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HomeMy WebLinkAboutCA_AT&T_1160_Duvall_Ave_NE_Structural_Analysis_220111_v1Date: July 17, 2021 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: SS11 Site Name: May Creek FA Number: 10092550 Crown Castle Designation: BU Number: 846429 Site Name: May Creek JDE Job Number: 664048 Work Order Number: 1996548 Order Number: 565170 Rev. 0 Engineering Firm Designation: TEP Project Number: 304770.572863 Site Data: 1160 Duvall Avenue NE, Renton, King County, WA 98059 Latitude 47° 30' 9.76'', Longitude -122° 9' 20.44'' 120 Foot - Monopole Tower Tower Engineering Professionals is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2018 Washington State Building Code based upon an ultimate 3-second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Gautam Sopal, E. I. / CLT Respectfully submitted by: Ronnie E. Glover, P.E., S.E. 07/17/2021 B22000184 RECEIVED 01/12/2022 striplett BUILDING DIVISION July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 2 tnxTower Report - version 8.1.1.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 3 tnxTower Report - version 8.1.1.0 1) INTRODUCTION This tower is a 120-ft monopole tower designed by Valmont. The tower has been modified per reinforcement drawings prepared by GPD Group in August of 2014. The modifications designed by CG Engineering in June of 2002 were determined to be ineffective and not considered structurally in this analysis. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 98 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 30 mph Seismic Ss: 1.404 Seismic S1: 0.481 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 120.0 124.0 3 Nokia AEQK w/ Mount Pipe 11 4 2 1 7/8 3/4 3/8 5/16 121.0 3 Commscope NNH4-65D-R6 w/ Mount Pipe 3 Cellmax Technologies CMA- UBTULBULBHH/6517/17/21/21_CCIV2 w/ Mount Pipe 3 Alcatel Lucent RRH4X25-WCS 3 Nokia AHCA_CCIV2 3 Nokia AHFIB 3 Nokia AHLBA 1 Raycap DC9-48-60-24-8C-EV 2 Raycap DC6-48-60-18-8F 120.0 1 Tower Mounts Platform Mount [LP 303-1_HR-1] July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 4 tnxTower Report - version 8.1.1.0 Table 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 98.0 100.0 1 Decibel DB772G65ESXM w/ Mount Pipe 1 1 6 1-5/8 1-3/8 7/8 2 Antel BXA-80090/4CF w/ Mount Pipe 98.0 6 JMA Wireless MX06FRO860-02 w/ Mount Pipe 3 VZW Sub6 Antenna w/ Mount Pipe 3 Ericsson RRUS 32 B2 3 Ericsson 8843 3 Ericsson 4449 1 Raycap RVZDC-6627-PF-48 1 Raycap RCMDC-3315-PF-48 1 Tower Mounts Side Arm Mount [SO 701-3] 1 Tower Mounts Miscellaneous [NA 508-3] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source Geotechnical Report 4302392 CCISites Tower Foundation Drawings 4900379 CCISites Tower Manufacturer Drawings 4900406 CCISites Tower Reinforcement Drawings 4900415 CCISites Tower Reinforcement Drawings 5265271 CCISites Post-Modification Inspection 5885216 CCISites 3.1) Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements. These calculations are presented in Appendix C. