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HomeMy WebLinkAboutApproved Corrected Tower modificationAPX Engineering Group, LLC www.apxengineering.com 14471 Miramar Parkway, Suite 202 Florida COA #31948 Miramar, FL 33027 (954) 744-1538 April 28, 2021 Rorey Wanliss MetroRF Services, Inc. 4100 N Powerline Road, Suite X-4 Pompano Beach, FL 33073 Subject: Structural Design - Existing Tower Modification (Excalibur) Carrier Designation: T-Mobile: A2P0045B (Microwave Service Center) APX Project: 21-0270.13 Site Information: 6189 N US-1 Fort Pierce, Saint Lucie County, FL 34951 Latitude 27.546333° N, Longitude 80.368583° W Existing 480' Guyed Tower Dear Mr. Wanliss: APX Engineering Group, LLC (APX) is pleased to submit this Structural Design to determine a retrofit design that enables the subject tower to adequately resist proposed additional loads . It is our understanding that T-Mobile USA (T-Mobile), who retained MetroRF Services, Inc. (MetroRF), desires to install new telecommunication equipment on the subject tower. This design was based on the supporting information listed in Table 3. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MetroRF. This report summarizes the results of our findings. A structural analysis prepared by APX determined that the subject tower, as presently constructed, is not capable of resisting the proposed loading configuration. MetroRF requested that APX prepare a design of modifications that would allow the tower to resist this loading. The purpose of this design is to determine the suitability of the aforementioned tower to support the loading indicated in Table 2. This design has been performed in accordance with the Florida Building Code based upon an ultimate 3- second gust wind speed of 160 mph with no ice using tnxTower structural software. Based on our design, subject to the assumptions noted, it is our opinion that the tower superstructure and foundation system will support the proposed loading provided that the modifications are implemented as depicted in the attached drawings. This report has been prepared for the purpose of providing a structural evaluation of the subject structure for the loading conditions indicated. It is intended for the exclusive use of MetroRF and T-Mobile. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX. We appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If we can be of any further assistance, please do not hesitate to contact us. Sincerely, APX Engineering Group, LLC Giovanni Hall, E.I. Michael A. Phillips, P.E. Staff Engineer Chief Engineer Florida Registration #1100023242 Florida License #68312 Tower: Pass at 97.8%, Foundation: Pass at 83.7% T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 2 Table of Contents 1.0 Introduction 2.0 Criteria Table 1—Criteria Table 2—Appurtenance Loading 3.0 Procedures Table 3—Supporting Information 3.1 Methods 3.2 Assumptions & Limitations 4.0 Results Table 4.1—Tower Component Results Table 4.2—Foundation Component Results Appendix A tnxTower Output T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 3 1.0 Introduction The subject tower is an existing 480' tall guyed tower. 2.0 Criteria The tower retrofit was designed in accordance with the criteria indicated in Table 1 for the proposed and existing/reserved antennas, transmission lines, and mountings shown in Table 2. Table 1: Criteria Criterion Description Building Code Florida Building Code, 7th Edition (2020) Standard - Loads TIA-222-H Structural Standard for Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures (FBC 3101.1, 3108.1) Risk Category II Basic Wind Speed V = 160 mph, Ultimate 3-Second Gust Exposure Category C Radial Ice Vi = N/A mph, Thickness = Zero Inches Topography Category 1 Crest Height Zero Feet Seismic Parameters (Non-Governing) Seismic Design Category D Site Class D I (Earthquake) = 1.0 Equivalent Lateral Force Procedure Ss = 0.050g S1 = 0.028g SDS = 0.053g SD1 = 0.046g Table 2: Appurtenance Loading Elev. (Feet) Carrier Qty. Appurtenance Mount Feedlines 480 - 1 Flash Beacon Top (1) 5/8'' 442 Unknown 1 Andrew DB224-E Standoff (1) 7/8'' 441.5 Unknown 1 10' Dipole Standoff (1) 7/8'' 425 Calvary Chapel 1 ERI 100A-4F-HW Leg (1) 7/8'' 422.5 Unknown 1 10' Dipole Standoff - 410 Unknown 1 10' Omni Standoff (1) 1-5/8'' 406 Unknown 1 10' Dipole Standoff - 375 Calvary Chapel 1 Kathrein/Scala CL-FMRX Leg (1) 7/8'' 373 Unknown 1 18' Dipole Standoff (1) 7/8'' 370.5 Unknown 1 20' Dipole Standoff (1) 7/8'' T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 4 356 Unknown 1 4' Omni Standoff (1) 7/8'' 350 FBI 2 Andrew DB224C Standoff (2) 7/8'' 350 Unknown 1 12' Omni Standoff (1) 1-5/8'' 337 Unknown 1 12' Omni Standoff - 317 Unknown 1 Dielectric R55247 Standoff - 287.5 Unknown 2 6' Yagi Leg (1) 1/2'' 242 - 1 Marker Light Leg (1) 5/8'' 226 Verizon 6 CSS X7CQAP-665-V Frame (12) 1-5/8'' (1) Hybrid 3 CSS AXP19-60-2 3 Ericsson RRUS-32 1 Raycap RRFDC-3315-PF-48 6 JMA DBC-7CAP 210 T-Mobile 3 CommScope FFV4-65C-R3-V1 V-Frame (3) Hybrid 3 Ericsson AIR 6449 3 Ericsson RRU 4415 3 Ericsson RRU 4424 3 Ericsson RRU 4449 208 AT&T 9 CommScope SBNHH-1D85B Frame (6) 1-5/8'' (6) 7/8'' (3) 3/8'' 3 Ericsson RRU 8843 B2/B66A 3 Ericsson RRU 4449 B5/B12 3 Ericsson RRUS-32 2 DC6-48-60-18-8C-EV 1 DC6-48-60-18-8F 175 Sprint 3 RFS APXVSPP18-C-A20 Frame (3) 39mm (1) Fiber 3 CommScope DT465B-2XR 3 Ericsson RRU-82 3 Ericsson RRU-11 3 NSN FHHS (filter) 3 Ericsson RRU-11 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 5 3 Ericsson RRU-31 3 Ericsson 800 ESMR (filter) 116.5 Unknown 1 3' Yagi Standoff (1) 3/8'' 104.5 Unknown 1 Andrew GP6F-21A (dish) Leg (1) 1/4'' 97.5 Unknown 1 Andrew GP6F-21A (dish) Leg (1) 1/2'' Legend: Proposed Appurtenances (Bold) Existing Appurtenances (Regular) Future/Reserved Appurtenances (Italic) 3.0 Procedures This design is based on published catalog information, the supporting information listed in Table 3, and appurtenance information provided by T-Mobile. Table 3: Supporting Information Date Description By April 28, 2021 Tower Modification Design Drawings APX March 30, 2021 Tower Condition Assessment Tower Engineering Professionals, Inc. March 24, 2021 Site Visit / Investigation APX March 18, 2021 Radio Frequency Data Sheet (RFDS) T-Mobile March 18, 2019 Tower Analysis [for AT&T] APX April 24, 2018 Tower Analysis [for Sprint] Tower Engineering Professionals, Inc. February 12, 2018 Tower Analysis [for Verizon] APX September 28, 2017 Tower Analysis [for AT&T] APX February 22, 2013 Tower Modification CALTROP Corporation April 2, 2009 Tower and Foundation Analysis MACTEC Engineering and Consulting, Inc. March 26, 2009 Geotechnical Report FDH Engineering, Inc. March 5, 2009 Foundation Mapping FDH Engineering, Inc. August 23, 2002 Tower Modification Design KCI Technologies, Inc. May 6, 1998 Tower Design Pirod, Inc. 3.1 Methods The tower superstructure analysis was performed with the use of tnxTower, a commercially available software program designed for the analysis of telecommunications towers. The program was used to create a three-dimensional mathematical model of the tower and to calculate member stresses under the appropriate dead, live, and wind loads. Loads were computed in accordance with applicable portions of the TIA-222-H standard. Selected output from the analysis is inc luded in Appendix A. T-Mobile: A2P0045B (Microwave Service Center)Structural Design Report APX Engineering Group, LLC 6 A separate analysis of the tower foundation system was performed by comparing the factored reactions from the tnxTower output to the foundation capacities indicated in the previous analysis by CALTROP Corporation dated February 22, 2013. 3.2 Assumptions and Limitations 1.Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2.All tower components are assumed to be in adequate condition to carry their full design capacity. 3.Limitations for antenna twist, tilt, roll, or lateral translation are not considered in this analysis, since the effects of these factors on structural tower performance are typically negligible. 4.The configuration of equipment/appurtenances is assumed to be as specified in this report. 5.This analysis does not consider the capacity of the antenna support systems. 6.Emergency/essential communication equipment is not located on the tower. 7.The tower modification designs by APX dated April 28, 2021 and by CALTROP Corporation have been fully implemented. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. 4.0 Results The following tables summarize analysis results for the tower superstructure and foundation system. Table 4.1: Tower Component Results Component Utilization (%) Results Legs 92.2 Pass Diagonals 97.8 Pass Horizontals 65.7 Pass Girts 80.6 Pass Guys 79.2 Pass Guy Pull-Offs 26.3 Pass Torque Arms 26.8 Pass Bolts 56.5 Pass Table 4.2: Foundation Component Results Component Reaction Capacity Utilization (%) Results Mast Compression 369 kips 456 kips 80.9 Pass Guy Anchor Uplift 164 kips 196 kips 83.7 Pass Guy Anchor Shear (Service) 106 kips 132 kips 20.3 Pass T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 7 APPENDIX A Tower Input Data The main tower is a 3x guyed tower with an overall height of 480.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the g round line. The face width of the tower is 4.00 ft at the top and tapered at the base. An index plate is provided at the 3 sided -tower connection. There is a 3 sided latticed pole with a face width of 2.00 ft. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level: 0.00 ft. Basic wind speed of 160 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member design is 1. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line suppo rts, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area √ SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients √ Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption √ Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction √ Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 8 Leg B Gu y B Leg C Guy C Leg A Guy A Face A F a c e B Face C Corner & Starmount Guyed Tower Wind 0 Wind 90 Wind 180 Z X T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 9 Leg B Guy B Leg C Guy C Leg A Guy A Face A F a c e B Face C Face Guyed Wind 0 Wind 90 Wind 180 Z X 3 Sided Latticed Pole Section Geometry Tower Section Tower Elevation ft Assembly Database Description Section Width ft Number of Sections Section Length ft L1 480.00-460.00 2.00 1 20.00 L2 460.00-440.00 2.00 1 20.00 L3 440.00-420.00 2.00 1 20.00 L4 420.00-400.00 2.00 1 20.00 3 Sided Latticed Pole Section Geometry (cont’d) Tower Section Tower Elevation ft Diagonal Spacing ft Bracing Type Has K Brace End Panels Has Horizontals Top Girt Offset in Bottom Girt Offset in L1 480.00-460.00 1.65 X Brace No No 1.5000 1.5000 L2 460.00-440.00 1.65 X Brace No Yes 1.5000 1.5000 L3 440.00-420.00 1.65 X Brace No No 1.5000 1.5000 L4 420.00-400.00 1.65 X Brace No No 1.5000 1.5000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 10 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade L1 480.00-460.00 Solid Round 1 1/2 A572-50 (50 ksi) Solid Round 1/2 A36 (36 ksi) L2 460.00-440.00 Arbitrary Shape 2SR + Half 2XX Pipe A572-50 (50 ksi) Arbitrary Shape 0.5625SR + 0.75SR A36 (36 ksi) L3 440.00-420.00 Arbitrary Shape 2SR + Half 2STD Pipe A572-50 (50 ksi) Solid Round 9/16 A36 (36 ksi) L4 420.00-400.00 Solid Round 2 1/2 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft Top Girt Type Top Girt Size Top Girt Grade Bottom Girt Type Bottom Girt Size Bottom Girt Grade L1 480.00-460.00 Solid Round 3/4 A572-50 (50 ksi) Solid Round 7/8 A572-50 (50 ksi) L2 460.00-440.00 Solid Round 3/4 A572-50 (50 ksi) Solid Round 7/8 A572-50 (50 ksi) L3 440.00-420.00 Solid Round 3/4 A572-50 (50 ksi) Solid Round 7/8 A572-50 (50 ksi) L4 420.00-400.00 Solid Round 3/4 A572-50 (50 ksi) Solid Round 7/8 A572-50 (50 ksi) 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft No. of Mid Girts Mid Girt Type Mid Girt Size Mid Girt Grade Horizontal Type Horizontal Size Horizontal Grade L1 480.00-460.00 1 Solid Round 3/4 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) L2 460.00-440.00 1 Solid Round 3/4 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) L3 440.00-420.00 1 Solid Round 3/4 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) L4 420.00-400.00 1 Solid Round 3/4 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft Secondary Horizontal Type Secondary Horizontal Size Secondary Horizontal Grade Inner Bracing Type Inner Bracing Size Inner Bracing Grade L2 460.00-440.00 Solid Round 3/4 A572-50 (50 ksi) Solid Round A36 (36 ksi) T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 11 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 480.00- 460.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 L2 460.00- 440.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 L3 440.00- 420.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 L4 420.00- 400.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 3 Sided Latticed Pole Section Geometry (cont’d) K Factors1 Tower Elevation ft Calc K Single Angles Calc K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y Single Diags X Y Girts X Y Horiz. X Y Sec. Horiz. X Y Inner Brace X Y L1 480.00- 460.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 L2 460.00- 440.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 L3 440.00- 420.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 L4 420.00- 400.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. 3 Sided Latticed Pole Section Geometry (cont’d) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U L1 480.00- 460.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 L2 460.00- 440.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 L3 440.00- 420.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 L4 420.00- 400.