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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 | 3 <br /> <br />Final Loading Configuration: <br /> <br />The following equipment has been considered for the analysis of the mounts: <br /> <br />Mount <br />Elevation <br />(ft) <br />Equipment <br />Elevation <br /> (ft) <br />Quantity Manufacturer Model Status <br />83.50 <br />86.50 4 CBNG 39GHz VectaStar NR gNB Added <br />85.50 3 Ericsson VZ-SM6701 TB Half <br />Retained <br />85.00 3 Ericsson AIR 6449 <br />83.50 <br />6 Commscope NHH-65B-R2B <br />3 Ericsson 4449 <br />3 Ericsson 8843 <br />1 Raycap RHSDC-3315-PF-48* <br />1 Raycap RCMDC-6627-PF-48* <br />82.50 3 Ericsson VZ-AIR5331 TB <br />82.00 3 Ericsson KRE105281/1 <br /> <br />*Equipment is flush mounted directly to the Self Support Tower. They are not mounted on the sector frame mounts <br />and are not included in this mount analysis. <br /> <br />It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location <br />other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the <br />mount face, a mount re-analysis may be required unless replacing an existing OVP. <br /> <br />Model Number Ports AKA <br />RCMDC-6627-PF-48 12 OVP-12 <br /> <br /> <br />Standard Conditions: <br /> <br />1. All engineering services are performed on the basis that the information provided to Colliers Engineering & <br />Design and used in this analysis is current and correct. The existing equipment loading has been applied <br />at locations determined from the supplied documentation. Any deviation from the loading locations specified <br />in this report shall be communicated to Colliers Engineering & Design to verify deviation will not adversely <br />impact the analysis. <br /> <br />2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist <br />free and plumb in accordance with its original design and manufacturer’s specifications. <br /> <br />Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in <br />the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and <br />are not considered in the mount analysis. <br /> <br />The mount analysis and the mount mapping are not a condition assessment of the mount. Proper <br />maintenance and condition assessments are still required post analysis. <br /> <br />3. For mount analyses completed from other data sources (including new replacement mounts) and not <br />specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been <br />properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its <br />original design and manufacturer’s specifications. <br /> <br />4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity <br />of the connected member unless otherwise specified in this report.