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 5 tnxTower Report - version 8.1.1.0 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary)1,2 Elevation (ft) Component Type Size Critical Element % Capacity Pass / Fail 120 - 115 Pole TP14.784x14.11x0.1875 Pole 17.0% Pass 115 - 110 Pole TP15.459x14.784x0.1875 Pole 28.3% Pass 110 - 105 Pole TP16.133x15.459x0.1875 Pole 38.5% Pass 105 - 100 Pole TP16.808x16.133x0.1875 Pole 47.7% Pass 100 - 95 Pole TP17.482x16.808x0.1875 Pole 60.2% Pass 95 - 90 Pole TP18.157x17.482x0.1875 Pole 72.7% Pass 90 - 85 Pole TP18.831x18.157x0.1875 Pole 83.9% Pass 85 - 83.17 Pole TP19.079x18.831x0.1875 Pole 87.7% Pass 83.17 - 82.92 Pole + Reinf. TP19.112x19.079x0.4563 Reinf. 3 Tension Rupture 60.8% Pass 82.92 - 81.5 Pole + Reinf. TP19.82x19.112x0.45 Reinf. 3 Tension Rupture 63.0% Pass 81.5 - 76.5 Pole + Reinf. TP19.604x18.928x0.4813 Reinf. 3 Tension Rupture 67.4% Pass 76.5 - 71.5 Pole + Reinf. TP20.281x19.604x0.4688 Reinf. 3 Tension Rupture 73.6% Pass 71.5 - 66.5 Pole + Reinf. TP20.957x20.281x0.4563 Reinf. 3 Tension Rupture 79.4% Pass 66.5 - 61.5 Pole + Reinf. TP21.633x20.957x0.45 Reinf. 3 Tension Rupture 84.8% Pass 61.5 - 58.08 Pole + Reinf. TP22.095x21.633x0.4438 Reinf. 3 Tension Rupture 88.2% Pass 58.08 - 57.83 Pole + Reinf. TP22.129x22.095x0.525 Reinf. 2 Bolt-Shaft Bearing 70.8% Pass 57.83 - 52.83 Pole + Reinf. TP22.805x22.129x0.5125 Reinf. 2 Tension Rupture 72.9% Pass 52.83 - 47.83 Pole + Reinf. TP23.481x22.805x0.5063 Reinf. 2 Tension Rupture 76.5% Pass 47.83 - 43 Pole + Reinf. TP24.72x23.481x0.4938 Reinf. 2 Tension Rupture 79.8% Pass 43 - 38 Pole + Reinf. TP24.372x23.697x0.525 Reinf. 2 Tension Rupture 80.1% Pass 38 - 33 Pole + Reinf. TP25.047x24.372x0.5125 Reinf. 2 Tension Rupture 82.9% Pass 33 - 28 Pole + Reinf. TP25.721x25.047x0.5 Reinf. 2 Tension Rupture 85.5% Pass 28 - 27.25 Pole + Reinf. TP25.823x25.721x0.5 Reinf. 2 Tension Rupture 85.8% Pass 27.25 - 27 Pole + Reinf. TP25.856x25.823x0.6 Reinf. 1 Tension Rupture 71.6% Pass 27 - 22 Pole + Reinf. TP26.531x25.856x0.6 Reinf. 1 Tension Rupture 73.8% Pass 22 - 17 Pole + Reinf. TP27.206x26.531x0.5875 Reinf. 1 Tension Rupture 75.8% Pass 17 - 12 Pole + Reinf. TP27.881x27.206x0.575 Reinf. 1 Tension Rupture 77.7% Pass 12 - 7 Pole + Reinf. TP28.555x27.881x0.5625 Reinf. 1 Tension Rupture 79.5% Pass 7 - 2 Pole + Reinf. TP29.23x28.555x0.55 Reinf. 1 Tension Rupture 81.2% Pass 2 - 0 Pole + Reinf. TP29.5x29.23x0.55 Reinf. 1 Tension Rupture 81.8% Pass Summary Pole 87.7% Pass Reinforcement 88.2% Pass Overall 88.2% Pass July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 6 tnxTower Report - version 8.1.1.0 Table 5 - Tower Component Stresses vs. Capacity - LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 Anchor Rods - 76.3 Pass 1,2 Base Plate - 69.3 Pass 1,2 Base Foundation Structural - 58.1 Pass 1,2 Base Foundation Soil Interaction - 33.3 Pass Structure Rating (max from all components) = 88.2% Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 7 tnxTower Report - version 8.1.1.0 APPENDIX A TNXTOWER OUTPUT Tower Engineering Professionals Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Job: May Creek (BU 846429) Project: TEP No. 304770.572863 Client: Crown Castle Drawn by: myoung App'd: Code: TIA-222-H Date: 07/17/21 Scale: NTS Path: C:\Users\myoung.TOWER\Desktop\tnx\846429-May Creek\seismic\846429_1996548_LC7.eri Dwg No. E-1 120.0 ft 115.0 ft 110.0 ft 105.0 ft 100.0 ft 95.0 ft 90.0 ft 85.0 ft 83.2 ft 77.7 ft76.5 ft 71.5 ft 66.5 ft 61.5 ft 58.1 ft 52.8 ft 47.8 ft 38.7 ft 33.0 ft 28.0 ft 22.0 ft 17.0 ft 12.0 ft 7.0 ft 2.0 ft 0.0 ft REACTIONS - 98 mph WIND TORQUE 0 kip-ft 13 K SHEAR 1226 kip-ft MOMENT 25 K AXIAL 30 mph WIND - 1.0000 in ICE TORQUE 0 kip-ft 2 K SHEAR 157 kip-ft MOMENT 37 K AXIAL SEISMIC TORQUE 0 kip-ft 5 K SHEAR 511 kip-ft MOMENT 30 K AXIAL ARE FACTORED ALL REACTIONS Section123456789101112131415161718192021222324252627282930 Length (ft)5.005.005.005.005.005.005.001.830.255.255.005.005.005.003.420.255.005.009.165.005.005.000.750.255.005.005.005.005.002.00 Number of Sides121212121212121212121212121212121212121212121212121212121212 Thickness (in)0.18750.18750.18750.18750.18750.18750.18750.18750.45620.45000.48130.46880.45620.45000.44370.52500.51250.50620.49380.52500.51250.50000.50000.60000.60000.58750.57500.56250.55000.5500 Socket Length (ft)3.834.33 Top Dia (in)14.110014.784515.458916.133416.807817.482318.156818.831219.078619.112418.928419.604520.280620.956721.632822.094922.128722.804823.480923.697024.371725.046525.721325.822525.856226.531027.205827.880628.555329.2301 Bot Dia (in)14.784515.458916.133416.807817.482318.156818.831219.078619.112419.820019.604520.280620.956721.632822.094922.128722.804823.480924.720024.371725.046525.721325.822525.856226.531027.205827.880628.555329.230129.5000 GradeA572-65 Weight (K)0.10.20.20.20.20.20.20.10.00.50.50.50.50.50.30.00.60.61.10.60.60.60.10.00.80.80.80.80.80.312.5MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind.6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.7 9. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 10. TOWER RATING: 88.2% ttnnxxTToowweerr Job May Creek (BU 846429) Page 1 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung  Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in King County, Washington. Tower base elevation above sea level: 440.00 ft. Basic wind speed of 98 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. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.7. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85, Kes(Ev and Eh) = 1.0. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, 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 ttnnxxTToowweerr Job May Creek (BU 846429) Page 2 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Length in Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 120.00-115.00 5.00 0.00 12 14.1100 14.7845 0.1875 0.7500 A572-65 (65 ksi) L2 115.00-110.00 5.00 0.00 12 14.7845 15.4589 0.1875 0.7500 A572-65 (65 ksi) L3 110.00-105.00 5.00 0.00 12 15.4589 16.1334 0.1875 0.7500 A572-65 (65 ksi) L4 105.00-100.00 5.00 0.00 12 16.1334 16.8078 0.1875 0.7500 A572-65 (65 ksi) L5 100.00-95.00 5.00 0.00 12 16.8078 17.4823 0.1875 0.7500 A572-65 (65 ksi) L6 95.00-90.00 5.00 0.00 12 17.4823 18.1568 0.1875 0.7500 A572-65 (65 ksi) L7 90.00-85.00 5.00 0.00 12 18.1568 18.8312 0.1875 0.7500 A572-65 (65 ksi) L8 