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 3 Sided Latticed Pole Section Geometry (cont’d) T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 12 Tower Elevation ft Leg Connection Type Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. L1 480.00- 460.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 L2 460.00- 440.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 L3 440.00- 420.00 Flange 0.6250 A325N 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 L4 420.00- 400.00 Flange 0.7500 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 Tower Section Geometry Tower Section Tower Elevation ft Assembly Database Description Section Width ft Number of Sections Section Length ft T1 400.00-380.00 4.00 1 20.00 T2-T6 380.00-280.00 4.00 5 20.00 T7-T10 280.00-200.00 4.00 4 20.00 T11 200.00-192.50 4.00 1 7.50 T12 192.50-180.00 4.00 1 12.50 T13 180.00-160.00 4.00 1 20.00 T14-T20 160.00-20.00 4.00 7 20.00 T21 20.00-4.67 4.00 1 15.33 T22 4.67-0.00 4.00 1 4.67 Tower Section Geometry (cont’d) Tower Section Tower Elevation ft Diagonal Spacing ft Bracing Type Has K Brace End Panels Has Horizontals Top Girt Offset in Bottom Girt Offset in T1 400.00-380.00 2.33 X Brace No No 4.0000 12.0000 T2-T6 380.00-280.00 2.33 X Brace No No 4.0000 12.0000 T7-T10 280.00-200.00 2.33 X Brace No No 4.0000 12.0000 T11 200.00-192.50 2.39 X Brace No Yes 4.0000 0.0000 T12 192.50-180.00 2.30 X Brace No Yes 0.0000 12.0000 T13 180.00-160.00 2.33 X Brace No No 4.0000 12.0000 T14-T20 160.00-20.00 2.33 X Brace No No 4.0000 12.0000 T21 20.00-4.67 2.33 X Brace No No 4.0000 12.0000 T22 4.67-0.00 1.11 X Brace No No 4.0000 12.0000 Tower Section Geometry (cont’d) Tower Elevation ft Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade T1 400.00-380.00 Solid Round 2 1/4 A572-50 (50 ksi) Solid Round 7/8 A36 (36 ksi) T2-T6 380.00-280.00 Solid Round 2 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T7-T10 280.00-200.00 Solid Round 2 1/4 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T11 200.00-Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 13 Tower Elevation ft Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade 192.50 (50 ksi) (36 ksi) T12 192.50- 180.00 Solid Round 2 1/4 A572-50 (50 ksi) Arbitrary Shape 0.75SR+0.75SR A36 (36 ksi) T13 180.00- 160.00 Solid Round 2 1/2 A572-50 (50 ksi) Arbitrary Shape 0.75SR+0.75SR A36 (36 ksi) T14-T20 160.00-20.00 Solid Round 2 1/2 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T21 20.00-4.67 Solid Round 2 1/2 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T22 4.67-0.00 Solid Round 2 1/2 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Top Girt Type Top Girt Size Top Girt Grade Bottom Girt Type Bottom Girt Size Bottom Girt Grade T1 400.00-380.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T2-T6 380.00-280.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T7-T10 280.00-200.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T11 200.00- 192.50 Solid Round 1 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) T12 192.50- 180.00 Solid Round A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T13 180.00- 160.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T14-T20 160.00-20.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T21 20.00-4.67 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) T22 4.67-0.00 Solid Round 1 A572-50 (50 ksi) Solid Round 1 A572-50 (50 ksi) Tower Section Geometry (cont’d) Tower Elevation ft No. of Mid Girts Mid Girt Type Mid Girt Size Mid Girt Grade Horizontal Type Horizontal Size Horizontal Grade T1 400.00-380.00 1 Solid Round 1 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) T2-T6 380.00-280.00 1 Solid Round 1 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) T7-T10 280.00-200.00 1 Solid Round 1 A572-50 (50 ksi) Solid Round A572-50 (50 ksi) T12 192.50- 180.00 None Solid Round A572-50 (50 ksi) Solid Round 3/4 A572-50 (50 ksi) Tower Section Geometry (cont’d) T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 14 Tower Elevation ft Secondary Horizontal Type Secondary Horizontal Size Secondary Horizontal Grade Inner Bracing Type Inner Bracing Size Inner Bracing Grade T1 400.00-380.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T2-T6 380.00-280.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T7-T10 280.00-200.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T11 200.00- 192.50 Solid Round 3/4 A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T12 192.50- 180.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T13 180.00- 160.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T14-T20 160.00-20.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T21 20.00-4.67 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) T22 4.67-0.00 Solid Round A572-50 (50 ksi) Solid Round 3/4 A36 (36 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in T1 400.00- 380.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T2-T6 380.00-280.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T7-T10 280.00-200.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T11 200.00- 192.50 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T12 192.50- 180.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T13 180.00- 160.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T14-T20 160.00-20.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T21 20.00-4.67 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T22 4.67-0.00 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 Tower Section Geometry (cont’d) K Factors1 Tower Elevation ft Calc K Single Angles Calc K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y Single Diags X Y Girts X Y Horiz. X Y Sec. Horiz. X Y Inner Brace X Y T1 400.00- 380.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T2-T6 380.00-280.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T7-T10 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 15 K Factors1 Tower Elevation ft Calc K Single Angles Calc K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y Single Diags X Y Girts X Y Horiz. X Y Sec. Horiz. X Y Inner Brace X Y 280.00-200.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T11 200.00- 192.50 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T12 192.50- 180.00 No No 1 1 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T13 180.00- 160.00 No No 1 1 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T14-T20 160.00-20.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T21 20.00- 4.67 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 T22 4.67-0.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1 1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry (cont’d) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U T1 400.00- 380.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2-T6 380.00-280.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7-T10 280.00-200.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T11 200.00- 192.50 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T12 192.50- 180.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T13 180.00- 160.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T14-T20 160.00-20.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T21 20.00-4.67 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T22 4.67-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry (cont’d) Tower Elevation ft Leg Connection Type Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. T1 400.00- 380.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T2-T6 380.00-280.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T7-T10 280.00-200.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 16 Tower Elevation ft Leg Connection Type Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. T11 200.00- 192.50 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T12 192.50- 180.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T13 180.00- 160.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T14-T20 160.00-20.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T21 20.00-4.67 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 T22 4.67-0.00 Flange 0.6250 A325X 5 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 0.6250 A325N 0 Guy Data Guy Elevation ft Guy Grade Guy Size Initial Tension K % Guy Modulus ksi Guy Weight plf Lu ft Anchor Radius ft Anchor Azimuth Adj. ° Anchor Elevation ft End Fitting Efficiency % 441 BS A B C 13/16 13/16 13/16 8.00 8.00 8.00 10% 10% 10% 24000 24000 24000 1.390 1.390 1.390 505.96 505.96 505.96 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 398 EHS A B C 11/16 11/16 11/16 5.00 5.00 5.00 10% 10% 10% 21000 21000 21000 1.000 1.000 1.000 468.43 468.43 468.43 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 338 EHS A B C 11/16 11/16 11/16 5.00 5.00 5.00 10% 10% 10% 21000 21000 21000 1.000 1.000 1.000 418.72 418.72 418.72 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 278.8 BS A B C 3/4 3/4 3/4 6.12 6.12 6.12 9% 9% 9% 24000 24000 24000 1.180 1.180 1.180 372.68 372.68 372.68 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 222.5 BS A B C 11/16 11/16 11/16 5.80 5.80 5.80 10% 10% 10% 24000 24000 24000 0.990 0.990 0.990 332.69 332.69 332.69 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 176.5 BS A B C 13/16 13/16 13/16 7.20 7.20 7.20 9% 9% 9% 24000 24000 24000 1.390 1.390 1.390 303.94 303.94 303.94 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 137.333 BS A B C 13/16 13/16 13/16 8.00 8.00 8.00 10% 10% 10% 24000 24000 24000 1.390 1.390 1.390 283.00 283.00 283.00 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 69 BS A B C 13/16 13/16 13/16 7.20 7.20 7.20 9% 9% 9% 24000 24000 24000 1.390 1.390 1.390 256.95 256.95 256.95 250.00 250.00 250.00 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% Guy Data(cont’d) Guy Elevation ft Mount Type Torque-Arm Spread ft Torque-Arm Leg Angle ° Torque-Arm Style Torque-Arm Grade Torque-Arm Type Torque-Arm Size 441 Corner 398 Torque Arm 8.00 30.0000 Wing A36 (36 ksi) Solid Round 2 1/4 338 Corner 278.8 Corner 222.5 Corner T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 17 Guy Elevation ft Mount Type Torque-Arm Spread ft Torque-Arm Leg Angle ° Torque-Arm Style Torque-Arm Grade Torque-Arm Type Torque-Arm Size 176.5 Corner 137.333 Corner 69 Corner Guy Data (cont’d) Guy Elevation ft Diagonal Grade Diagonal Type Upper Diagonal Size Lower Diagonal Size Is Strap. Pull-Off Grade Pull-Off Type Pull-Off Size 441.00 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 398.00 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 338.00 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 278.80 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 222.50 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 176.50 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 137.33 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 69.00 A36 (36 ksi) Solid Round Yes A570-50 (50 ksi) Solid Round 1 1/4 Guy Data (cont’d) Guy Elevation ft Cable Weight A K Cable Weight B K Cable Weight C K Cable Weight D K Tower Intercept A ft Tower Intercept B ft Tower Intercept C ft Tower Intercept D ft 441 0.70 0.70 0.70 21.44 8.0 sec/pulse 21.44 8.0 sec/pulse 21.44 8.0 sec/pulse 398 0.47 0.47 0.47 21.13 7.9 sec/pulse 21.13 7.9 sec/pulse 21.13 7.9 sec/pulse 338 0.42 0.42 0.42 16.98 7.1 sec/pulse 16.98 7.1 sec/pulse 16.98 7.1 sec/pulse 278.8 0.44 0.44 0.44 13.05 6.2 sec/pulse 13.05 6.2 sec/pulse 13.05 6.2 sec/pulse 222.5 0.33 0.33 0.33 9.28 5.3 sec/pulse 9.28 5.3 sec/pulse 9.28 5.3 sec/pulse 176.5 0.42 0.42 0.42 8.78 5.1 sec/pulse 8.78 5.1 sec/pulse 8.78 5.1 sec/pulse 137.333 0.39 0.39 0.39 6.88 4.5 sec/pulse 6.88 4.5 sec/pulse 6.88 4.5 sec/pulse 69 0.36 0.36 0.36 6.34 4.3 sec/pulse 6.34 4.3 sec/pulse 6.34 4.3 sec/pulse Guy Data (cont’d) Torque Arm Pull Off Diagonal T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 18 Guy Elevation ft Calc K Single Angles Calc K Solid Rounds Kx Ky Kx Ky Kx Ky 441 No No 0.7 0.7 0.7 7 398 No No 1 1 0.7 0.7 0.7 0.7 338 No No 0.7 0.7 0.7 0.7 278.8 No No 0.7 0.7 0.7 0.7 222.5 No No 0.7 0.7 0.7 0.7 176.5 No No 0.7 0.7 0.7 0.7 137.333 No No 0.7 0.7 0.7 0.7 69 No No 0.7 0.7 0.7 0.7 Guy Data (cont’d) Torque-Arm Pull Off Diagonal Guy Elevation ft Bolt Size in Number Net Width Deduct in U Bolt Size in Number Net Width Deduct in U Bolt Size in Number Net Width Deduct in U 441 0.0000 A325N 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 398 0.0000 A325N 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 338 1.0000 A325N 1 0.0000 1 1.0000 A325N 1 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 278.8 0.0000 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 222.5 0.0000 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 176.5 0.0000 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 137.333 0.0000 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 69 0.0000 0 0.0000 1 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 Guy Pressures Guy Elevation ft Guy Location z ft qz psf qz Ice psf Ice Thickness in 441 A B C 220.50 220.50 220.50 83 83 83 398 A B C 199.00 199.00 199.00 81 81 81 338 A B C 169.00 169.00 169.00 79 79 79 278.8 A B C 139.40 139.40 139.40 76 76 76 222.5 A B C 111.25 111.25 111.25 72 72 72 176.5 A B C 88.25 88.25 88.25 69 69 69 137.333 A B C 68.67 68.67 68.67 65 65 65 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 19 Guy Elevation ft Guy Location z ft qz psf qz Ice psf Ice Thickness in 69 A B C 34.50 34.50 34.50 56 56 56 Guy-Tensioning Information Temperature At Time Of Tensioning 0 F 20 F 40 F 60 F 80 F 100 F 120 F Guy Elevation ft H ft V ft Initial Tension K Intercept ft Initial Tension K Intercept ft Initial Tension K Intercept ft Initial Tension K Intercept ft Initial Tension K Intercept ft Initial Tension K Intercept ft Initial Tension K Intercept ft 441 A B C 248.85 248.85 248.85 441.00 441.00 441.00 8.783 8.783 8.783 19.59 19.59 19.59 8.519 8.519 8.519 20.17 20.17 20.17 8.258 8.258 8.258 20.79 