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Mount Structural Analysis Report <br />(3) 10.00-Ft T-Arm Site ID: 5000379823-VZWI <br />Final Loading Configuration: <br />The following equipment has been considered for the analysis of the mounts: <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />August 1, 2024 <br />4LVARY CHAPEL <br />APppw ir&ved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Mount <br />Elevation <br />ft <br />Equipment <br />Elevation <br />ft <br />Quantity <br />Manufacturer <br />ate: <br />Model <br />q <br />S a <br />49.00 <br />49.00 <br />6 <br />Commscope <br />NHH-65C-R2B <br />Retained <br />3 <br />Ericsson <br />4449 <br />3 <br />Ericsson <br />8843 <br />3 <br />Commscope <br />SBNHH-1D65C <br />3 <br />Ericsson <br />AIR 6419 B77 <br />Added <br />Any proposed antennas not currently installed should be mounted such that the centerline of the antennas does <br />not exceed 6 inches vertically from the center of the antenna mount(s). <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 />Model Number <br />Ports <br />AKA <br />RCMDC-6627-PF-48 <br />12 <br />OVP-12 <br />Standard Conditions: <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 />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 />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 />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 />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 />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. <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 />