85.00-83.17 1.83 0.00 12 18.8312 19.0786 0.1875 0.7500 A572-65 (65 ksi) L9 83.17-82.92 0.25 0.00 12 19.0786 19.1124 0.4562 1.8250 A572-65 (65 ksi) L10 82.92-77.67 5.25 45.96 12 19.1124 19.8200 0.4500 1.8000 A572-65 (65 ksi) L11 77.67-76.50 5.00 0.00 12 18.9284 19.6045 0.4813 1.9250 A572-65 (65 ksi) L12 76.50-71.50 5.00 0.00 12 19.6045 20.2806 0.4688 1.8750 A572-65 (65 ksi) L13 71.50-66.50 5.00 0.00 12 20.2806 20.9567 0.4562 1.8250 A572-65 (65 ksi) L14 66.50-61.50 5.00 0.00 12 20.9567 21.6328 0.4500 1.8000 A572-65 (65 ksi) L15 61.50-58.08 3.42 0.00 12 21.6328 22.0949 0.4437 1.7750 A572-65 (65 ksi) L16 58.08-57.83 0.25 0.00 12 22.0949 22.1287 0.5250 2.1000 A572-65 (65 ksi) L17 57.83-52.83 5.00 0.00 12 22.1287 22.8048 0.5125 2.0500 A572-65 (65 ksi) L18 52.83-47.83 5.00 0.00 12 22.8048 23.4809 0.5062 2.0250 A572-65 (65 ksi) L19 47.83-38.67 9.16 51.96 12 23.4809 24.7200 0.4938 1.9750 A572-65 (65 ksi) L20 38.67-38.00 5.00 0.00 12 23.6970 24.3717 0.5250 2.1000 A572-65 (65 ksi) L21 38.00-33.00 5.00 0.00 12 24.3717 25.0465 0.5125 2.0500 A572-65 (65 ksi) L22 33.00-28.00 5.00 0.00 12 25.0465 25.7213 0.5000 2.0000 A572-65 (65 ksi) L23 28.00-27.25 0.75 0.00 12 25.7213 25.8225 0.5000 2.0000 A572-65 (65 ksi) L24 27.25-27.00 0.25 0.00 12 25.8225 25.8562 0.6000 2.4000 A572-65 (65 ksi) L25 27.00-22.00 5.00 0.00 12 25.8562 26.5310 0.6000 2.4000 A572-65 (65 ksi) L26 22.00-17.00 5.00 0.00 12 26.5310 27.2058 0.5875 2.3500 A572-65 (65 ksi) L27 17.00-12.00 5.00 0.00 12 27.2058 27.8806 0.5750 2.3000 A572-65 (65 ksi) L28 12.00-7.00 5.00 0.00 12 27.8806 28.5553 0.5625 2.2500 A572-65 (65 ksi) ttnnxxTToowweerr Job May Creek (BU 846429) Page 3 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section Elevation ft Section Length ft Splice Length in Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L29 7.00-2.00 5.00 0.00 12 28.5553 29.2301 0.5500 2.2000 A572-65 (65 ksi) L30 2.00-0.00 2.00 12 29.2301 29.5000 0.5500 2.2000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 14.5416 8.4057 207.9672 4.9843 7.3090 28.4537 421.3979 4.1370 3.2790 17.488 15.2399 8.8129 239.6793 5.2257 7.6584 31.2965 485.6553 4.3374 3.4597 18.452 L2 15.2399 8.8129 239.6793 5.2257 7.6584 31.2965 485.6553 4.3374 3.4597 18.452 15.9381 9.2201 274.4617 5.4672 8.0077 34.2746 556.1339 4.5379 3.6405 19.416 L3 15.9381 9.2201 274.4617 5.4672 8.0077 34.2746 556.1339 4.5379 3.6405 19.416 16.6364 9.6273 312.4563 5.7086 8.3571 37.3881 633.1211 4.7383 3.8212 20.38 L4 16.6364 9.6273 312.4563 5.7086 8.3571 37.3881 633.1211 4.7383 3.8212 20.38 17.3346 10.0345 353.8047 5.9501 8.7065 40.6370 716.9042 4.9387 4.0020 21.344 L5 17.3346 10.0345 353.8047 5.9501 8.7065 40.6370 716.9042 4.9387 4.0020 21.344 18.0329 10.4417 398.6490 6.1915 9.0558 44.0212 807.7710 5.1391 4.1828 22.308 L6 18.0329 10.4417 398.6490 6.1915 9.0558 44.0212 807.7710 5.1391 4.1828 22.308 18.7311 10.8489 447.1310 6.4330 9.4052 47.5408 906.0086 5.3395 4.3635 23.272 L7 18.7311 10.8489 447.1310 6.4330 9.4052 47.5408 906.0086 5.3395 4.3635 23.272 19.4294 11.2562 499.3926 6.6745 9.7546 51.1957 1011.9047 5.5399 4.5443 24.236 L8 19.4294 11.2562 499.3926 6.6745 