20.79 20.79 8.000 8.000 8.000 21.44 21.44 21.44 7.745 7.745 7.745 22.12 22.12 22.12 7.495 7.495 7.495 22.84 22.84 22.84 7.248 7.248 7.248 23.59 23.59 23.59 398 A B C 247.72 247.72 247.72 398.00 398.00 398.00 5.548 5.548 5.548 19.10 19.10 19.10 5.362 5.362 5.362 19.74 19.74 19.74 5.180 5.180 5.180 20.42 20.42 20.42 5.000 5.000 5.000 21.13 21.13 21.13 4.824 4.824 4.824 21.87 21.87 21.87 4.651 4.651 4.651 22.65 22.65 22.65 4.482 4.482 4.482 23.47 23.47 23.47 338 A B C 247.69 247.69 247.69 338.00 338.00 338.00 5.688 5.688 5.688 14.98 14.98 14.98 5.454 5.454 5.454 15.60 15.60 15.60 5.225 5.225 5.225 16.27 16.27 16.27 5.000 5.000 5.000 16.98 16.98 16.98 4.781 4.781 4.781 17.73 17.73 17.73 4.567 4.567 4.567 18.54 18.54 18.54 4.360 4.360 4.360 19.39 19.39 19.39 278.8 A B C 247.69 247.69 247.69 278.80 278.80 278.80 7.305 7.305 7.305 10.98 10.98 10.98 6.900 6.900 6.900 11.61 11.61 11.61 6.504 6.504 6.504 12.30 12.30 12.30 6.120 6.120 6.120 13.05 13.05 13.05 5.749 5.749 5.749 13.87 13.87 13.87 5.393 5.393 5.393 14.77 14.77 14.77 5.053 5.053 5.053 15.73 15.73 15.73 222.5 A B C 247.69 247.69 247.69 222.50 222.50 222.50 7.112 7.112 7.112 7.59 7.59 7.59 6.665 6.665 6.665 8.09 8.09 8.09 6.227 6.227 6.227 8.65 8.65 8.65 5.800 5.800 5.800 9.28 9.28 9.28 5.378 5.378 5.378 9.99 9.99 9.99 4.979 4.979 4.979 10.78 10.78 10.78 4.598 4.598 4.598 11.65 11.65 11.65 176.5 A B C 247.69 247.69 247.69 176.50 176.50 176.50 9.313 9.313 9.313 6.81 6.81 6.81 8.584 8.584 8.584 7.38 7.38 7.38 7.878 7.878 7.878 8.03 8.03 8.03 7.200 7.200 7.200 8.78 8.78 8.78 6.557 6.557 6.557 9.62 9.62 9.62 5.956 5.956 5.956 10.58 10.58 10.58 5.403 5.403 5.403 11.64 11.64 11.64 137.333 A B C 247.69 247.69 247.69 137.33 137.33 137.33 10.537 10.537 10.537 5.24 5.24 5.24 9.668 9.668 9.668 5.70 5.70 5.70 8.820 8.820 8.820 6.25 6.25 6.25 8.000 8.000 8.000 6.88 6.88 6.88 7.216 7.216 7.216 7.62 7.62 7.62 6.479 6.479 6.479 8.48 8.48 8.48 5.799 5.799 5.799 9.46 9.46 9.46 69 A B C 247.69 247.69 247.69 69.00 69.00 69.00 10.198 10.198 10.198 4.48 4.48 4.48 9.156 9.156 9.156 4.99 4.99 4.99 8.152 8.152 8.152 5.60 5.60 5.60 7.200 7.200 7.200 6.34 6.34 6.34 6.318 6.318 6.318 7.22 7.22 7.22 5.524 5.524 5.524 8.25 8.25 8.25 4.835 4.835 4.835 9.41 9.41 9.41 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Face Offset in Lateral Offset (Frac FW) # # Per Row Clear Spacing in Width or Diameter in Perimeter in Weight plf 1 5/8 (AT&T) A No No Ar (CaAa) 203.00 - 5.00 24.0000 0.35 2 2 0.2000 1.9800 1.04 1 5/8 (AT&T) A No No Ar (CaAa) 203.00 - 5.00 12.0000 0.5 2 2 0.2000 1.9800 1.04 1 5/8 (AT&T) A No No Ar (CaAa) 203.00 - 5.00 20.0000 0.15 2 2 0.2000 1.9800 1.04 3/8 (AT&T(fiber)) A No No Ar (CaAa) 203.00 - 5.00 3.0000 0.23 3 3 0.2000 0.3750 0.13 7/8 (AT&T(power )) A No No Ar (CaAa) 203.00 - 5.00 3.0000 0.25 6 3 0.2000 1.1100 0.54 ***** LDF2-50A (3/8 FOAM) A No No Ar (CaAa) 116.00 - 5.00 1.0000 -0.5 1 1 0.2000 0.4400 0.08 ***** 0.7'' Fiber (Sprint) B No No Ar (CaAa) 172.50 - 5.00 5.0000 0.5 1 1 0.2000 0.7500 0.33 39mm Hybrid (1.535in) (Sprint) B No No Ar (CaAa) 172.50 - 5.00 5.0000 0.45 3 2 0.2000 1.5354 1.70 ***** 1 5/8 B No No Ar (CaAa) 350.00 - 5.00 2.5000 -0.43 1 1 0.2000 1.9800 1.04 7/8 B No No Ar (CaAa) 422.00 - 1.0000 -0.35 1 1 0.2000 1.1100 0.54 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 20 Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Face Offset in Lateral Offset (Frac FW) # # Per Row Clear Spacing in Width or Diameter in Perimeter in Weight plf 5.00 LDF1-50A (1/4 FOAM) B No No Ar (CaAa) 230.00 - 5.00 1.0000 -0.3 1 1 0.2000 0.3500 0.06 1 5/8 B No No Ar (CaAa) 410.00 - 5.00 1.0000 -0.2 1 1 0.2000 1.9800 1.04 5/8 B No No Ar (CaAa) 242.00 - 5.00 -1.0000 0.05 1 1 0.2000 0.8800 0.40 5/8 B No No Ar (CaAa) 480.00 - 5.00 -1.0000 0.1 1 1 0.2000 0.8800 0.40 LDF1-50A (1/4 FOAM) B No No Ar (CaAa) 104.00 - 5.00 1.0000 0.07 1 1 0.2000 0.3500 0.06 LDF4-50A (1/2 FOAM) B No No Ar (CaAa) 287.00 - 5.00 1.0000 0.1 1 1 0.2000 0.6300 0.15 7/8 B No No Ar (CaAa) 356.00 - 5.00 1.0000 0.22 1 1 0.2000 1.1100 0.54 7/8 B No No Ar (CaAa) 370.00 - 5.00 1.0000 0.26 1 1 0.2000 1.1100 0.54 7/8 B No No Ar (CaAa) 442.00 - 5.00 1.0000 0.3 1 1 0.2000 1.1100 0.54 7/8 B No No Ar (CaAa) 373.00 - 5.00 1.0000 0.4 1 1 0.2000 1.1100 0.54 LDF4-50A (1/2 FOAM) C No No Ar (CaAa) 97.00 - 5.00 1.0000 -0.48 1 1 0.2000 0.6300 0.15 39mm Hybrid (1.535in) (T-Mobile) C No No Ar (CaAa) 210.00 - 5.00 2.0000 0.2 3 3 0.2000 1.5354 1.70 ***** 39mm Hybrid (1.535in) (Verizon) C No No Ar (CaAa) 226.00 - 5.00 3.0000 0.5 1 1 0.2000 1.5354 1.70 1 5/8 (Verizon) C No No Ar (CaAa) 226.00 - 5.00 3.0000 0.5 6 3 0.2000 1.9800 1.04 1 5/8 (Verizon) A No No Ar (CaAa) 226.00 - 5.00 0.5000 -0.38 6 2 0.2000 1.9800 1.04 * 7/8 (FBI) B No No Ar (CaAa) 350.00 - 5.00 2.5000 -0.4 2 2 0.2000 1.1100 0.54 * 7/8 (CALVARY CHAPEL) B No No Ar (CaAa) 425.00 - 5.00 2.5000 -0.5 1 1 0.2000 1.1100 0.54 7/8 (CALVARY CHAPEL) B No No Ar (CaAa) 375.00 - 5.00 2.5000 -0.5 1 1 0.2000 1.1100 0.54 *** Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight plf *** Feed Line/Linear Appurtenances Section Areas T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 21 Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 480.00-460.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.760 0.000 0.000 0.000 0.000 0.00 0.01 0.00 L2 460.00-440.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.982 0.000 0.000 0.000 0.000 0.00 0.01 0.00 L3 440.00-420.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.757 0.000 0.000 0.000 0.000 0.00 0.02 0.00 L4 420.00-400.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.400 0.000 0.000 0.000 0.000 0.00 0.05 0.00 T1 400.00-380.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.380 0.000 0.000 0.000 0.000 0.00 0.06 0.00 T2 380.00-360.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.598 0.000 0.000 0.000 0.000 0.00 0.08 0.00 T3 360.00-340.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25.016 0.000 0.000 0.000 0.000 0.00 0.12 0.00 T4 340.00-320.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.660 0.000 0.000 0.000 0.000 0.00 0.15 0.00 T5 320.00-300.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.660 0.000 0.000 0.000 0.000 0.00 0.15 0.00 T6 300.00-280.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.101 0.000 0.000 0.000 0.000 0.00 0.15 0.00 T7 280.00-260.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.920 0.000 0.000 0.000 0.000 0.00 0.15 0.00 T8 260.00-240.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.096 0.000 0.000 0.000 0.000 0.00 0.15 0.00 T9 240.00-220.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 7.128 33.030 8.049 0.000 0.000 0.000 0.04 0.16 0.05 T10 220.00-200.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 29.659 33.380 31.437 0.000 0.000 0.000 0.15 0.16 0.21 T11 200.00-192.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 23.659 12.518 13.516 0.000 0.000 0.000 0.12 0.06 0.10 T12 192.50-180.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 39.431 20.863 22.527 0.000 0.000 0.000 0.20 0.10 0.16 T13 180.00-160.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.090 40.075 36.043 0.000 0.000 0.000 0.32 0.23 0.26 T14 160.00-140.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.090 44.093 36.043 0.000 0.000 0.000 0.32 0.27 0.26 T15 140.00-120.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.090 44.093 36.043 0.000 0.000 0.000 0.32 0.27 0.26 T16 120.00-100.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.794 44.233 36.043 0.000 0.000 0.000 0.32 0.27 0.26 T17 100.00-80.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.970 44.793 37.114 0.000 0.000 0.000 0.32 0.27 0.26 T18 80.00-60.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.970 44.793 37.303 0.000 0.000 0.000 0.32 0.27 0.26 T19 60.00-40.00 A 0.000 0.000 63.970 0.000 0.32 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 22 Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K B C 0.000 0.000 0.000 0.000 44.793 37.303 0.000 0.000 0.27 0.26 T20 40.00-20.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 63.970 44.793 37.303 0.000 0.000 0.000 0.32 0.27 0.26 T21 20.00-4.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 47.977 33.594 27.978 0.000 0.000 0.000 0.24 0.20 0.20 T22 4.67-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 480.00-460.00 0.4880 -0.0546 0.4880 -0.0546 L2 460.00-440.00 0.2270 -0.0148 0.2270 -0.0148 L3 440.00-420.00 0.8841 -0.2101 0.8841 -0.2101 L4 420.00-400.00 1.6279 -2.1194 1.4877 -1.8801 T1 400.00-380.00 2.8797 -4.2746 2.5441 -3.6104 T2 380.00-360.00 3.9913 -4.8357 3.7223 -4.2140 T3 360.00-340.00 5.0104 -6.4724 4.8345 -5.5526 T4 340.00-320.00 5.0213 -7.9277 4.8675 -6.7874 T5 320.00-300.00 5.0877 -8.0311 4.9375 -6.8836 T6 300.00-280.00 5.1572 -8.0009 5.0140 -6.8589 T7 280.00-260.00 5.0849 -7.6503 4.9434 -6.5403 T8 260.00-240.00 5.1650 -7.7346 5.0287 -6.6198 T9 240.00-220.00 1.6617 -5.6593 1.3069 -4.5523 T10 220.00-200.00 -4.7761 -3.2129 -5.3413 -2.2462 T11 200.00-192.50 -7.3550 -7.3236 -7.3550 -7.3236 T12 192.50-180.00 -6.9557 -6.9103 -6.9557 -6.9103 T13 180.00-160.00 -5.6036 -6.3157 -5.6010 -6.3126 T14 160.00-140.00 -5.1298 -6.3591 -5.1292 -6.3583 T15 140.00-120.00 -5.1000 -6.3207 -5.1000 -6.3207 T16 120.00-100.00 -5.2053 -6.2594 -5.2053 -6.2594 T17 100.00-80.00 -4.9519 -6.0697 -4.9519 -6.0697 T18 80.00-60.00 -4.8892 -6.0069 -4.8892 -6.0069 T19 60.00-40.00 -4.9166 -6.0419 -4.9166 -6.0419 T20 40.00-20.00 -4.9166 -6.0419 -4.9166 -6.0419 T21 20.00-4.67 -4.8846 -6.0010 -4.8846 -6.0010 T22 4.67-0.00 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 17 5/8 460.00 - 480.00 0.6000 0.6000 L2 17 5/8 440.00 - 460.00 0.6000 0.6000 L2 22 7/8 440.00 - 442.00 0.6000 0.6000 L3 13 7/8 420.00 - 422.00 0.6000 0.6000 L3 17 5/8 420.00 - 440.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 23 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L3 22 7/8 420.00 - 440.00 0.6000 0.6000 L3 33 7/8 420.00 - 425.00 0.6000 0.6000 L4 13 7/8 400.00 - 420.00 0.6000 0.6000 L4 15 1 5/8 400.00 - 410.00 1.0000 0.6000 L4 17 5/8 400.00 - 420.00 0.6000 0.6000 L4 22 7/8 400.00 - 420.00 0.6000 0.6000 L4 33 7/8 400.00 - 420.00 0.6000 0.6000 T1 13 7/8 380.00 - 400.00 0.6000 0.6000 T1 15 1 5/8 380.00 - 400.00 1.0000 0.6000 T1 17 5/8 380.00 - 400.00 0.6000 0.6000 T1 22 7/8 380.00 - 400.00 0.6000 0.6000 T1 33 7/8 380.00 - 400.00 0.6000 0.6000 T2 13 7/8 360.00 - 380.00 0.6000 0.6000 T2 15 1 5/8 360.00 - 380.00 1.0000 0.6000 T2 17 5/8 360.00 - 380.00 0.6000 0.6000 T2 21 7/8 360.00 - 370.00 0.6000 0.6000 T2 22 7/8 360.00 - 380.00 0.6000 0.6000 T2 23 7/8 360.00 - 373.00 0.6000 0.6000 T2 33 7/8 360.00 - 380.00 0.6000 0.6000 T2 34 7/8 360.00 - 375.00 0.6000 0.6000 T3 12 1 5/8 340.00 - 350.00 1.0000 0.6000 T3 13 7/8 340.00 - 360.00 0.6000 0.6000 T3 15 1 5/8 340.00 - 360.00 1.0000 0.6000 T3 17 5/8 340.00 - 360.00 0.6000 0.6000 T3 20 7/8 340.00 - 356.00 0.6000 0.6000 T3 21 7/8 340.00 - 360.00 0.6000 0.6000 T3 22 7/8 340.00 - 360.00 0.6000 0.6000 T3 23 7/8 340.00 - 360.00 0.6000 0.6000 T3 31 7/8 340.00 - 350.00 0.6000 0.6000 T3 33 7/8 340.00 - 360.00 0.6000 0.6000 T3 34 7/8 340.00 - 360.00 0.6000 0.6000 T4 12 1 5/8 320.00 - 340.00 1.0000 0.6000 T4 13 7/8 320.00 - 340.00 0.6000 0.6000 T4 15 1 5/8 320.00 - 340.00 1.0000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 24 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T4 17 5/8 320.00 - 340.00 0.6000 0.6000 T4 20 7/8 320.00 - 340.00 0.6000 0.6000 T4 21 7/8 320.00 - 340.00 0.6000 0.6000 T4 22 7/8 320.00 - 340.00 0.6000 0.6000 T4 23 7/8 320.00 - 340.00 0.6000 0.6000 T4 31 7/8 320.00 - 340.00 0.6000 0.6000 T4 33 7/8 320.00 - 340.00 0.6000 0.6000 T4 34 7/8 320.00 - 340.00 0.6000 0.6000 T5 12 1 5/8 300.00 - 320.00 1.0000 0.6000 T5 13 7/8 300.00 - 320.00 0.6000 0.6000 T5 15 1 5/8 300.00 - 320.00 1.0000 0.6000 T5 17 5/8 300.00 - 320.00 0.6000 0.6000 T5 20 7/8 300.00 - 320.00 0.6000 0.6000 T5 21 7/8 300.00 - 320.00 0.6000 0.6000 T5 22 7/8 300.00 - 320.00 0.6000 0.6000 T5 23 7/8 300.00 - 320.00 0.6000 0.6000 T5 31 7/8 300.00 - 320.00 0.6000 0.6000 T5 33 7/8 300.00 - 320.00 0.6000 0.6000 T5 34 7/8 300.00 - 320.00 0.6000 0.6000 T6 12 1 5/8 280.00 - 300.00 1.0000 0.6000 T6 13 7/8 280.00 - 300.00 0.6000 0.6000 T6 15 1 5/8 280.00 - 300.00 1.0000 0.6000 T6 17 5/8 280.00 - 300.00 0.6000 0.6000 T6 19 LDF4-50A (1/2 FOAM) 280.00 - 287.00 0.6000 0.6000 T6 20 7/8 280.00 - 300.00 0.6000 0.6000 T6 21 7/8 280.00 - 300.00 0.6000 0.6000 T6 22 7/8 280.00 - 300.00 0.6000 0.6000 T6 23 7/8 280.00 - 300.00 0.6000 0.6000 T6 31 7/8 280.00 - 300.00 0.6000 0.6000 T6 33 7/8 280.00 - 300.00 0.6000 0.6000 T6 34 7/8 280.00 - 300.00 0.6000 0.6000 T7 12 1 5/8 260.00 - 280.00 1.0000 0.6000 T7 13 7/8 260.00 - 280.00 0.6000 0.6000 T7 15 1 5/8 260.00 - 280.00 1.0000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 25 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T7 17 5/8 260.00 - 280.00 0.6000 0.6000 T7 19 LDF4-50A (1/2 FOAM) 260.00 - 280.00 0.6000 0.6000 T7 20 7/8 260.00 - 280.00 0.6000 0.6000 T7 21 7/8 260.00 - 280.00 0.6000 0.6000 T7 22 7/8 260.00 - 280.00 0.6000 0.6000 T7 23 7/8 260.00 - 280.00 0.6000 0.6000 T7 31 7/8 260.00 - 280.00 0.6000 0.6000 T7 33 7/8 260.00 - 280.00 0.6000 0.6000 T7 34 7/8 260.00 - 280.00 0.6000 0.6000 T8 12 1 5/8 240.00 - 260.00 1.0000 0.6000 T8 13 7/8 240.00 - 260.00 0.6000 0.6000 T8 15 1 5/8 240.00 - 260.00 1.0000 0.6000 T8 16 5/8 240.00 - 242.00 0.6000 0.6000 T8 17 5/8 240.00 - 260.00 0.6000 0.6000 T8 19 LDF4-50A (1/2 FOAM) 240.00 - 260.00 0.6000 0.6000 T8 20 7/8 240.00 - 260.00 0.6000 0.6000 T8 21 7/8 240.00 - 260.00 0.6000 0.6000 T8 22 7/8 240.00 - 260.00 0.6000 0.6000 T8 23 7/8 240.00 - 260.00 0.6000 0.6000 T8 31 7/8 240.00 - 260.00 0.6000 0.6000 T8 33 7/8 240.00 - 260.00 0.6000 0.6000 T8 34 7/8 240.00 - 260.00 0.6000 0.6000 T9 12 1 5/8 220.00 - 240.00 1.0000 0.6000 T9 13 7/8 220.00 - 240.00 0.6000 0.6000 T9 14 LDF1-50A (1/4 FOAM) 220.00 - 230.00 0.6000 0.6000 T9 15 1 5/8 220.00 - 240.00 1.0000 0.6000 T9 16 5/8 220.00 - 240.00 0.6000 0.6000 T9 17 5/8 220.00 - 240.00 0.6000 0.6000 T9 19 LDF4-50A (1/2 FOAM) 220.00 - 240.00 0.6000 0.6000 T9 20 7/8 220.00 - 240.00 0.6000 0.6000 T9 21 7/8 220.00 - 240.00 0.6000 0.6000 T9 22 7/8 220.00 - 240.00 0.6000 0.6000 T9 23 7/8 220.00 - 240.00 0.6000 0.6000 T9 27 39mm Hybrid (1.535in) 220.00 - 226.