Laserfiche WebLink
<br /> <br />Mount Post-Modification Analysis Report <br />(3) 15.83-Ft T-Arm <br />January 6, 2022 <br />Site ID: 123963-VZW / CRAZY HORSE <br />Page | 3 <br /> <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 />58.50 <br />60.50 3 Ericsson AIR 6449 Added <br />58.50 <br />3 Ericsson KRE105281/1 w/ 4408 <br />6 Allgon 7143.24.05 <br />Retained <br />6 Commscope NHH-65C-R2B <br />3 Ericsson 700/850 RRU <br />3 Ericsson PCS/AWS RRU <br />3 Raycap RCMDC-6627-PF-48 <br />3 Andrew OMNI <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 Maser Consulting and <br />used in this analysis is current and correct. The existing equipment loading has been applied at locations <br />determined from the supplied documentation. Any deviation from the loading locations specified in this <br />report shall be communicated to Maser Consulting to verify deviation will not adversely 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. <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 />2210 3%4 S Ritchey St # <br />WCC018/5/2024