9.7546 51.1957 1011.9047 5.5399 4.5443 24.236 19.6855 11.4055 519.5376 6.7630 9.8827 52.5702 1052.7240 5.6135 4.6106 24.59 L9 19.5907 27.3586 1211.0172 6.6668 9.8827 122.5387 2453.8492 13.4651 3.8903 8.527 19.6256 27.4081 1217.6082 6.6789 9.9002 122.9882 2467.2043 13.4895 3.8994 8.547 L10 19.6278 27.0418 1202.1360 6.6811 9.9002 121.4254 2435.8535 13.3091 3.9161 8.702 20.3604 28.0671 1344.1360 6.9345 10.2668 130.9211 2723.5839 13.8138 4.1058 9.124 L11 19.9625 28.5861 1241.6458 6.6041 9.8049 126.6353 2515.9110 14.0692 3.7831 7.861 20.1263 29.6338 1383.2363 6.8461 10.1551 136.2107 2802.8118 14.5849 3.9643 8.237 L12 20.1307 28.8830 1349.9518 6.8506 10.1551 132.9331 2735.3684 14.2153 3.9978 8.529 20.8307 29.9035 1498.1600 7.0926 10.5054 142.6092 3035.6783 14.7176 4.1790 8.915 L13 20.8351 29.1244 1460.9709 7.0971 10.5054 139.0692 2960.3232 14.3342 4.2125 9.233 21.5350 30.1178 1615.6086 7.3392 10.8556 148.8275 3273.6610 14.8230 4.3937 9.63 L14 21.5373 29.7142 1594.9348 7.3414 10.8556 146.9230 3231.7704 14.6244 4.4104 9.801 22.2372 30.6939 1757.9513 7.5835 11.2058 156.8785 3562.0859 15.1066 4.5916 10.204 L15 22.2394 30.2766 1735.0702 7.5857 11.2058 154.8366 3515.7226 14.9012 4.6084 10.385 22.7178 30.9368 1851.0708 7.7511 11.4452 161.7340 3750.7713 15.2261 4.7322 10.664 L16 22.6891 36.4639 2165.4365 7.7220 11.4452 189.2011 4387.7615 17.9464 4.5144 8.599 22.7241 36.5211 2175.6340 7.7341 11.4627 189.8017 4408.4244 17.9746 4.5235 8.616 L17 22.7285 35.6721 2127.5219 7.7386 11.4627 185.6044 4310.9362 17.5567 4.5570 8.892 23.4285 36.7879 2333.4674 7.9807 11.8129 197.5355 4728.2375 18.1059 4.7382 9.245 L18 23.4307 36.3495 2306.9497 7.9829 11.8129 195.2907 4674.5056 17.8901 4.7549 9.392 24.1307 37.4516 2523.2255 8.2249 12.1631 207.4487 5112.7389 18.4325 4.9361 9.75 L19 24.1351 36.5468 2464.9426 8.2294 12.1631 202.6569 4994.6420 17.9872 4.9696 10.065 25.4179 38.5167 2885.4099 8.6730 12.8050 225.3353 5846.6227 18.9568 5.3017 10.738 L20 24.9527 39.1722 2684.6682 8.2956 12.2750 218.7096 5439.8656 19.2794 4.9438 9.417 25.0463 40.3129 2926.0970 8.5371 12.6246 231.7780 5929.0659 19.8408 5.1246 9.761 L21 25.0507 39.3737 2860.9222 8.5416 12.6246 226.6155 5797.0041 19.3786 5.1581 10.065 25.7493 40.4873 3110.5833 8.7832 12.9741 239.7533 6302.8851 19.9266 5.3390 10.417 L22 25.7537 39.5199 3039.3563 8.7877 12.9741 234.2634 6158.5599 19.4505 5.3725 10.745 26.4523 40.6063 3296.9603 9.0292 13.3236 247.4521 6680.5354 19.9852 5.5533 11.107 L23 26.4523 40.6063 3296.9603 9.0292 13.3236 247.4521 6680.5354 19.9852 5.5533 11.107 26.5570 40.7692 3336.8126 9.0655 13.3761 249.4616 6761.2871 20.0654 5.5804 11.161 L24 26.5218 48.7299 3956.9241 9.0297 13.3761 295.8214 8017.8011 23.9834 5.3124 8.854 ttnnxxTToowweerr Job May Creek (BU 846429) Page 4 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t 26.5567 48.7951 3972.8244 9.0417 13.3935 296.6226 8050.0193 24.0154 5.3215 8.869 L25 26.5567 48.7951 3972.8244 9.0417 13.3935 296.6226 8050.0193 24.0154 5.3215 8.869 27.2553 50.0987 4299.8323 9.2833 13.7431 312.8729 8712.6260 24.6571 5.5023 9.171 L26 27.2597 49.0786 4216.3441 9.2878 13.7431 306.7979 