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 26 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T9 28 1 5/8 220.00 - 226.00 0.6000 0.6000 T9 29 1 5/8 220.00 - 226.00 0.6000 0.6000 T9 31 7/8 220.00 - 240.00 0.6000 0.6000 T9 33 7/8 220.00 - 240.00 0.6000 0.6000 T9 34 7/8 220.00 - 240.00 0.6000 0.6000 T10 1 1 5/8 200.00 - 203.00 0.6000 0.6000 T10 2 1 5/8 200.00 - 203.00 0.6000 0.6000 T10 3 1 5/8 200.00 - 203.00 0.6000 0.6000 T10 4 3/8 200.00 - 203.00 0.6000 0.6000 T10 5 7/8 200.00 - 203.00 0.6000 0.6000 T10 12 1 5/8 200.00 - 220.00 1.0000 0.6000 T10 13 7/8 200.00 - 220.00 0.6000 0.6000 T10 14 LDF1-50A (1/4 FOAM) 200.00 - 220.00 0.6000 0.6000 T10 15 1 5/8 200.00 - 220.00 1.0000 0.6000 T10 16 5/8 200.00 - 220.00 0.6000 0.6000 T10 17 5/8 200.00 - 220.00 0.6000 0.6000 T10 19 LDF4-50A (1/2 FOAM) 200.00 - 220.00 0.6000 0.6000 T10 20 7/8 200.00 - 220.00 0.6000 0.6000 T10 21 7/8 200.00 - 220.00 0.6000 0.6000 T10 22 7/8 200.00 - 220.00 0.6000 0.6000 T10 23 7/8 200.00 - 220.00 0.6000 0.6000 T10 25 39mm Hybrid (1.535in) 200.00 - 210.00 0.6000 0.6000 T10 27 39mm Hybrid (1.535in) 200.00 - 220.00 0.6000 0.6000 T10 28 1 5/8 200.00 - 220.00 0.6000 0.6000 T10 29 1 5/8 200.00 - 220.00 0.6000 0.6000 T10 31 7/8 200.00 - 220.00 0.6000 0.6000 T10 33 7/8 200.00 - 220.00 0.6000 0.6000 T10 34 7/8 200.00 - 220.00 0.6000 0.6000 T11 1 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 2 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 3 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 4 3/8 192.50 - 200.00 0.6000 0.6000 T11 5 7/8 192.50 - 200.00 0.6000 0.6000 T11 12 1 5/8 192.50 - 200.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 27 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T11 13 7/8 192.50 - 200.00 0.6000 0.6000 T11 14 LDF1-50A (1/4 FOAM) 192.50 - 200.00 0.6000 0.6000 T11 15 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 16 5/8 192.50 - 200.00 0.6000 0.6000 T11 17 5/8 192.50 - 200.00 0.6000 0.6000 T11 19 LDF4-50A (1/2 FOAM) 192.50 - 200.00 0.6000 0.6000 T11 20 7/8 192.50 - 200.00 0.6000 0.6000 T11 21 7/8 192.50 - 200.00 0.6000 0.6000 T11 22 7/8 192.50 - 200.00 0.6000 0.6000 T11 23 7/8 192.50 - 200.00 0.6000 0.6000 T11 25 39mm Hybrid (1.535in) 192.50 - 200.00 0.6000 0.6000 T11 27 39mm Hybrid (1.535in) 192.50 - 200.00 0.6000 0.6000 T11 28 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 29 1 5/8 192.50 - 200.00 0.6000 0.6000 T11 31 7/8 192.50 - 200.00 0.6000 0.6000 T11 33 7/8 192.50 - 200.00 0.6000 0.6000 T11 34 7/8 192.50 - 200.00 0.6000 0.6000 T12 1 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 2 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 3 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 4 3/8 180.00 - 192.50 0.6000 0.6000 T12 5 7/8 180.00 - 192.50 0.6000 0.6000 T12 12 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 13 7/8 180.00 - 192.50 0.6000 0.6000 T12 14 LDF1-50A (1/4 FOAM) 180.00 - 192.50 0.6000 0.6000 T12 15 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 16 5/8 180.00 - 192.50 0.6000 0.6000 T12 17 5/8 180.00 - 192.50 0.6000 0.6000 T12 19 LDF4-50A (1/2 FOAM) 180.00 - 192.50 0.6000 0.6000 T12 20 7/8 180.00 - 192.50 0.6000 0.6000 T12 21 7/8 180.00 - 192.50 0.6000 0.6000 T12 22 7/8 180.00 - 192.50 0.6000 0.6000 T12 23 7/8 180.00 - 192.50 0.6000 0.6000 T12 25 39mm Hybrid (1.535in) 180.00 - 192.50 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 28 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T12 27 39mm Hybrid (1.535in) 180.00 - 192.50 0.6000 0.6000 T12 28 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 29 1 5/8 180.00 - 192.50 0.6000 0.6000 T12 31 7/8 180.00 - 192.50 0.6000 0.6000 T12 33 7/8 180.00 - 192.50 0.6000 0.6000 T12 34 7/8 180.00 - 192.50 0.6000 0.6000 T13 1 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 2 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 3 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 4 3/8 160.00 - 180.00 0.6000 0.6000 T13 5 7/8 160.00 - 180.00 0.6000 0.6000 T13 9 0.7" Fiber 160.00 - 172.50 0.6000 0.6000 T13 10 39mm Hybrid (1.535in) 160.00 - 172.50 0.6000 0.6000 T13 12 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 13 7/8 160.00 - 180.00 0.6000 0.6000 T13 14 LDF1-50A (1/4 FOAM) 160.00 - 180.00 0.6000 0.6000 T13 15 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 16 5/8 160.00 - 180.00 0.6000 0.6000 T13 17 5/8 160.00 - 180.00 0.6000 0.6000 T13 19 LDF4-50A (1/2 FOAM) 160.00 - 180.00 0.6000 0.6000 T13 20 7/8 160.00 - 180.00 0.6000 0.6000 T13 21 7/8 160.00 - 180.00 0.6000 0.6000 T13 22 7/8 160.00 - 180.00 0.6000 0.6000 T13 23 7/8 160.00 - 180.00 0.6000 0.6000 T13 25 39mm Hybrid (1.535in) 160.00 - 180.00 0.6000 0.6000 T13 27 39mm Hybrid (1.535in) 160.00 - 180.00 0.6000 0.6000 T13 28 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 29 1 5/8 160.00 - 180.00 0.6000 0.6000 T13 31 7/8 160.00 - 180.00 0.6000 0.6000 T13 33 7/8 160.00 - 180.00 0.6000 0.6000 T13 34 7/8 160.00 - 180.00 0.6000 0.6000 T14 1 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 2 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 3 1 5/8 140.00 - 160.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 29 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T14 4 3/8 140.00 - 160.00 0.6000 0.6000 T14 5 7/8 140.00 - 160.00 0.6000 0.6000 T14 9 0.7" Fiber 140.00 - 160.00 0.6000 0.6000 T14 10 39mm Hybrid (1.535in) 140.00 - 160.00 0.6000 0.6000 T14 12 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 13 7/8 140.00 - 160.00 0.6000 0.6000 T14 14 LDF1-50A (1/4 FOAM) 140.00 - 160.00 0.6000 0.6000 T14 15 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 16 5/8 140.00 - 160.00 0.6000 0.6000 T14 17 5/8 140.00 - 160.00 0.6000 0.6000 T14 19 LDF4-50A (1/2 FOAM) 140.00 - 160.00 0.6000 0.6000 T14 20 7/8 140.00 - 160.00 0.6000 0.6000 T14 21 7/8 140.00 - 160.00 0.6000 0.6000 T14 22 7/8 140.00 - 160.00 0.6000 0.6000 T14 23 7/8 140.00 - 160.00 0.6000 0.6000 T14 25 39mm Hybrid (1.535in) 140.00 - 160.00 0.6000 0.6000 T14 27 39mm Hybrid (1.535in) 140.00 - 160.00 0.6000 0.6000 T14 28 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 29 1 5/8 140.00 - 160.00 0.6000 0.6000 T14 31 7/8 140.00 - 160.00 0.6000 0.6000 T14 33 7/8 140.00 - 160.00 0.6000 0.6000 T14 34 7/8 140.00 - 160.00 0.6000 0.6000 T15 1 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 2 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 3 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 4 3/8 120.00 - 140.00 0.6000 0.6000 T15 5 7/8 120.00 - 140.00 0.6000 0.6000 T15 9 0.7" Fiber 120.00 - 140.00 0.6000 0.6000 T15 10 39mm Hybrid (1.535in) 120.00 - 140.00 0.6000 0.6000 T15 12 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 13 7/8 120.00 - 140.00 0.6000 0.6000 T15 14 LDF1-50A (1/4 FOAM) 120.00 - 140.00 0.6000 0.6000 T15 15 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 16 5/8 120.00 - 140.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 30 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T15 17 5/8 120.00 - 140.00 0.6000 0.6000 T15 19 LDF4-50A (1/2 FOAM) 120.00 - 140.00 0.6000 0.6000 T15 20 7/8 120.00 - 140.00 0.6000 0.6000 T15 21 7/8 120.00 - 140.00 0.6000 0.6000 T15 22 7/8 120.00 - 140.00 0.6000 0.6000 T15 23 7/8 120.00 - 140.00 0.6000 0.6000 T15 25 39mm Hybrid (1.535in) 120.00 - 140.00 0.6000 0.6000 T15 27 39mm Hybrid (1.535in) 120.00 - 140.00 0.6000 0.6000 T15 28 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 29 1 5/8 120.00 - 140.00 0.6000 0.6000 T15 31 7/8 120.00 - 140.00 0.6000 0.6000 T15 33 7/8 120.00 - 140.00 0.6000 0.6000 T15 34 7/8 120.00 - 140.00 0.6000 0.6000 T16 1 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 2 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 3 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 4 3/8 100.00 - 120.00 0.6000 0.6000 T16 5 7/8 100.00 - 120.00 0.6000 0.6000 T16 7 LDF2-50A (3/8 FOAM) 100.00 - 116.00 0.6000 0.6000 T16 9 0.7" Fiber 100.00 - 120.00 0.6000 0.6000 T16 10 39mm Hybrid (1.535in) 100.00 - 120.00 0.6000 0.6000 T16 12 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 13 7/8 100.00 - 120.00 0.6000 0.6000 T16 14 LDF1-50A (1/4 FOAM) 100.00 - 120.00 0.6000 0.6000 T16 15 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 16 5/8 100.00 - 120.00 0.6000 0.6000 T16 17 5/8 100.00 - 120.00 0.6000 0.6000 T16 18 LDF1-50A (1/4 FOAM) 100.00 - 104.00 0.6000 0.6000 T16 19 LDF4-50A (1/2 FOAM) 100.00 - 120.00 0.6000 0.6000 T16 20 7/8 100.00 - 120.00 0.6000 0.6000 T16 21 7/8 100.00 - 120.00 0.6000 0.6000 T16 22 7/8 100.00 - 120.00 0.6000 0.6000 T16 23 7/8 100.00 - 120.00 0.6000 0.6000 T16 25 39mm Hybrid (1.535in) 100.00 - 120.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 31 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T16 27 39mm Hybrid (1.535in) 100.00 - 120.00 0.6000 0.6000 T16 28 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 29 1 5/8 100.00 - 120.00 0.6000 0.6000 T16 31 7/8 100.00 - 120.00 0.6000 0.6000 T16 33 7/8 100.00 - 120.00 0.6000 0.6000 T16 34 7/8 100.00 - 120.00 0.6000 0.6000 T17 1 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 2 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 3 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 4 3/8 80.00 - 100.00 0.6000 0.6000 T17 5 7/8 80.00 - 100.00 0.6000 0.6000 T17 7 LDF2-50A (3/8 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 9 0.7" Fiber 80.00 - 100.00 0.6000 0.6000 T17 10 39mm Hybrid (1.535in) 80.00 - 100.00 0.6000 0.6000 T17 12 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 13 7/8 80.00 - 100.00 0.6000 0.6000 T17 14 LDF1-50A (1/4 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 15 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 16 5/8 80.00 - 100.00 0.6000 0.6000 T17 17 5/8 80.00 - 100.00 0.6000 0.6000 T17 18 LDF1-50A (1/4 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 19 LDF4-50A (1/2 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 20 7/8 80.00 - 100.00 0.6000 0.6000 T17 21 7/8 80.00 - 100.00 0.6000 0.6000 T17 22 7/8 80.00 - 100.00 0.6000 0.6000 T17 23 7/8 80.00 - 100.00 0.6000 0.6000 T17 24 LDF4-50A (1/2 FOAM) 80.00 - 97.00 0.6000 0.6000 T17 25 39mm Hybrid (1.535in) 80.00 - 100.00 0.6000 0.6000 T17 27 39mm Hybrid (1.535in) 80.00 - 100.00 0.6000 0.6000 T17 28 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 29 1 5/8 80.00 - 100.00 0.6000 0.6000 T17 31 7/8 80.00 - 100.00 0.6000 0.6000 T17 33 7/8 80.00 - 100.00 0.6000 0.6000 T17 34 7/8 80.00 - 100.00 0.6000 0.6000 T18 1 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 2 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 3 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 4 3/8 60.00 - 80.00 0.6000 0.6000 T18 5 7/8 60.00 - 80.00 0.6000 0.6000 T18 7 LDF2-50A (3/8 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 9 0.7" Fiber 60.00 - 80.00 0.6000 0.6000 T18 10 39mm Hybrid (1.535in) 60.00 - 80.00 0.6000 0.6000 T18 12 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 13 7/8 60.00 - 80.00 0.6000 0.6000 T18 14 LDF1-50A (1/4 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 15 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 16 5/8 60.00 - 80.00 0.6000 0.6000 T18 17 5/8 60.00 - 80.00 0.6000 0.6000 T18 18 LDF1-50A (1/4 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 19 LDF4-50A (1/2 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 20 7/8 60.00 - 80.00 0.6000 0.6000 T18 21 7/8 60.00 - 80.00 0.6000 0.6000 T18 22 7/8 60.00 - 80.00 0.6000 0.6000 T18 23 7/8 60.00 - 80.00 0.6000 0.6000 T18 24 LDF4-50A (1/2 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 25 39mm Hybrid (1.535in) 60.00 - 80.00 0.6000 0.6000 T18 27 39mm Hybrid (1.535in) 60.00 - 80.00 0.6000 0.6000 T18 28 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 29 1 5/8 60.00 - 80.00 0.6000 0.6000 T18 31 7/8 60.00 - 80.00 0.6000 0.6000 T18 33 7/8 60.00 - 80.00 0.6000 0.6000 T18 34 7/8 60.00 - 80.