, 2021Everetf WA(WA20096-A) TEP Project Number 147003,577435 , Page 3 RECOMMENDATIONS 1) If the load differs from that described in Table 2 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The mount has sufficient capacity to carry the existing, proposed, and reserved loading. No modifications are required at this time. ANALYSIS ASSUMPTIONS 1) The mount was built in accordance with the manufacturer's specifications. 2) The mount has been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 2. All mount components have been assumed to be in sufficient condition to carry their full design capacity for this analysis_ Refer to the issued mapping for any structural and/or maintenance issues found during our site visit. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) TEP did not analyze the collar mount connection to the pole and assumes it to have sufficient structural capacity to transfer the applied forces from the mount to the tower. 6) All material grades used for this analysis, unless verified by mount manufacturer design, were assumed per AISC Table 2-4, 15th Edition. See RISA 3-D output for confirmation on grades used in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the mount.