8543.4562 24.1550 5.5358 9.423 27.9583 50.3551 4553.9662 9.5293 14.0926 323.1460 9227.5703 24.7833 5.7166 9.73 L27 27.9627 49.3069 4463.3554 9.5338 14.0926 316.7164 9043.9682 24.2674 5.7501 10 28.6612 50.5562 4811.3018 9.7754 14.4421 333.1436 9749.0018 24.8822 5.9310 10.315 L28 28.6656 49.4798 4713.1751 9.7799 14.4421 326.3491 9550.1706 24.3525 5.9645 10.604 29.3642 50.7020 5071.1259 10.0214 14.7917 342.8369 10275.4760 24.9540 6.1453 10.925 L29 29.3686 49.5974 4965.0797 10.0259 14.7917 335.6676 10060.5975 24.4103 6.1788 11.234 30.0672 50.7924 5332.6875 10.2675 15.1412 352.1974 10805.4706 24.9985 6.3597 11.563 L30 30.0672 50.7924 5332.6875 10.2675 15.1412 352.1974 10805.4706 24.9985 6.3597 11.563 30.3466 51.2704 5484.6664 10.3641 15.2810 358.9206 11113.4211 25.2338 6.4320 11.695 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 120.00-115.00 1 1 1 L2 115.00-110.00 1 1 1 L3 110.00-105.00 1 1 1 L4 105.00-100.00 1 1 1 L5 100.00-95.00 1 1 1 L6 95.00-90.00 1 1 1 L7 90.00-85.00 1 1 1 L8 85.00-83.17 1 1 1 L9 83.17-82.92 1 1 0.910139 L10 82.92-77.67 1 1 0.917347 L11 77.67-76.50 1 1 0.916998 L12 76.50-71.50 1 1 0.924655 L13 71.50-66.50 1 1 0.93389 L14 66.50-61.50 1 1 0.931875 L15 61.50-58.08 1 1 0.93508 L16 58.08-57.83 1 1 0.916146 L17 57.83-52.83 1 1 0.922446 L18 52.83-47.83 1 1 0.918815 L19 47.83-38.67 1 1 0.927782 L20 38.67-38.00 1 1 0.928829 L21 38.00-33.00 1 1 0.938246 L22 33.00-28.00 1 1 0.948873 L23 28.00-27.25 1 1 0.947079 ttnnxxTToowweerr Job May Creek (BU 846429) Page 5 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 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 L24 27.25-27.00 1 1 0.922695 L25 27.00-22.00 1 1 0.909527 L26 22.00-17.00 1 1 0.915683 L27 17.00-12.00 1 1 0.922785 L28 12.00-7.00 1 1 0.930846 L29 7.00-2.00 1 1 0.939882 L30 2.00-0.00 1 1 0.935357 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight plf Safety Line 3/8 A No Surface Ar (CaAa) 120.00 - 0.00 1 1 0.250 0.250 0.3750 0.22 *** (Area) CCI-65FP-065125 (H) A No Surface Af (CaAa) 30.00 - 0.00 1 1 0.000 0.000 6.5000 15.5000 0.00 (Area) CCI-65FP-065125 (H) B No Surface Af (CaAa) 30.00 - 0.00 1 1 0.000 0.000 6.5000 15.5000 0.00 (Area) CCI-65FP-065125 (H) C No Surface Af (CaAa) 30.00 - 0.00 1 1 0.000 0.000 6.5000 15.5000 0.00 (Area) CCI-65FP-060100 (H) A No Surface Af (CaAa) 60.08 - 30.00 1 1 0.000 0.000 6.0000 14.0000 0.00 (Area) CCI-65FP-060100 (H) B No Surface Af (CaAa) 60.08 - 30.00 1 1 0.000 0.000 6.0000 14.0000 0.00 (Area) CCI-65FP-060100 (H) C No Surface Af (CaAa) 60.08 - 30.00 1 1 0.000 0.000 6.0000 14.0000 0.00 (Area) CCI-65FP-045100 (H) A No Surface Af (CaAa) 85.17 - 60.08 1 1 0.000 0.000 4.5000 11.0000 0.00 (Area) CCI-65FP-045100 (H) B No Surface Af (CaAa) 85.17 - 60.08 1 1 0.000 0.000 4.5000 11.0000 0.00 (Area) CCI-65FP-045100 (H) C No Surface Af (CaAa) 85.17 - 60.08 1 1 0.000 0.000 4.5000 11.0000 0.00 *** PL 0.25x5 A No Surface Af (CaAa) 30.00 - 0.00 1 1 -0.250 -0.250 5.0000 10.5000 4.25 PL 0.25x5 A No Surface Af (CaAa) 30.00 - 0.00 1 1 0.000 0.000 5.0000 10.5000 4.25 PL 0.25x5 A No Surface Af (CaAa) 30.00 - 0.00 1 1 0.500 0.500 5.0000 10.5000 4.25 PL 0.25x5 