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 32 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T19 1 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 2 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 3 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 4 3/8 40.00 - 60.00 0.6000 0.6000 T19 5 7/8 40.00 - 60.00 0.6000 0.6000 T19 7 LDF2-50A (3/8 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 9 0.7" Fiber 40.00 - 60.00 0.6000 0.6000 T19 10 39mm Hybrid (1.535in) 40.00 - 60.00 0.6000 0.6000 T19 12 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 13 7/8 40.00 - 60.00 0.6000 0.6000 T19 14 LDF1-50A (1/4 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 15 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 16 5/8 40.00 - 60.00 0.6000 0.6000 T19 17 5/8 40.00 - 60.00 0.6000 0.6000 T19 18 LDF1-50A (1/4 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 19 LDF4-50A (1/2 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 20 7/8 40.00 - 60.00 0.6000 0.6000 T19 21 7/8 40.00 - 60.00 0.6000 0.6000 T19 22 7/8 40.00 - 60.00 0.6000 0.6000 T19 23 7/8 40.00 - 60.00 0.6000 0.6000 T19 24 LDF4-50A (1/2 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 25 39mm Hybrid (1.535in) 40.00 - 60.00 0.6000 0.6000 T19 27 39mm Hybrid (1.535in) 40.00 - 60.00 0.6000 0.6000 T19 28 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 29 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 31 7/8 40.00 - 60.00 0.6000 0.6000 T19 33 7/8 40.00 - 60.00 0.6000 0.6000 T19 34 7/8 40.00 - 60.00 0.6000 0.6000 T20 1 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 2 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 3 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 4 3/8 20.00 - 40.00 0.6000 0.6000 T20 5 7/8 20.00 - 40.00 0.6000 0.6000 T20 7 LDF2-50A (3/8 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 9 0.7" Fiber 20.00 - 40.00 0.6000 0.6000 T20 10 39mm Hybrid (1.535in) 20.00 - 40.00 0.6000 0.6000 T20 12 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 13 7/8 20.00 - 40.00 0.6000 0.6000 T20 14 LDF1-50A (1/4 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 15 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 16 5/8 20.00 - 40.00 0.6000 0.6000 T20 17 5/8 20.00 - 40.00 0.6000 0.6000 T20 18 LDF1-50A (1/4 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 19 LDF4-50A (1/2 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 20 7/8 20.00 - 40.00 0.6000 0.6000 T20 21 7/8 20.00 - 40.00 0.6000 0.6000 T20 22 7/8 20.00 - 40.00 0.6000 0.6000 T20 23 7/8 20.00 - 40.00 0.6000 0.6000 T20 24 LDF4-50A (1/2 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 25 39mm Hybrid (1.535in) 20.00 - 40.00 0.6000 0.6000 T20 27 39mm Hybrid (1.535in) 20.00 - 40.00 0.6000 0.6000 T20 28 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 29 1 5/8 20.00 - 40.00 0.6000 0.6000 T20 31 7/8 20.00 - 40.00 0.6000 0.6000 T20 33 7/8 20.00 - 40.00 0.6000 0.6000 T20 34 7/8 20.00 - 40.00 0.6000 0.6000 T21 1 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 2 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 3 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 4 3/8 5.00 - 20.00 0.6000 0.6000 T21 5 7/8 5.00 - 20.00 0.6000 0.6000 T21 7 LDF2-50A (3/8 FOAM) 5.00 - 20.00 0.6000 0.6000 T21 9 0.7" Fiber 5.00 - 20.00 0.6000 0.6000 T21 10 39mm Hybrid (1.535in) 5.00 - 20.00 0.6000 0.6000 T21 12 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 13 7/8 5.00 - 20.00 0.6000 0.6000 T21 14 LDF1-50A (1/4 FOAM) 5.00 - 20.00 0.6000 0.6000 T21 15 1 5/8 5.00 - 20.00 0.6000 0.6000 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 33 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T21 16 5/8 5.00 - 20.00 0.6000 0.6000 T21 17 5/8 5.00 - 20.00 0.6000 0.6000 T21 18 LDF1-50A (1/4 FOAM) 5.00 - 20.00 0.6000 0.6000 T21 19 LDF4-50A (1/2 FOAM) 5.00 - 20.00 0.6000 0.6000 T21 20 7/8 5.00 - 20.00 0.6000 0.6000 T21 21 7/8 5.00 - 20.00 0.6000 0.6000 T21 22 7/8 5.00 - 20.00 0.6000 0.6000 T21 23 7/8 5.00 - 20.00 0.6000 0.6000 T21 24 LDF4-50A (1/2 FOAM) 5.00 - 20.00 0.6000 0.6000 T21 25 39mm Hybrid (1.535in) 5.00 - 20.00 0.6000 0.6000 T21 27 39mm Hybrid (1.535in) 5.00 - 20.00 0.6000 0.6000 T21 28 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 29 1 5/8 5.00 - 20.00 0.6000 0.6000 T21 31 7/8 5.00 - 20.00 0.6000 0.6000 T21 33 7/8 5.00 - 20.00 0.6000 0.6000 T21 34 7/8 5.00 - 20.00 0.6000 0.6000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K Flash Beacon Lighting C None 0.0000 480.00 No Ice 2.45 2.45 0.04 DB224-E C From Leg 3.00 0.00 0.00 0.0000 442.00 No Ice 4.50 4.50 0.04 Standoff 2' C None 0.0000 442.00 No Ice 0.30 0.30 0.01 Dipole 10' A From Leg 1.00 0.00 0.00 0.0000 441.50 No Ice 11.11 5.00 0.03 Standoff 1' A None 0.0000 441.50 No Ice 0.13 0.13 0.01 Dipole 10' C From Leg 1.00 0.00 0.00 0.0000 422.50 No Ice 11.11 5.00 0.03 Standoff 1' C None 0.0000 422.50 No Ice 0.13 0.13 0.01 Omni 10' by 3'' B From Leg 5.00 0.00 0.00 0.0000 410.00 No Ice 2.00 2.00 0.04 Standoff 5' B None 0.0000 410.00 No Ice 0.79 0.79 0.02 Dipole 10' A From Leg 1.00 0.00 0.00 0.0000 406.00 No Ice 11.11 5.00 0.03 Standoff 1' A None 0.0000 406.00 No Ice 0.13 0.13 0.01 8-Bay Dipole B From Leg 2.00 0.00 0.00 0.0000 373.00 No Ice 5.40 5.40 0.08 Standoff 2' B None 0.0000 373.00 No Ice 0.30 0.30 0.01 4-Bay Dipole C From Leg 2.00 0.00 0.00 0.0000 370.50 No Ice 4.00 4.00 0.05 Standoff 2' C None 0.0000 370.50 No Ice 0.30 0.30 0.01 Omni 4' by 1.5'' w/Pipe Mount C From Leg 5.00 0.00 0.00 0.0000 356.00 No Ice 0.60 0.60 0.02 Standoff 5' C None 0.0000 356.00 No Ice 0.79 0.79 0.02 Omni 12' by 3'' A From Leg 1.00 0.00 0.0000 350.00 No Ice 2.73 2.73 0.03 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 34 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 Standoff 1' A None 0.0000 350.00 No Ice 0.13 0.13 0.01 DB224-C B From Leg 3.00 0.00 0.00 0.0000 350.00 No Ice 4.25 4.25 0.04 Standoff 3' B From Leg 0.00 0.00 0.00 0.0000 350.00 No Ice 0.52 0.52 0.02 DB224-C C From Leg 3.00 0.00 0.00 0.0000 350.00 No Ice 4.25 4.25 0.04 Standoff 3' C From Leg 0.00 0.00 0.00 0.0000 350.00 No Ice 0.52 0.52 0.02 Omni 12' by 4'' A From Leg 1.00 0.00 0.00 0.0000 337.00 No Ice 2.75 2.75 0.08 Standoff 1' A None 0.0000 337.00 No Ice 0.13 0.13 0.01 R55247 B From Leg 2.00 0.00 0.00 0.0000 317.00 No Ice 8.44 8.44 0.20 Standoff 2' B None 0.0000 317.00 No Ice 0.30 0.30 0.01 Marker Light B None 0.0000 242.00 No Ice 0.53 0.53 0.03 (2) 6' Yagi B None 0.0000 287.50 No Ice 1.40 1.40 0.03 ***** (2) X7CQAP-665-V (Verizon) A From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 8.41 5.34 0.03 (2) X7CQAP-665-V (Verizon) B From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 8.41 5.34 0.03 (2) X7CQAP-665-V (Verizon) C From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 8.41 5.34 0.03 AXP 19-60-2 (Verizon) A From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 4.86 3.40 0.02 AXP 19-60-2 (Verizon) B From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 4.86 3.40 0.02 AXP 19-60-2 (Verizon) C From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 4.86 3.40 0.02 RRUS 32 (Verizon) A From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 2.86 1.78 0.06 RRUS 32 (Verizon) B From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 2.86 1.78 0.06 RRUS 32 (Verizon) C From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 2.86 1.78 0.06 (2) DBC-7CAP DiPlexer (Verizon) A From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 0.61 0.12 0.01 (2) DBC-7CAP DiPlexer (Verizon) B From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 0.61 0.12 0.01 (2) DBC-7CAP DiPlexer (Verizon) C From Face 3.00 0.00 0.00 0.0000 226.00 No Ice 0.61 0.12 0.01 RRFDC-3315-PF-48 (Verizon) C From Face 3.00 0.00 0.0000 226.00 No Ice 3.79 2.47 0.03 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 35 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 Sector Mount [SM502-3] (Verizon) C None 0.0000 226.00 No Ice 33.02 33.02 1.67 ***** FFV4-65C-R3-V1 (T-Mobile) A From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 21.12 9.32 0.19 FFV4-65C-R3-V1 (T-Mobile) B From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 21.12 9.32 0.19 FFV4-65C-R3-V1 (T-Mobile) C From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 21.12 9.32 0.19 AIR 6449 (T-Mobile) A From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 5.66 2.48 0.11 AIR 6449 (T-Mobile) B From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 5.66 2.48 0.11 AIR 6449 (T-Mobile) C From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 5.66 2.48 0.11 RRU 4449 (T-Mobile) A From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.97 1.41 0.07 RRU 4449 (T-Mobile) B From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.97 1.41 0.07 RRU 4449 (T-Mobile) C From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.97 1.41 0.07 RRU 4424 (T-Mobile) A From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 2.05 1.61 0.09 RRU 4424 (T-Mobile) B From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 2.05 1.61 0.09 RRU 4424 (T-Mobile) C From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 2.05 1.61 0.09 RRU 4415 (T-Mobile) A From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.84 0.82 0.05 RRU 4415 (T-Mobile) B From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.84 0.82 0.05 RRU 4415 (T-Mobile) C From Face 2.00 0.00 0.00 0.0000 210.00 No Ice 1.84 0.82 0.05 Sector Mount [SM502-3] (T-Mobile) A None 0.0000 210.00 No Ice 33.02 33.02 1.67 ***** (3) SBNHH-1D85B (AT&T) A From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 8.20 5.42 0.06 (3) SBNHH-1D85B (AT&T) B From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 8.20 5.42 0.06 (3) SBNHH-1D85B (AT&T) C From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 8.20 5.42 0.06 RRU 8843 B2/B66A (side) (AT&T) A From Face 3.00 0.00 0.0000 208.00 No Ice 1.35 1.64 0.07 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 36 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 RRU 8843 B2/B66A (side) (AT&T) B From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 1.35 1.64 0.07 RRU 8843 B2/B66A (side) (AT&T) C From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 1.35 1.64 0.07 RRU 4449 B5/B12 (side) (AT&T) A From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 1.41 1.97 0.07 RRU 4449 B5/B12 (side) (AT&T) B From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 1.41 1.97 0.07 RRU 4449 B5/B12 (side) (AT&T) C From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 1.41 1.97 0.07 RRUS-32 (side) (AT&T) A From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 2.51 3.31 0.08 RRUS-32 (side) (AT&T) B From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 2.51 3.31 0.08 RRUS-32 (side) (AT&T) C From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 2.51 3.31 0.08 Raycap DC6-48-60-18-8F (AT&T) A From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 0.92 0.92 0.03 DC6-48-60-18-8C-EV (AT&T) B From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 2.20 2.20 0.02 DC6-48-60-18-8C-EV (AT&T) C From Face 3.00 0.00 0.00 0.0000 208.00 No Ice 2.20 2.20 0.02 Sector Mount [SM410-3] (AT&T) C None 0.0000 208.00 No Ice 23.96 23.96 1.10 ***** DT465B (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 9.22 5.87 0.06 DT465B (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 9.22 5.87 0.06 DT465B (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 9.22 5.87 0.06 APXVSPP18-C-A20 (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 8.02 5.28 0.06 APXVSPP18-C-A20 (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 8.02 5.28 0.06 APXVSPP18-C-A20 (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 8.02 5.28 0.06 RRUS-82 (side) (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.43 2.97 0.06 RRUS-82 (side) (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.43 2.97 0.06 RRUS-82 (side) (Sprint) C From Leg 4.00 0.00 0.0000 175.00 No Ice 1.43 2.97 0.06 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 37 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 RRUS-11 (side) (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 RRUS-11 (side) (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 RRUS-11 (side) (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 FFHS Filter (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.00 0.26 0.02 FFHS Filter (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.00 0.26 0.02 FFHS Filter (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.00 0.26 0.02 RRUS-31 (side) (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.29 1.62 0.06 RRUS-31 (side) (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.29 1.62 0.06 RRUS-31 (side) (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.29 1.62 0.06 RRUS-11 (side) (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 RRUS-11 (side) (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 RRUS-11 (side) (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 1.30 2.52 0.05 800 SMR Filter (Sprint) A From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 0.26 0.72 0.02 800 SMR Filter (Sprint) B From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 0.26 0.72 0.02 800 SMR Filter (Sprint) C From Leg 4.00 0.00 0.00 0.0000 175.00 No Ice 0.26 0.72 0.02 Sector Mount [SM702-3] (Sprint) A None 0.0000 175.00 No Ice 37.40 37.40 0.52 ***** 3' Yagi C From Leg 2.00 0.00 0.00 0.0000 116.50 No Ice 0.60 0.60 0.02 Standoff 2' C From Leg 0.00 0.00 0.00 0.0000 116.50 No Ice 0.30 0.30 0.01 100A-4F-HW (CALVARY CHAPEL) A From Leg 0.00 0.00 0.00 0.0000 425.00 No Ice 8.70 15.80 0.10 CL-FMRX (CALVARY CHAPEL) C From Leg 0.00 0.00 0.00 0.0000 375.00 No Ice 3.54 4.82 0.02 ***** T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 38 Dishes Description Face or Leg Dish Type Offset Type Offsets: Horz Lateral Vert ft Azimuth Adjustment ° 3 dB Beam Width ° Elevation ft Outside Diameter ft Aperture Area ft2 Weight K GP6F-21A B Grid From Leg 0.00 0.00 0.00 0.0000 104.50 6.00 No Ice 28.30 0.20 GP6F-21A B Grid From Leg 0.00 0.00 0.00 0.0000 97.50 6.00 No Ice 28.30 0.20 Force Totals (Does not include forces on guys) Load Case Vertical Forces K Sum of Forces X K Sum of Forces Z K Sum of Torques kip-ft Leg Weight 20.10 Bracing Weight 11.48 Total Member Self-Weight 31.58 Guy Weight 12.00 Total Weight 64.56 Wind 0 deg - No Ice -0.07 -116.83 -10.81 Wind 30 deg - No Ice 57.30 -98.95 -18.86 Wind 60 deg - No Ice 98.45 -56.67 -29.68 Wind 90 deg - No Ice 114.20 0.07 -38.11 Wind 120 deg - No Ice 100.17 57.86 -27.78 Wind 150 deg - No Ice 58.38 101.03 -6.13 Wind 180 deg - No Ice 0.17 115.85 10.88 Wind 210 deg - No Ice -57.00 99.12 18.86 Wind 240 deg - No Ice -99.25 57.25 29.61 Wind 270 deg - No Ice -114.21 0.04 37.87 Wind 300 deg - No Ice -99.11 -57.25 27.78 Wind 330 deg - No Ice -58.29 -101.08 6.37 Total Weight 64.56 Wind 0 deg - Service -0.01 -16.43 -1.52 Wind 30 deg - Service 8.06 -13.91 -2.65 Wind 60 deg - Service 13.84 -7.97 -4.17 Wind 90 deg - Service 16.06 0.01 -5.36 Wind 120 deg - Service 14.09 8.14 -3.91 Wind 150 deg - Service 8.21 14.21 -0.86 Wind 180 deg - Service 0.02 16.29 1.53 Wind 210 deg - Service -8.02 13.94 2.65 Wind 240 deg - Service -13.96 8.05 4.16 Wind 270 deg - Service -16.06 0.01 5.33 Wind 300 deg - Service -13.94 -8.05 3.91 Wind 330 deg - Service -8.20 -14.21 0.90 Load Combinations Comb. No. Description T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 39 Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.0 Wind 30 deg - No Ice+1.0 Guy 4 1.2 Dead+1.0 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.0 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dead+1.0 Wind 120 deg - No Ice+1.0 Guy 7 1.2 Dead+1.0 Wind 150 deg - No Ice+1.0 Guy 8 1.2 Dead+1.0 Wind 180 deg - No Ice+1.0 Guy 9 1.2 Dead+1.0 Wind 210 deg - No Ice+1.0 Guy 10 1.2 Dead+1.0 Wind 240 deg - No Ice+1.0 Guy 11 1.2 Dead+1.0 Wind 270 deg - No Ice+1.0 Guy 12 1.2 Dead+1.0 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.0 Wind 330 deg - No Ice+1.0 Guy 14 Dead+Wind 0 deg - Service+Guy 15 Dead+Wind 30 deg - Service+Guy 16 Dead+Wind 60 deg - Service+Guy 17 Dead+Wind 90 deg - Service+Guy 18 Dead+Wind 120 deg - Service+Guy 19 Dead+Wind 150 deg - Service+Guy 20 Dead+Wind 180 deg - Service+Guy 21 Dead+Wind 210 deg - Service+Guy 22 Dead+Wind 240 deg - Service+Guy 23 Dead+Wind 270 deg - Service+Guy 24 Dead+Wind 300 deg - Service+Guy 25 Dead+Wind 330 deg - Service+Guy Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Mast Max. Vert 2 369.05 -0.04 1.92 Max. Hx 12 329.33 2.69 1.57 Max. Hz 2 369.05 -0.04 1.92 Max. Mx 1 0.00 -0.02 -0.00 Max. Mz 1 0.00 -0.02 -0.00 Max. Torsion 5 10.10 -2.32 0.63 Min. Vert 1 175.48 -0.02 -0.00 Min. Hx 4 329.44 -2.71 1.60 Min. Hz 8 330.04 0.02 -3.26 Min. Mx 1 0.00 -0.02 -0.00 Min. Mz 1 0.00 -0.02 -0.00 Min. Torsion 11 -10.03 2.27 0.60 Guy C @ 250 ft Elev 0 ft Azimuth 240 deg Max. Vert 10 -17.93 -7.90 4.56 Max. Hx 10 -17.93 -7.90 4.56 Max. Hz 3 -160.15 -145.62 88.98 Min. Vert 4 -162.92 -150.58 87.01 Min. Hx 4 -162.92 -150.58 87.01 Min. Hz 10 -17.93 -7.90 4.56 Guy B @ 250 ft Elev 0 ft Azimuth 120 deg Max. Vert 6 -18.01 7.90 4.56 Max. Hx 12 -162.76 151.25 87.39 Max. Hz 13 -160.50 147.84 90.26 Min. Vert 12 -162.76 151.25 87.39 Min. Hx 6 -18.01 7.90 4.56 Min. Hz 6 -18.01 7.90 4.56 Guy A @ 250 ft Elev 0 ft Azimuth 0 deg Max. Vert 2 -17.92 -0.00 -9.06 Max. Hx 11 -92.40 8.90 -93.24 Max. Hz 2 -17.92 -0.00 -9.06 Min. Vert 8 -163.76 0.02 -175.79 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 40 Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Min. Hx 5 -92.09 -8.89 -93.31 Min. Hz 8 -163.76 0.02 -175.79 Tower Mast Reaction Summary Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 175.48 0.02 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg - No Ice+1.0 Guy 369.05 0.04 -1.92 0.00 0.00 -6.02 1.2 Dead+1.0 Wind 30 deg - No Ice+1.0 Guy 352.24 1.73 -1.77 0.00 0.00 -6.26 1.2 Dead+1.0 Wind 60 deg - No Ice+1.0 Guy 329.44 2.71 -1.60 0.00 0.00 -8.75 1.2 Dead+1.0 Wind 90 deg - No Ice+1.0 Guy 351.48 2.32 -0.63 0.00 0.00 -10.10 1.2 Dead+1.0 Wind 120 deg - No Ice+1.0 Guy 367.16 1.61 0.91 0.00 0.00 -5.09 1.2 Dead+1.0 Wind 150 deg - No Ice+1.0 Guy 352.82 0.63 2.40 0.00 0.00 2.26 1.2 Dead+1.0 Wind 180 deg - No Ice+1.0 Guy 330.04 -0.02 3.26 0.00 0.00 6.38 1.2 Dead+1.0 Wind 210 deg - No Ice+1.0 Guy 352.23 -0.65 2.36 0.00 0.00 6.26 1.2 Dead+1.0 Wind 240 deg - No Ice+1.0 Guy 367.21 -1.61 0.96 0.00 0.00 8.13 1.2 Dead+1.0 Wind 270 deg - No Ice+1.0 Guy 351.69 -2.27 -0.60 0.00 0.00 10.03 1.2 Dead+1.0 Wind 300 deg - No Ice+1.0 Guy 329.33 -2.69 -1.57 0.00 0.00 5.63 1.2 Dead+1.0 Wind 330 deg - No Ice+1.0 Guy 353.04 -1.72 -1.73 0.00 0.00 -2.18 Dead+Wind 0 deg - Service+Guy 179.38 0.02 -0.66 0.00 0.00 -1.06 Dead+Wind 30 deg - Service+Guy 179.47 0.34 -0.55 0.00 0.00 -1.10 Dead+Wind 60 deg - Service+Guy 179.63 0.56 -0.31 0.00 0.00 -1.57 Dead+Wind 90 deg - Service+Guy 179.50 0.65 0.01 0.00 0.00 -1.96 Dead+Wind 120 deg - Service+Guy 179.39 0.57 0.32 0.00 0.00 -1.08 Dead+Wind 150 deg - Service+Guy 179.50 0.36 0.57 0.00 0.00 0.33 Dead+Wind 180 deg - Service+Guy 179.64 0.02 0.65 0.00 0.00 1.06 Dead+Wind 210 deg - Service+Guy 179.48 -0.30 0.55 0.00 0.00 1.10 Dead+Wind 240 deg - Service+Guy 179.37 -0.52 0.32 0.00 0.00 1.56 Dead+Wind 270 deg - Service+Guy 179.50 -0.60 0.01 0.00 0.00 1.95 Dead+Wind 300 deg - Service+Guy 179.64 -0.52 -0.31 0.00 0.00 1.09 Dead+Wind 330 deg - Service+Guy 179.49 -0.30 -0.57 0.00 0.00 -0.32 Solution Summary T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 41 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 1 0.00 -64.56 0.00 0.00 64.56 -0.00 0.002% 2 -0.07 -76.52 -151.42 0.07 76.52 151.40 0.011% 3 74.56 -75.07 -128.85 -74.57 75.07 128.83 0.010% 4 128.41 -73.62 -73.97 -128.42 73.62 73.96 0.007% 5 148.73 -75.07 0.07 -148.72 75.07 -0.06 0.010% 6 130.12 -76.52 75.15 -130.10 76.52 -75.14 0.011% 7 75.65 -75.07 130.93 -75.63 75.07 -130.92 0.010% 8 0.17 -73.62 150.43 -0.18 73.62 -150.45 0.008% 9 -74.26 -75.07 129.02 74.25 75.07 -129.01 0.010% 10 -129.21 -76.52 74.54 129.19 76.52 -74.53 0.011% 11 -148.73 -75.07 0.04 148.72 75.07 -0.02 0.010% 12 -129.06 -73.62 -74.54 129.07 73.62 74.54 0.007% 13 -75.55 -75.07 -130.98 75.56 75.07 130.96 0.010% 14 -0.01 -64.76 -21.29 0.01 64.76 21.29 0.001% 15 10.49 -64.56 -18.12 -10.48 64.56 18.12 0.002% 16 18.06 -64.35 -10.40 -18.06 64.35 10.40 0.002% 17 20.91 -64.56 0.01 -20.91 64.56 -0.01 0.002% 18 18.30 -64.76 10.57 -18.30 64.76 -10.57 0.001% 19 10.64 -64.56 18.41 -10.64 64.56 -18.41 0.002% 20 0.02 -64.35 21.15 -0.02 64.35 -21.15 0.002% 21 -10.44 -64.56 18.14 10.44 64.56 -18.14 0.002% 22 -18.17 -64.76 10.48 18.17 64.76 -10.48 0.001% 23 -20.91 -64.56 0.01 20.91 64.56 -0.01 0.002% 24 -18.15 -64.35 -10.48 18.15 64.35 10.48 0.002% 25 -10.62 -64.56 -18.42 10.62 64.56 18.42 0.002% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 10 0.00000001 0.00003658 2 Yes 60 0.00014254 0.00010335 3 Yes 60 0.00014582 0.00008858 4 Yes 32 0.00013857 0.00009657 5 Yes 60 0.00014510 0.00009694 6 Yes 60 0.00014203 0.00010982 7 Yes 60 0.00014645 0.00009035 8 Yes 30 0.00014363 0.00011297 9 Yes 60 0.00014590 0.00008868 10 Yes 60 0.00014195 0.00010541 11 Yes 60 0.00014510 0.00009755 12 Yes 30 0.00013756 0.00013944 13 Yes 60 0.00014638 0.00009106 14 Yes 21 0.00000001 0.00001938 15 Yes 25 0.00014379 0.00002154 16 Yes 26 0.00012605 0.00002186 17 Yes 25 0.00014828 0.00002248 18 Yes 21 0.00000001 0.00002007 19 Yes 25 0.00014647 0.00002187 20 Yes 26 0.00012698 0.00002192 21 Yes 25 0.00014352 0.00002150 22 Yes 21 0.00000001 0.00001991 23 Yes 25 0.00014090 0.00002133 24 Yes 26 0.00012478 0.00002161 25 Yes 25 0.00013939 0.00002079 Bolt Design Data T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 42 Section No. Elevation ft Component Type Bolt Grade Bolt Size in Number Of Bolts Maximum Load per Bolt K Allowable Load per Bolt K Ratio Load Allowable Allowable Ratio Criteria L1 480 Latticed Pole Leg A325X 0.6250 5 0.00 20.34 0.000 1 Bolt Tension L2 460 Latticed Pole Leg A325X 0.6250 5 1.92 20.34 0.094 1 Bolt Tension L3 440 Latticed Pole Leg A325N 0.6250 5 3.39 20.34 0.167 1 Bolt Tension T1 400 Leg A325X 0.6250 5 4.37 20.34 0.215 1 Bolt Tension T2 380 Leg A325X 0.6250 5 3.50 20.34 0.172 1 Bolt Tension T3 360 Leg A325X 0.6250 5 3.81 20.34 0.187 1 Bolt Tension T4 340 Leg A325X 0.6250 5 3.75 20.34 0.184 1 Bolt Tension Top Guy Pull- Off@338 A325N 1.0000 1 8.00 35.34 0.226 1 Bolt Shear T5 320 Leg A325X 0.6250 5 4.40 20.34 0.216 1 Bolt Tension T6 300 Leg A325X 0.6250 5 4.29 20.34 0.211 1 Bolt Tension T7 280 Leg A325X 0.6250 5 6.21 20.34 0.305 1 Bolt Tension T8 260 Leg A325X 0.6250 5 5.32 20.34 0.261 1 Bolt Tension T9 240 Leg A325X 0.6250 5 5.92 20.34 0.291 1 Bolt Tension T10 220 Leg A325X 0.6250 5 7.04 20.34 0.346 1 Bolt Tension T11 200 Leg A325X 0.6250 5 7.57 20.34 0.372 1 Bolt Tension T12 192.5 Leg A325X 0.6250 5 6.33 20.34 0.311 1 Bolt Tension T13 180 Leg A325X 0.6250 5 7.95 20.34 0.391 1 Bolt Tension T14 160 Leg A325X 0.6250 5 9.32 20.34 0.458 1 Bolt Tension T15 140 Leg A325X 0.6250 5 11.49 20.34 0.565 1 Bolt Tension T16 120 Leg A325X 0.6250 5 8.83 20.34 0.434 1 Bolt Tension T17 100 Leg A325X 0.6250 5 8.63 20.34 0.424 1 Bolt Tension T18 80 Leg A325X 0.6250 5 7.91 20.34 0.389 1 Bolt Tension T19 60 Leg A325X 0.6250 5 8.33 20.34 0.410 1 Bolt Tension T20 40 Leg A325X 0.6250 5 9.81 20.34 0.482 1 Bolt Tension T21 20 Leg A325X 0.6250 5 9.63 20.34 0.473 1 Bolt Tension T22 4.66667 Leg A325X 0.6250 5 8.10 20.34 0.398 1 Bolt Tension Guy Design Data Section No. Elevation ft Size Initial Tension K Breaking Load K Actual Tu K Allowable Tn K Required S.F. Actual S.F. L2 441.00 (A) (1590) 13/16 BS 8.00 80.00 35.57 48.00 1.000 1.350 441.00 (B) (1589) 13/16 BS 8.00 80.00 35.35 48.00 1.000 1.358 441.00 (C) (1585) 13/16 BS 8.00 80.00 35.56 48.00 1.000 1.350 T1 398.00 (A) (1606) 11/16 EHS 5.00 50.00 22.98 30.00 1.000 1.305 398.00 (A) (1607) 11/16 EHS 5.00 50.00 22.64 30.00 1.000 1.325 398.00 (B) (1600) 11/16 EHS 5.00 50.00 22.12 30.00 1.000 1.356 398.00 (B) 11/16 EHS 5.00 50.00 23.34 30.00 1.000 1.285 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 43 Section No. Elevation ft Size Initial Tension K Breaking Load K Actual Tu K Allowable Tn K Required S.F. Actual S.F. (1601) 398.00 (C) (1591) 11/16 EHS 5.00 50.00 23.25 30.00 1.000 1.291 398.00 (C) (1592) 11/16 EHS 5.00 50.00 22.48 30.00 1.000 1.334 T4 338.00 (A) (1617) 11/16 EHS 5.00 50.00 23.56 30.00 1.000 1.273 338.00 (B) (1616) 11/16 EHS 5.00 50.00 23.53 30.00 1.000 1.275 338.00 (C) (1612) 11/16 EHS 5.00 50.00 23.66 30.00 1.000 1.268 T7 278.80 (A) (1623) 3/4 BS 6.12 68.00 30.56 40.80 1.000 1.335 278.80 (B) (1622) 3/4 BS 6.12 68.00 30.45 40.80 1.000 1.340 278.80 (C) (1618) 3/4 BS 6.12 68.00 30.63 40.80 1.000 1.332 T9 222.50 (A) (1629) 11/16 BS 5.80 58.00 27.56 34.80 1.000 1.263 222.50 (B) (1628) 11/16 BS 5.80 58.00 27.26 34.80 1.000 1.276 222.50 (C) (1624) 11/16 BS 5.80 58.00 27.35 34.80 1.000 1.272 T13 176.50 (A) (1635) 13/16 BS 7.20 80.00 33.36 48.00 1.000 1.439 176.50 (B) (1634) 13/16 BS 7.20 80.00 33.36 48.00 1.000 1.439 176.50 (C) (1630) 13/16 BS 7.20 80.00 32.74 48.00 1.000 1.466 T15 137.33 (A) (1641) 13/16 BS 8.00 80.00 29.96 48.00 1.000 1.602 137.33 (B) (1640) 13/16 BS 8.00 80.00 29.95 48.00 1.000 1.602 137.33 (C) (1636) 13/16 BS 8.00 80.00 28.86 48.00 1.000 1.663 T18 69.00 (A) (1647) 13/16 BS 7.20 80.00 23.92 48.00 1.000 2.007 69.00 (B) (1646) 13/16 BS 7.20 80.00 23.87 48.00 1.000 2.011 69.00 (C) (1642) 13/16 BS 7.20 80.00 23.18 48.00 1.000 2.071 Compression Checks Leg Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 1 1/2 20.00 1.65 52.7 K=1.00 1.7672 -9.22 64.92 0.142 1 L2 460 - 440 2SR + Half 2XX Pipe 20.00 0.88 18.9 K=1.00 4.2400 -50.48 185.89 0.272 1 L3 440 - 420 2SR + Half 2STD Pipe 20.00 1.65 37.3 K=1.00 3.6700 -49.85 149.21 0.334 1 L4 420 - 400 2 1/2 20.00 0.13 2.4 K=1.00 4.9087 -99.01 220.80 0.448 1 T1 400 - 380 2 1/4 20.00 2.33 49.8 3.9761 -63.55 149.27 0.426 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 44 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn K=1.00 T2 380 - 360 2 20.00 2.33 56.0 K=1.00 3.1416 -57.93 112.40 0.515 1 T3 360 - 340 2 20.00 2.33 56.0 K=1.00 3.1416 -56.51 112.40 0.503 1 T4 340 - 320 2 20.00 2.33 56.0 K=1.00 3.1416 -65.88 112.40 0.586 1 T5 320 - 300 2 20.00 2.33 56.0 K=1.00 3.1416 -65.89 112.40 0.586 1 T6 300 - 280 2 20.00 2.33 56.0 K=1.00 3.1416 -89.59 112.40 0.797 1 T7 280 - 260 2 1/4 20.00 2.33 49.8 K=1.00 3.9761 -93.28 149.27 0.625 1 T8 260 - 240 2 1/4 20.00 2.33 49.8 K=1.00 3.9761 -87.99 149.27 0.589 1 T9 240 - 220 2 1/4 20.00 1.50 32.0 K=1.00 3.9761 -102.39 166.02 0.617 1 T10 220 - 200 2 1/4 20.00 2.33 49.8 K=1.00 3.9761 -124.01 149.27 0.831 1 T11 200 - 192.5 2 1/4 7.50 2.39 51.0 K=1.00 3.9761 -108.65 147.98 0.734 1 T12 192.5 - 180 2 1/4 12.50 2.30 49.1 K=1.00 3.9761 -111.12 150.04 0.741 1 T13 180 - 160 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -137.46 190.74 0.721 1 T14 160 - 140 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -168.03 190.74 0.881 1 T15 140 - 120 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -175.87 190.74 0.922 1 T16 120 - 100 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -128.30 190.74 0.673 1 T17 100 - 80 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -130.60 190.74 0.685 1 T18 80 - 60 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -127.89 190.74 0.670 1 T19 60 - 40 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -145.60 190.74 0.763 1 T20 40 - 20 2 1/2 20.00 2.33 44.8 K=1.00 4.9087 -149.44 190.74 0.783 1 T21 20 - 4.66667 2 1/2 15.33 2.33 44.8 K=1.00 4.9087 -142.30 190.74 0.746 1 T22 4.66667 - 0 2 1/2 5.21 1.24 23.8 K=1.00 4.9087 -144.18 211.93 0.680 1 1 P u / Pn controls Diagonal Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 1/2 2.59 1.21 81.6 K=0.70 0.1963 -0.68 4.48 0.151 1 L2 460 - 440 0.5625SR + 0.75SR 2.59 1.16 57.5 K=0.70 0.6800 -2.23 18.51 0.120 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 45 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L3 440 - 420 9/16 2.59 1.18 70.4 K=0.70 0.2485 -1.55 6.20 0.249 1 L4 420 - 400 3/4 2.59 1.16 52.0 K=0.70 0.4418 -2.31 12.42 0.186 1 T1 400 - 380 7/8 4.63 2.21 84.7 K=0.70 0.6013 -2.82 13.35 0.211 1 T2 380 - 360 3/4 4.63 2.22 99.4 K=0.70 0.4418 -2.46 8.51 0.289 1 T3 360 - 340 3/4 4.63 2.22 99.4 K=0.70 0.4418 -3.62 8.51 0.426 1 T4 340 - 320 3/4 4.63 2.22 99.4 K=0.70 0.4418 -3.25 8.51 0.383 1 T5 320 - 300 3/4 4.63 2.22 99.4 K=0.70 0.4418 -2.84 8.51 0.333 1 T6 300 - 280 3/4 4.63 2.22 99.4 K=0.70 0.4418 -4.72 8.51 0.555 1 T7 280 - 260 3/4 4.63 2.21 98.9 K=0.70 0.4418 -4.01 8.56 0.468 1 T8 260 - 240 3/4 4.63 2.21 98.9 K=0.70 0.4418 -3.85 8.56 0.450 1 T9 240 - 220 3/4 4.63 2.21 98.9 K=0.70 0.4418 -5.69 8.56 0.665 1 T10 220 - 200 3/4 4.63 2.21 98.9 K=0.70 0.4418 -6.42 8.56 0.750 1 T11 200 - 192.5 3/4 4.66 2.22 99.5 K=0.70 0.4418 -7.78 8.50 0.915 1 T12 192.5 - 180 0.75SR+0.75SR 4.61 2.20 140.7 K=1.00 0.8840 -9.64 10.09 0.955 1 T13 180 - 160 0.75SR+0.75SR 4.63 2.19 140.4 K=1.00 0.8840 -9.91 10.13 0.978 1 T14 160 - 140 3/4 4.63 2.19 98.3 K=0.70 0.4418 -4.95 8.60 0.575 1 T15 140 - 120 3/4 4.63 2.19 98.3 K=0.70 0.4418 -5.88 8.60 0.684 1 T16 120 - 100 3/4 4.63 2.19 98.3 K=0.70 0.4418 -5.20 8.60 0.604 1 T17 100 - 80 3/4 4.63 2.19 98.3 K=0.70 0.4418 -3.84 8.60 0.447 1 T18 80 - 60 3/4 4.63 2.19 98.3 K=0.70 0.4418 -5.73 8.60 0.666 1 T19 60 - 40 3/4 4.63 2.19 98.3 K=0.70 0.4418 -5.46 8.60 0.635 1 T20 40 - 20 3/4 4.63 2.19 98.3 K=0.70 0.4418 -3.74 8.60 0.435 1 T21 20 - 4.66667 3/4 4.63 2.19 98.3 K=0.70 0.4418 -6.12 8.60 0.712 1 T22 4.66667 - 0 3/4 1.76 1.06 47.4 K=0.70 0.4418 -9.50 12.72 0.747 1 1 P u / Pn controls Secondary Horizontal Design Data (Compression) T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 46 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L2 460 - 440 3/4 2.00 1.80 80.5 K=0.70 0.4418 -0.87 12.38 0.071 1 T11 200 - 192.5 3/4 4.00 3.81 170.8 K=0.70 0.4418 -2.25 3.42 0.657 1 1 P u / Pn controls Top Girt Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 3/4 2.00 1.88 84.0 K=0.70 0.4418 -0.04 11.87 0.003 1 L2 460 - 440 3/4 2.00 1.80 80.5 K=0.70 0.4418 -0.02 12.38 0.001 1 L3 440 - 420 3/4 2.00 1.82 81.6 K=0.70 0.4418 -0.34 12.22 0.028 1 T1 400 - 380 1 4.00 3.81 128.1 K=0.70 0.7854 -0.13 10.81 0.012 1 T2 380 - 360 1 4.00 3.83 128.8 K=0.70 0.7854 -0.50 10.70 0.047 1 T3 360 - 340 1 4.00 3.83 128.8 K=0.70 0.7854 -0.18 10.70 0.016 1 T4 340 - 320 1 4.00 3.83 128.8 K=0.70 0.7854 -1.36 10.70 0.128 1 T6 300 - 280 1 4.00 3.83 128.8 K=0.70 0.7854 -0.96 10.70 0.089 1 T7 280 - 260 1 4.00 3.81 128.1 K=0.70 0.7854 -1.47 10.81 0.136 1 T8 260 - 240 1 4.00 3.81 128.1 K=0.70 0.7854 -0.78 10.81 0.073 1 T10 220 - 200 1 4.00 3.81 128.1 K=0.70 0.7854 -1.78 10.81 0.165 1 T11 200 - 192.5 1 4.00 3.81 128.1 K=0.70 0.7854 -1.34 10.81 0.124 1 T13 180 - 160 1 4.00 3.79 127.4 K=0.70 0.7854 -2.43 10.93 0.222 1 T15 140 - 120 1 4.00 3.79 127.4 K=0.70 0.7854 -0.22 10.93 0.020 1 T16 120 - 100 1 4.00 3.79 127.4 K=0.70 0.7854 -1.37 10.93 0.125 1 T18 80 - 60 1 4.00 3.79 127.4 K=0.70 0.7854 -0.80 10.93 0.073 1 T19 60 - 40 1 4.00 3.79 127.4 K=0.70 0.7854 -1.00 10.93 0.092 1 T21 20 - 4.66667 1 4.00 3.79 127.4 K=0.70 0.7854 -0.33 10.93 0.031 1 1 P u / Pn controls Bottom Girt Design Data (Compression) T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 47 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 7/8 2.00 1.88 72.0 K=0.70 0.6013 -0.14 18.52 0.008 1 L3 440 - 420 7/8 2.00 1.82 69.9 K=0.70 0.6013 -0.07 18.93 0.004 1 T1 400 - 380 1 4.00 3.81 128.1 K=0.70 0.7854 -0.51 10.81 0.047 1 T3 360 - 340 1 4.00 3.83 128.8 K=0.70 0.7854 -1.18 10.70 0.110 1 T5 320 - 300 1 4.00 3.83 128.8 K=0.70 0.7854 -0.78 10.70 0.072 1 T6 300 - 280 1 4.00 3.83 128.8 K=0.70 0.7854 -2.01 10.70 0.188 1 T7 280 - 260 1 4.00 3.81 128.1 K=0.70 0.7854 -0.77 10.81 0.071 1 T8 260 - 240 1 4.00 3.81 128.1 K=0.70 0.7854 -0.02 10.81 0.001 1 T9 240 - 220 1 4.00 3.81 128.1 K=0.70 0.7854 -2.42 10.81 0.224 1 T10 220 - 200 1 4.00 3.81 128.1 K=0.70 0.7854 -1.11 10.81 0.103 1 T12 192.5 - 180 1 4.00 3.81 128.1 K=0.70 0.7854 -0.90 10.81 0.083 1 T13 180 - 160 1 4.00 3.79 127.4 K=0.70 0.7854 -0.12 10.93 0.011 1 T14 160 - 140 1 4.00 3.79 127.4 K=0.70 0.7854 -1.71 10.93 0.156 1 T15 140 - 120 1 4.00 3.79 127.4 K=0.70 0.7854 -1.27 10.93 0.116 1 T17 100 - 80 1 4.00 3.79 127.4 K=0.70 0.7854 -0.57 10.93 0.052 1 T18 80 - 60 1 4.00 3.79 127.4 K=0.70 0.7854 -1.13 10.93 0.103 1 T19 60 - 40 1 4.00 3.79 127.4 K=0.70 0.7854 -0.05 10.93 0.004 1 T20 40 - 20 1 4.00 3.79 127.4 K=0.70 0.7854 -0.05 10.93 0.005 1 1 P u / Pn controls Mid Girt Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 3/4 2.00 1.88 84.0 K=0.70 0.4418 -0.02 11.87 0.002 1 L2 460 - 440 3/4 2.00 1.80 80.5 K=0.70 0.4418 -0.28 12.38 0.022 1 L4 420 - 400 3/4 2.00 1.79 80.3 K=0.70 0.4418 -0.09 12.41 0.008 1 1 P u / Pn controls T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 48 Torque-Arm Bottom Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 400 - 380 (1598) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -19.30 72.76 0.265 1 T1 400 - 380 (1599) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -18.66 72.76 0.257 1 T1 400 - 380 (1604) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -18.19 72.76 0.250 1 T1 400 - 380 (1605) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -18.60 72.76 0.256 1 T1 400 - 380 (1610) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -19.51 72.76 0.268 1 T1 400 - 380 (1611) 2 1/4 5.00 4.88 104.2 K=1.00 3.9761 -19.13 72.76 0.263 1 1 P u / Pn controls Tension Checks Leg Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 1 1/2 20.00 0.13 4.0 1.7672 9.59 79.52 0.121 1 L2 460 - 440 2SR + Half 2XX Pipe 20.00 0.77 16.6 4.2400 41.33 190.80 0.217 1 L3 440 - 420 2SR + Half 2STD Pipe 20.00 0.13 2.8 3.6700 9.22 165.15 0.056 1 L4 420 - 400 2 1/2 20.00 1.65 31.6 4.9087 24.12 220.89 0.109 1 1 P u / Pn controls Diagonal Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 1/2 2.59 1.21 116.6 0.1963 0.67 6.36 0.106 1 L2 460 - 440 0.5625SR + 0.75SR 2.59 1.16 82.1 0.6800 2.54 22.03 0.115 1 L3 440 - 420 9/16 2.59 1.18 100.6 0.2485 1.21 8.05 0.150 1 L4 420 - 400 3/4 2.59 1.16 74.3 0.4418 2.31 14.31 0.161 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 49 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 400 - 380 7/8 4.63 2.21 121.1 0.6013 2.52 19.48 0.129 1 T2 380 - 360 3/4 4.63 2.22 142.0 0.4418 2.08 14.31 0.146 1 T3 360 - 340 3/4 4.63 2.22 142.0 0.4418 3.37 14.31 0.235 1 T4 340 - 320 3/4 4.63 2.22 142.0 0.4418 2.58 14.31 0.180 1 T5 320 - 300 3/4 4.63 2.22 142.0 0.4418 2.71 14.31 0.189 1 T6 300 - 280 3/4 4.63 2.22 142.0 0.4418 4.59 14.31 0.321 1 T7 280 - 260 3/4 4.63 2.21 141.2 0.4418 4.22 14.31 0.295 1 T8 260 - 240 3/4 4.63 2.21 141.2 0.4418 3.24 14.31 0.226 1 T9 240 - 220 3/4 4.63 2.21 141.2 0.4418 4.71 14.31 0.329 1 T10 220 - 200 3/4 4.63 2.21 141.2 0.4418 6.08 14.31 0.425 1 T11 200 - 192.5 3/4 4.66 2.22 142.1 0.4418 6.01 14.31 0.420 1 T12 192.5 - 180 0.75SR+0.75SR 4.61 2.20 140.7 0.8840 5.84 28.64 0.204 1 T13 180 - 160 0.75SR+0.75SR 4.63 2.19 140.4 0.8840 8.58 28.64 0.300 1 T14 160 - 140 3/4 4.63 2.19 140.5 0.4418 4.07 14.31 0.285 1 T15 140 - 120 3/4 4.63 2.19 140.5 0.4418 4.60 14.31 0.321 1 T16 120 - 100 3/4 4.63 2.19 140.5 0.4418 4.25 14.31 0.297 1 T17 100 - 80 3/4 4.63 2.19 140.5 0.4418 3.08 14.31 0.215 1 T18 80 - 60 3/4 4.63 2.19 140.5 0.4418 4.59 14.31 0.321 1 T19 60 - 40 3/4 4.63 2.19 140.5 0.4418 4.42 14.31 0.309 1 T20 40 - 20 3/4 4.63 2.19 140.5 0.4418 2.78 14.31 0.194 1 T21 20 - 4.66667 3/4 4.63 2.19 140.5 0.4418 4.84 14.31 0.338 1 T22 4.66667 - 0 3/4 1.76 1.06 67.7 0.4418 4.74 14.31 0.331 1 1 P u / Pn controls Horizontal Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T12 192.5 - 180 3/4 4.00 3.81 244.0 0.4418 3.45 19.88 0.174 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 50 1 P u / Pn controls Secondary Horizontal Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L2 460 - 440 3/4 2.00 1.80 115.0 0.4418 3.19 19.88 0.161 1 T11 200 - 192.5 3/4 4.00 3.81 244.0 0.4418 3.69 19.88 0.186 1 1 P u / Pn controls Top Girt Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 3/4 2.00 1.88 120.0 0.4418 0.04 19.88 0.002 1 L2 460 - 440 3/4 2.00 1.80 115.0 0.4418 0.02 19.88 0.001 1 L3 440 - 420 3/4 2.00 1.82 116.5 0.4418 0.48 19.88 0.024 1 L4 420 - 400 3/4 2.00 1.79 114.7 0.4418 0.22 19.88 0.011 1 T1 400 - 380 1 4.00 3.81 183.0 0.7854 0.39 35.34 0.011 1 T2 380 - 360 1 4.00 3.83 184.0 0.7854 0.69 35.34 0.019 1 T3 360 - 340 1 4.00 3.83 184.0 0.7854 0.34 35.34 0.010 1 T4 340 - 320 1 4.00 3.83 184.0 0.7854 1.59 35.34 0.045 1 T5 320 - 300 1 4.00 3.83 184.0 0.7854 0.28 35.34 0.008 1 T6 300 - 280 1 4.00 3.83 184.0 0.7854 1.18 35.34 0.033 1 T7 280 - 260 1 4.00 3.81 183.0 0.7854 1.94 35.34 0.055 1 T8 260 - 240 1 4.00 3.81 183.0 0.7854 1.26 35.34 0.036 1 T9 240 - 220 1 4.00 3.81 183.0 0.7854 0.41 35.34 0.012 1 T10 220 - 200 1 4.00 3.81 183.0 0.7854 2.72 35.34 0.077 1 T11 200 - 192.5 1 4.00 3.81 183.0 0.7854 2.41 35.34 0.068 1 T13 180 - 160 1 4.00 3.79 182.0 0.7854 4.14 35.34 0.117 1 T14 160 - 140 1 4.00 3.79 182.0 0.7854 1.06 35.34 0.030 1 T15 140 - 120 1 4.00 3.79 182.0 0.7854 1.71 35.34 0.048 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 51 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T16 120 - 100 1 4.00 3.79 182.0 0.7854 2.16 35.34 0.061 1 T17 100 - 80 1 4.00 3.79 182.0 0.7854 0.71 35.34 0.020 1 T18 80 - 60 1 4.00 3.79 182.0 0.7854 1.68 35.34 0.047 1 T19 60 - 40 1 4.00 3.79 182.0 0.7854 1.98 35.34 0.056 1 T20 40 - 20 1 4.00 3.79 182.0 0.7854 0.79 35.34 0.022 1 T21 20 - 4.66667 1 4.00 3.79 182.0 0.7854 1.44 35.34 0.041 1 T22 4.66667 - 0 1 3.71 3.51 168.3 0.7854 28.50 35.34 0.806 1 1 P u / Pn controls Bottom Girt Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 7/8 2.00 1.88 102.9 0.6013 0.15 27.06 0.005 1 L2 460 - 440 7/8 2.00 1.80 98.6 0.6013 0.31 27.06 0.012 1 L3 440 - 420 7/8 2.00 1.82 99.9 0.6013 0.30 27.06 0.011 1 L4 420 - 400 7/8 2.00 1.79 98.3 0.6013 1.34 27.06 0.050 1 T1 400 - 380 1 4.00 3.81 183.0 0.7854 0.98 35.34 0.028 1 T2 380 - 360 1 4.00 3.83 184.0 0.7854 0.36 35.34 0.010 1 T3 360 - 340 1 4.00 3.83 184.0 0.7854 1.65 35.34 0.047 1 T4 340 - 320 1 4.00 3.83 184.0 0.7854 0.31 35.34 0.009 1 T5 320 - 300 1 4.00 3.83 184.0 0.7854 1.33 35.34 0.038 1 T6 300 - 280 1 4.00 3.83 184.0 0.7854 2.37 35.34 0.067 1 T7 280 - 260 1 4.00 3.81 183.0 0.7854 1.43 35.34 0.041 1 T8 260 - 240 1 4.00 3.81 183.0 0.7854 0.64 35.34 0.018 1 T9 240 - 220 1 4.00 3.81 183.0 0.7854 2.87 35.34 0.081 1 T10 220 - 200 1 4.00 3.81 183.0 0.7854 1.92 35.34 0.054 1 T12 192.5 - 180 1 4.00 3.81 183.0 0.7854 3.95 35.34 0.112 1 T13 180 - 160 1 4.00 3.79 182.0 0.7854 1.23 35.34 0.035 1 T14 160 - 140 1 4.00 3.79 182.0 0.7854 2.40 35.34 0.068 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 52 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T15 140 - 120 1 4.00 3.79 182.0 0.7854 2.36 35.34 0.067 1 T16 120 - 100 1 4.00 3.79 182.0 0.7854 0.95 35.34 0.027 1 T17 100 - 80 1 4.00 3.79 182.0 0.7854 1.62 35.34 0.046 1 T18 80 - 60 1 4.00 3.79 182.0 0.7854 2.24 35.34 0.063 1 T19 60 - 40 1 4.00 3.79 182.0 0.7854 1.09 35.34 0.031 1 T20 40 - 20 1 4.00 3.79 182.0 0.7854 1.13 35.34 0.032 1 T21 20 - 4.66667 1 4.00 3.79 182.0 0.7854 10.34 35.34 0.292 1 T22 4.66667 - 0 1 0.86 0.65 31.1 0.7854 4.40 35.34 0.125 1 1 P u / Pn controls Mid Girt Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 480 - 460 3/4 2.00 1.88 120.0 0.4418 0.03 19.88 0.001 1 L2 460 - 440 3/4 2.00 1.80 115.0 0.4418 0.27 19.88 0.013 1 L3 440 - 420 3/4 2.00 1.82 116.5 0.4418 0.42 19.88 0.021 1 L4 420 - 400 3/4 2.00 1.79 114.7 0.4418 0.59 19.88 0.030 1 T1 400 - 380 1 4.00 3.81 183.0 0.7854 0.46 35.34 0.013 1 T2 380 - 360 1 4.00 3.83 184.0 0.7854 0.39 35.34 0.011 1 T3 360 - 340 1 4.00 3.83 184.0 0.7854 0.41 35.34 0.012 1 T4 340 - 320 1 4.00 3.83 184.0 0.7854 0.71 35.34 0.020 1 T5 320 - 300 1 4.00 3.83 184.0 0.7854 0.44 35.34 0.013 1 T6 300 - 280 1 4.00 3.83 184.0 0.7854 0.58 35.34 0.016 1 T7 280 - 260 1 4.00 3.81 183.0 0.7854 0.77 35.34 0.022 1 T8 260 - 240 1 4.00 3.81 183.0 0.7854 0.73 35.34 0.021 1 T9 240 - 220 1 4.00 3.81 183.0 0.7854 0.97 35.34 0.028 1 T10 220 - 200 1 4.00 3.81 183.0 0.7854 1.23 35.34 0.035 1 T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 53 1 P u / Pn controls Top Guy Pull-Off Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L2 460 - 440 1 1/4 2.00 1.80 69.0 1.2272 6.52 55.22 0.118 1 L4 420 - 400 1 1/4 2.00 1.79 68.8 1.2272 2.74 55.22 0.050 1 T4 340 - 320 1 1/4 4.00 3.83 147.2 1.2272 8.00 55.22 0.145 1 T7 280 - 260 1 1/4 4.00 3.81 146.4 1.2272 11.69 55.22 0.212 1 T9 240 - 220 1 1/4 4.00 3.81 146.4 1.2272 11.30 55.22 0.205 1 T13 180 - 160 1 1/4 4.00 3.79 145.6 1.2272 14.52 55.22 0.263 1 T15 140 - 120 1 1/4 4.00 3.79 145.6 1.2272 11.57 55.22 0.209 1 T18 80 - 60 1 1/4 4.00 3.79 145.6 1.2272 12.51 55.22 0.226 1 1 P u / Pn controls Torque-Arm Top Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 400 - 380 (1593) 2 1/4 4.67 4.67 99.7 3.9761 16.18 128.82 0.126 1 T1 400 - 380 (1594) 2 1/4 4.67 4.67 99.7 3.9761 17.57 128.82 0.136 1 T1 400 - 380 (1602) 2 1/4 4.67 4.67 99.7 3.9761 16.79 128.82 0.130 1 T1 400 - 380 (1603) 2 1/4 4.67 4.67 99.7 3.9761 17.09 128.82 0.133 1 T1 400 - 380 (1608) 2 1/4 4.67 4.67 99.7 3.9761 16.47 128.82 0.128 1 T1 400 - 380 (1609) 2 1/4 4.67 4.67 99.7 3.9761 17.49 128.82 0.136 1 1 P u / Pn controls Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 480 - 460 Latticed Pole Leg 1 1/2 3 -9.22 64.92 14.2 Pass L2 460 - 440 Latticed Pole Leg 2SR + Half 2XX Pipe 87 -50.48 185.89 27.2 Pass T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 54 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L3 440 - 420 Latticed Pole Leg 2SR + Half 2STD Pipe 207 -49.85 149.21 33.4 Pass L4 420 - 400 Latticed Pole Leg 2 1/2 291 -99.01 220.80 44.8 Pass L1 480 - 460 Latticed Pole Diagonal 1/2 16 -0.68 4.48 15.1 Pass L2 460 - 440 Latticed Pole Diagonal 0.5625SR + 0.75SR 107 -2.23 18.51 12.0 Pass L3 440 - 420 Latticed Pole Diagonal 9/16 221 -1.55 6.20 24.9 Pass L4 420 - 400 Latticed Pole Diagonal 3/4 306 -2.31 12.42 18.6 Pass L2 460 - 440 Latticed Pole Secondary Horizontal 3/4 104 3.19 19.88 16.1 Pass L1 480 - 460 Latticed Pole Top Girt 3/4 6 -0.04 11.87 0.3 Pass L2 460 - 440 Latticed Pole Top Girt 3/4 90 -0.02 12.38 0.1 Pass L3 440 - 420 Latticed Pole Top Girt 3/4 209 -0.34 12.22 2.8 Pass L4 420 - 400 Latticed Pole Top Girt 3/4 294 0.22 19.88 1.1 Pass L1 480 - 460 Latticed Pole Bottom Girt 7/8 9 -0.14 18.52 0.8 Pass L2 460 - 440 Latticed Pole Bottom Girt 7/8 93 0.31 27.06 1.2 Pass L3 440 - 420 Latticed Pole Bottom Girt 7/8 211 0.30 27.06 1.1 Pass L4 420 - 400 Latticed Pole Bottom Girt 7/8 296 1.34 27.06 5.0 Pass L1 480 - 460 Latticed Pole Mid Girt 3/4 12 -0.02 11.87 0.2 Pass L2 460 - 440 Latticed Pole Mid Girt 3/4 96 -0.28 12.38 2.2 Pass L3 440 - 420 Latticed Pole Mid Girt 3/4 214 0.42 19.88 2.1 Pass L4 420 - 400 Latticed Pole Mid Girt 3/4 300 0.59 19.88 3.0 Pass T1 400 - 380 Leg 2 1/4 375 -63.55 149.27 42.6 Pass T2 380 - 360 Leg 2 434 -57.93 112.40 51.5 Pass T3 360 - 340 Leg 2 494 -56.51 112.40 50.3 Pass T4 340 - 320 Leg 2 554 -65.88 112.40 58.6 Pass T5 320 - 300 Leg 2 614 -65.89 112.40 58.6 Pass T6 300 - 280 Leg 2 675 -89.59 112.40 79.7 Pass T7 280 - 260 Leg 2 1/4 735 -93.28 149.27 62.5 Pass T8 260 - 240 Leg 2 1/4 795 -87.99 149.27 58.9 Pass T9 240 - 220 Leg 2 1/4 855 -102.39 166.02 61.7 Pass T10 220 - 200 Leg 2 1/4 915 -124.01 149.27 83.1 Pass T11 200 - 192.5 Leg 2 1/4 975 -108.65 147.98 73.4 Pass T12 192.5 - 180 Leg 2 1/4 1006 -111.12 150.04 74.1 Pass T13 180 - 160 Leg 2 1/2 1057 -137.46 190.74 72.1 Pass T14 160 - 140 Leg 2 1/2 1114 -168.03 190.74 88.1 Pass T15 140 - 120 Leg 2 1/2 1171 -175.87 190.74 92.2 Pass T16 120 - 100 Leg 2 1/2 1229 -128.30 190.74 67.3 Pass T17 100 - 80 Leg 2 1/2 1286 -130.60 190.74 68.5 Pass T18 80 - 60 Leg 2 1/2 1342 -127.89 190.74 67.0 Pass T19 60 - 40 Leg 2 1/2 1401 -145.60 190.74 76.3 Pass T20 40 - 20 Leg 2 1/2 1458 -149.44 190.74 78.3 Pass T21 20 - 4.66667 Leg 2 1/2 1515 -142.30 190.74 74.6 Pass T22 4.66667 - 0 Leg 2 1/2 1559 -144.18 211.93 68.0 Pass T1 400 - 380 Diagonal 7/8 387 -2.82 13.35 21.1 Pass T2 380 - 360 Diagonal 3/4 490 -2.46 8.51 28.9 Pass T3 360 - 340 Diagonal 3/4 505 -3.62 8.51 42.6 Pass T4 340 - 320 Diagonal 3/4 607 -3.25 8.51 38.3 Pass T5 320 - 300 Diagonal 3/4 625 -2.84 8.51 33.3 Pass T6 300 - 280 Diagonal 3/4 688 -4.72 8.51 55.5 Pass T7 280 - 260 Diagonal 3/4 785 -4.01 8.56 46.8 Pass T8 260 - 240 Diagonal 3/4 852 -3.85 8.56 45.0 Pass T9 240 - 220 Diagonal 3/4 869 -5.69 8.56 66.5 Pass T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 55 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail T10 220 - 200 Diagonal 3/4 972 -6.42 8.56 75.0 Pass T11 200 - 192.5 Diagonal 3/4 1000 -7.78 8.50 91.5 Pass T12 192.5 - 180 Diagonal 0.75SR+0.75SR 1017 -9.64 10.09 95.5 Pass T13 180 - 160 Diagonal 0.75SR+0.75SR 1110 -9.91 10.13 97.8 Pass T14 160 - 140 Diagonal 3/4 1125 -4.95 8.60 57.5 Pass T15 140 - 120 Diagonal 3/4 1227 -5.88 8.60 68.4 Pass T16 120 - 100 Diagonal 3/4 1280 -5.20 8.60 60.4 Pass T17 100 - 80 Diagonal 3/4 1297 -3.84 8.60 44.7 Pass T18 80 - 60 Diagonal 3/4 1352 -5.73 8.60 66.6 Pass T19 60 - 40 Diagonal 3/4 1451 -5.46 8.60 63.5 Pass T20 40 - 20 Diagonal 3/4 1469 -3.74 8.60 43.5 Pass T21 20 - 4.66667 Diagonal 3/4 1527 -6.12 8.60 71.2 Pass T22 4.66667 - 0 Diagonal 3/4 1571 -9.50 12.72 74.7 Pass T12 192.5 - 180 Horizontal 3/4 1021 3.45 19.88 17.4 Pass T11 200 - 192.5 Secondary Horizontal 3/4 1004 -2.25 3.42 65.7 Pass T1 400 - 380 Top Girt 1 378 -0.13 10.81 1.2 Pass T2 380 - 360 Top Girt 1 438 -0.50 10.70 4.7 Pass T3 360 - 340 Top Girt 1 498 -0.18 10.70 1.6 Pass T4 340 - 320 Top Girt 1 558 -1.36 10.70 12.8 Pass T5 320 - 300 Top Girt 1 617 0.28 35.34 0.8 Pass T6 300 - 280 Top Girt 1 678 -0.96 10.70 8.9 Pass T7 280 - 260 Top Girt 1 737 -1.47 10.81 13.6 Pass T8 260 - 240 Top Girt 1 796 -0.78 10.81 7.3 Pass T9 240 - 220 Top Girt 1 856 0.41 35.34 1.2 Pass T10 220 - 200 Top Girt 1 916 -1.78 10.81 16.5 Pass T11 200 - 192.5 Top Girt 1 976 -1.34 10.81 12.4 Pass T13 180 - 160 Top Girt 1 1060 -2.43 10.93 22.2 Pass T14 160 - 140 Top Girt 1 1117 1.06 35.34 3.0 Pass T15 140 - 120 Top Girt 1 1174 1.71 35.34 4.8 Pass T16 120 - 100 Top Girt 1 1233 -1.37 10.93 12.5 Pass T17 100 - 80 Top Girt 1 1290 0.71 35.34 2.0 Pass T18 80 - 60 Top Girt 1 1347 -0.80 10.93 7.3 Pass T19 60 - 40 Top Girt 1 1402 -1.00 10.93 9.2 Pass T20 40 - 20 Top Girt 1 1461 0.79 35.34 2.2 Pass T21 20 - 4.66667 Top Girt 1 1516 1.44 35.34 4.1 Pass T22 4.66667 - 0 Top Girt 1 1561 28.50 35.34 80.6 Pass T1 400 - 380 Bottom Girt 1 380 -0.51 10.81 4.7 Pass T2 380 - 360 Bottom Girt 1 441 0.36 35.34 1.0 Pass T3 360 - 340 Bottom Girt 1 499 -1.18 10.70 11.0 Pass T4 340 - 320 Bottom Girt 1 560 0.31 35.34 0.9 Pass T5 320 - 300 Bottom Girt 1 621 -0.78 10.70 7.2 Pass T6 300 - 280 Bottom Girt 1 680 -2.01 10.70 18.8 Pass T7 280 - 260 Bottom Girt 1 739 -0.77 10.81 7.1 Pass T8 260 - 240 Bottom Girt 1 799 0.64 35.34 1.8 Pass T9 240 - 220 Bottom Girt 1 859 -2.42 10.81 22.4 Pass T10 220 - 200 Bottom Girt 1 920 -1.11 10.81 10.3 Pass T12 192.5 - 180 Bottom Girt 1 1012 3.95 35.34 11.2 Pass T13 180 - 160 Bottom Girt 1 1064 1.23 35.34 3.5 Pass T14 160 - 140 Bottom Girt 1 1120 -1.71 10.93 15.6 Pass T15 140 - 120 Bottom Girt 1 1179 -1.27 10.93 11.6 Pass T16 120 - 100 Bottom Girt 1 1235 0.95 35.34 2.7 Pass T17 100 - 80 Bottom Girt 1 1293 -0.57 10.93 5.2 Pass T18 80 - 60 Bottom Girt 1 1348 -1.13 10.93 10.3 Pass T19 60 - 40 Bottom Girt 1 1405 1.09 35.34 3.1 Pass T20 40 - 20 Bottom Girt 1 1462 1.13 35.34 3.2 Pass T21 20 - 4.66667 Bottom Girt 1 1520 10.34 35.34 29.2 Pass T22 4.66667 - 0 Bottom Girt 1 1564 4.40 35.34 12.5 Pass T1 400 - 380 Mid Girt 1 383 0.46 35.34 1.3 Pass T2 380 - 360 Mid Girt 1 444 0.39 35.34 1.1 Pass T3 360 - 340 Mid Girt 1 504 0.41 35.34 1.2 Pass T4 340 - 320 Mid Girt 1 563 0.71 35.34 2.0 Pass T5 320 - 300 Mid Girt 1 623 0.44 35.34 1.3 Pass T6 300 - 280 Mid Girt 1 682 0.58 35.34 1.6 Pass T7 280 - 260 Mid Girt 1 743 0.77 35.34 2.2 Pass T8 260 - 240 Mid Girt 1 803 0.73 35.34 2.1 Pass T9 240 - 220 Mid Girt 1 862 0.97 35.34 2.8 Pass T10 220 - 200 Mid Girt 1 922 1.23 35.34 3.5 Pass T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 56 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L2 460 - 440 Guy A@441 13/16 1590 35.57 48.00 74.1 Pass T1 400 - 380 Guy A@398 11/16 1606 22.98 30.00 76.6 Pass T4 340 - 320 Guy A@338 11/16 1617 23.56 30.00 78.5 Pass T7 280 - 260 Guy A@278.8 3/4 1623 30.56 40.80 74.9 Pass T9 240 - 220 Guy A@222.5 11/16 1629 27.56 34.80 79.2 Pass T13 180 - 160 Guy A@176.5 13/16 1635 33.36 48.00 69.5 Pass T15 140 - 120 Guy A@137.333 13/16 1641 29.96 48.00 62.4 Pass T18 80 - 60 Guy A@69 13/16 1647 23.92 48.00 49.8 Pass L2 460 - 440 Guy B@441 13/16 1589 35.35 48.00 73.6 Pass T1 400 - 380 Guy B@398 11/16 1601 23.34 30.00 77.8 Pass T4 340 - 320 Guy B@338 11/16 1616 23.53 30.00 78.4 Pass T7 280 - 260 Guy B@278.8 3/4 1622 30.45 40.80 74.6 Pass T9 240 - 220 Guy B@222.5 11/16 1628 27.26 34.80 78.3 Pass T13 180 - 160 Guy B@176.5 13/16 1634 33.36 48.00 69.5 Pass T15 140 - 120 Guy B@137.333 13/16 1640 29.95 48.00 62.4 Pass T18 80 - 60 Guy B@69 13/16 1646 23.87 48.00 49.7 Pass L2 460 - 440 Guy C@441 13/16 1585 35.56 48.00 74.1 Pass T1 400 - 380 Guy C@398 11/16 1591 23.25 30.00 77.5 Pass T4 340 - 320 Guy C@338 11/16 1612 23.66 30.00 78.9 Pass T7 280 - 260 Guy C@278.8 3/4 1618 30.63 40.80 75.1 Pass T9 240 - 220 Guy C@222.5 11/16 1624 27.35 34.80 78.6 Pass T13 180 - 160 Guy C@176.5 13/16 1630 32.74 48.00 68.2 Pass T15 140 - 120 Guy C@137.333 13/16 1636 28.86 48.00 60.1 Pass T18 80 - 60 Guy C@69 13/16 1642 23.18 48.00 48.3 Pass L2 460 - 440 Top Guy Pull- Off@441 1 1/4 1586 6.52 55.22 11.8 Pass L4 420 - 400 Top Guy Pull- Off@398 1 1/4 1596 2.74 55.22 5.0 Pass T4 340 - 320 Top Guy Pull- Off@338 1 1/4 1614 8.00 55.22 14.5 22.6 (b) Pass T7 280 - 260 Top Guy Pull- Off@278.8 1 1/4 1620 11.69 55.22 21.2 Pass T9 240 - 220 Top Guy Pull- Off@222.5 1 1/4 1626 11.30 55.22 20.5 Pass T13 180 - 160 Top Guy Pull- Off@176.5 1 1/4 1631 14.52 55.22 26.3 Pass T15 140 - 120 Top Guy Pull- Off@137.333 1 1/4 1637 11.57 55.22 20.9 Pass T18 80 - 60 Top Guy Pull- Off@69 1 1/4 1645 12.51 55.22 22.6 Pass T1 400 - 380 Torque Arm Top@398 2 1/4 1594 17.57 128.82 13.6 Pass T1 400 - 380 Torque Arm Bottom@398 2 1/4 1610 -19.51 72.76 26.8 Pass Summary Latticed Pole Leg (L4) 44.8 Pass Latticed Pole Diagonal (L3) 24.9 Pass Latticed Pole Secondary Horizontal (L2) 16.1 Pass Latticed Pole Top Girt (L3) 2.8 Pass Latticed Pole Bottom Girt (L4) 5.0 Pass Latticed Pole Mid Girt (L4) 3.0 Pass Leg (T15) 92.2 Pass T-Mobile: A2P0045B (Microwave Service Center) Structural Design Report APX Engineering Group, LLC 57 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail Diagonal (T13) 97.8 Pass Horizontal (T12) 17.4 Pass Secondary Horizontal (T11) 65.7 Pass Top Girt (T22) 80.6 Pass Bottom Girt (T21) 29.2 Pass Mid Girt (T10) 3.5 Pass Guy A (T9) 79.2 Pass Guy B (T4) 78.4 Pass Guy C (T4) 78.9 Pass Top Guy Pull-Off (T13) 26.3 Pass Torque Arm Top (T1) 13.6 Pass Torque Arm Bottom (T1) 26.8 Pass Bolt Checks 56.5 Pass RATING = 97.8 Pass APX Engineering Group, LLC 14471 Miramar Parkway, #202 Miramar, FL 33027 Phone: (954) 744-1538 FAX: None Job: A2P0045B (Microwave Service Company) Project: 21-0270.13 (Excalibur Installation - Analysis) Client: T-Mobile Drawn by: Michael Phillips, PE App'd: Code: TIA-222-H Date: 04/26/21 Scale: NTS Path: T:\WTVA\002 Sites\MSCFL Tower\Structural (tower)\T-Mobile Excalibur installtion [2021]\Modification\A2P0045B - Tower MOD.eri Dwg No. E-1 1 3 /1 6 B S L C =5 0 6 .3 6 ft IT =1 0 %R=250.00 ft 1 1 /1 6 E H S L C =4 6 8 .8 0 ft IT =1 0 % 1 1 /1 6 E H S L C =4 6 8 .8 0 ft IT =1 0 % 11/16 E H S LC =419.04 ft IT=10% 3/4 BS LC=372.93 ft IT=9% 11/16 BS LC=332.95 ft IT=10% 13/16 BS LC=304.14 ft IT=9% 13/16 BS LC=283.22 ft IT=10% 13/16 BS LC=257.12 ft IT=9%480.0 ft460.0 ft440.0 ft420.0 ft400.0 ft380.0 ft360.0 ft340.0 ft320.0 ft300.0 ft280.0 ft260.0 ft240.0 ft220.0 ft200.0 ft192.5 ft180.0 ft160.0 ft176.5 ft176.5 ft176.5 ft140.0 ft120.0 ft100.0 ft80.0 ft60.0 ft69.0 ft69.0 ft69.0 ft40.0 ft20.0 ft4.7 ft0.0 ft369 K (Axial)10 kip-ft (Torque)3 K176 K164 K240 KALL REACTIONS ARE FACTORED SectionL1L2L3L4T1T2T3T4T5T6T7T8T9T10T11T12T13T14T15T16T17T18T19T20T21T22 LegsSR 1 1/2ABSR 2 1/2SR 2 1/4SR 2SR 2 1/4SR 2 1/2 Leg GradeA572-50 DiagonalsSR 1/2CSR 9/16SR 3/4SR 7/8SR 3/40.75SR+0.75SRSR 3/4 Diagonal GradeA36 Top GirtsSR 3/4SR 1N.A.SR 1 Mid GirtsSR 3/4SR 1N.A. Bottom GirtsSR 7/8SR 1N.A.SR 1 HorizontalsN.A.SR 3/4N.A. Sec. HorizontalsN.A.SR 3/4N.A.DN.A. Top Guy Pull-OffsN.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A.SR 1 1/4N.A. Face Width (ft)24 # Panels @ (ft)48 @ 1.6458386 @ 2.33333E5 @ 2.376 @ 2.33333F Weight (K)0.51.50.91.32.11.11.11.11.11.11.31.21.31.20.51.01.81.41.51.41.41.51.41.41.10.431.6PLANR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ftR=250.00 ft Flash Beacon Lighting 480 DB224-E 442 Standoff 2' 442 Dipole 10' 441.5 Standoff 1' 441.5 100A-4F-HW (CALVARY CHAPEL) 425 Standoff 1' 422.5 Dipole 10' 422.5 Standoff 5' 410 Omni 10' by 3" 410 Standoff 1' 406 Dipole 10' 406 CL-FMRX (CALVARY CHAPEL) 375 8-Bay Dipole 373 Standoff 2' 373 4-Bay Dipole 370.5 Standoff 2' 370.5 Omni 4' by 1.5" w/Pipe Mount 356 Standoff 5' 356 DB224-C 350 Standoff 3' 350 DB224-C 350 Standoff 3' 350 Omni 12' by 3" 350 Standoff 1' 350 Omni 12' by 4" 337 Standoff 1' 337 R55247 317 Standoff 2' 317 (2) 6' Yagi 287.5 Marker Light 242 (2) X7CQAP-665-V (Verizon) 226 AXP 19-60-2 (Verizon) 226 AXP 19-60-2 (Verizon) 226 AXP 19-60-2 (Verizon) 226 RRUS 32 (Verizon) 226 RRUS 32 (Verizon) 226 RRUS 32 (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 RRFDC-3315-PF-48 (Verizon) 226 Sector Mount [SM502-3] (Verizon) 226 (2) X7CQAP-665-V (Verizon) 226 (2) X7CQAP-665-V (Verizon) 226 FFV4-65C-R3-V1 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 Sector Mount [SM502-3] (T-Mobile) 210 FFV4-65C-R3-V1 (T-Mobile) 210 FFV4-65C-R3-V1 (T-Mobile) 210 (3) SBNHH-1D85B (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 Raycap DC6-48-60-18-8F (ATT) 208 DC6-48-60-18-8C-EV (ATT) 208 DC6-48-60-18-8C-EV (ATT) 208 Sector Mount [SM410-3] (ATT) 208 (3) SBNHH-1D85B (ATT) 208 (3) SBNHH-1D85B (ATT) 208 DT465B (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 FFHS Filter (Sprint) 175 FFHS Filter (Sprint) 175 FFHS Filter (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 800 SMR Filter (Sprint) 175 800 SMR Filter (Sprint) 175 800 SMR Filter (Sprint) 175 Sector Mount [SM702-3] (Sprint) 175 DT465B (Sprint) 175 DT465B (Sprint) 175 3' Yagi 116.5 Standoff 2' 116.5 GP6F-21A 104.5 GP6F-21A 97.5DESIGNED APPURTENANCE LOADINGTYPETYPEELEVATIONELEVATION Flash Beacon Lighting 480 DB224-E 442 Standoff 2' 442 Dipole 10' 441.5 Standoff 1' 441.5 100A-4F-HW (CALVARY CHAPEL) 425 Standoff 1' 422.5 Dipole 10' 422.5 Standoff 5' 410 Omni 10' by 3" 410 Standoff 1' 406 Dipole 10' 406 CL-FMRX (CALVARY CHAPEL) 375 8-Bay Dipole 373 Standoff 2' 373 4-Bay Dipole 370.5 Standoff 2' 370.5 Omni 4' by 1.5" w/Pipe Mount 356 Standoff 5' 356 DB224-C 350 Standoff 3' 350 DB224-C 350 Standoff 3' 350 Omni 12' by 3" 350 Standoff 1' 350 Omni 12' by 4" 337 Standoff 1' 337 R55247 317 Standoff 2' 317 (2) 6' Yagi 287.5 Marker Light 242 (2) X7CQAP-665-V (Verizon) 226 AXP 19-60-2 (Verizon) 226 AXP 19-60-2 (Verizon) 226 AXP 19-60-2 (Verizon) 226 RRUS 32 (Verizon) 226 RRUS 32 (Verizon) 226 RRUS 32 (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 (2) DBC-7CAP DiPlexer (Verizon) 226 RRFDC-3315-PF-48 (Verizon) 226 Sector Mount [SM502-3] (Verizon) 226 (2) X7CQAP-665-V (Verizon) 226 (2) X7CQAP-665-V (Verizon) 226 FFV4-65C-R3-V1 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 AIR 6449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4449 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4424 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 RRU 4415 (T-Mobile) 210 Sector Mount [SM502-3] (T-Mobile) 210 FFV4-65C-R3-V1 (T-Mobile) 210 FFV4-65C-R3-V1 (T-Mobile) 210 (3) SBNHH-1D85B (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 8843 B2/B66A (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRU 4449 B5/B12 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 RRUS-32 (side) (ATT) 208 Raycap DC6-48-60-18-8F (ATT) 208 DC6-48-60-18-8C-EV (ATT) 208 DC6-48-60-18-8C-EV (ATT) 208 Sector Mount [SM410-3] (ATT) 208 (3) SBNHH-1D85B (ATT) 208 (3) SBNHH-1D85B (ATT) 208 DT465B (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 APXVSPP18-C-A20 (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-82 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 FFHS Filter (Sprint) 175 FFHS Filter (Sprint) 175 FFHS Filter (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-31 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 RRUS-11 (side) (Sprint) 175 800 SMR Filter (Sprint) 175 800 SMR Filter (Sprint) 175 800 SMR Filter (Sprint) 175 Sector Mount [SM702-3] (Sprint) 175 DT465B (Sprint) 175 DT465B (Sprint) 175 3' Yagi 116.5 Standoff 2' 116.5 GP6F-21A 104.5 GP6F-21A 97.5SYMBOL LISTMARKMARKSIZESIZEA 2SR + Half 2XX PipeB 2SR + Half 2STD PipeC 0.5625SR + 0.75SRD SR 3/4E 3 @ 2.38889F 4 @ 1.11111MATERIAL STRENGTHGRADEGRADEFyFyFuFu A572-50 50 ksi 65 ksi A36 36 ksi 58 ksiTOWER DESIGN NOTES1. Tower designed for Exposure C to the TIA-222-H Standard.2. Tower designed for a 160 mph basic wind in accordance with the TIA-222-H Standard.3. Deflections are based upon a 60 mph wind.4. Tower Risk Category II.5. Topographic Category 1 with Crest Height of 0.00 ft6. TOWER RATING: 97.8%