B No Surface Af (CaAa) 30.00 - 0.00 1 1 -0.250 -0.250 5.0000 10.5000 4.25 PL 0.25x5 B No Surface Af (CaAa) 30.00 - 0.00 1 1 0.250 0.250 5.0000 10.5000 4.25 PL 0.25x5 B No Surface Af (CaAa) 30.00 - 0.00 1 1 0.500 0.500 5.0000 10.5000 4.25 PL 0.25x5 C No Surface Af (CaAa) 30.00 - 0.00 1 1 0.000 0.000 5.0000 10.5000 4.25 PL 0.25x5 C No Surface Af 30.00 - 0.00 1 1 0.250 5.0000 10.5000 4.25 ttnnxxTToowweerr Job May Creek (BU 846429) Page 6 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight plf (CaAa) 0.250 *** 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 **120** LDF5-50A(7/8) C No No Inside Pole 120.00 - 0.00 10 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.33 0.33 0.33 RLSS 8AWG DC(3/4) C No No Inside Pole 120.00 - 0.00 4 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.49 0.49 0.49 12 PAIR(3/8) C No No Inside Pole 120.00 - 0.00 2 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.08 0.08 0.08 2.5'' Flexible Conduit C No No Inside Pole 120.00 - 0.00 3 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.38 0.38 0.38 ATCB-B01-001(5/1 6) C No No Inside Pole 120.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.07 0.07 0.07 WR-VG66ST-BRD_ CCIV2(7/8) C No No Inside Pole 120.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.88 0.88 0.88 **98** MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) B No No Inside Pole 98.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 1.07 1.07 1.07 MLCH HYBRID 6X12(1-3/8) B No No Inside Pole 98.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 1.72 1.72 1.72 LDF5-50A(7/8) B No No Inside Pole 98.00 - 0.00 6 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.33 0.33 0.33 *** Feed Line/Linear Appurtenances Section Areas Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 120.00-115.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 L2 115.00-110.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 7 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L3 110.00-105.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 L4 105.00-100.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 L5 100.00-95.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 L6 95.00-90.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.000 0.000 0 0 0 L7 90.00-85.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.312 0.125 0.125 0.000 0.000 0.000 0 0 0 L8 85.00-83.17 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.444 1.375 1.375 0.000 0.000 0.000 0 0 0 L9 83.17-82.92 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.197 0.188 0.188 0.000 0.000 0.000 0 0 0 L10 82.92-77.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 4.131 3.934 3.934 0.000 0.000 0.000 0 0 0 L11 77.67-76.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.921 0.877 0.877 0.000 0.000 0.000 0 0 0 L12 76.50-71.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.938 3.750 3.750 0.000 0.000 0.000 0 0 0 L13 71.50-66.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.938 3.750 3.750 0.000 0.000 0.000 0 0 0 L14 66.50-61.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.938 3.750 3.750 0.000 0.000 0.000 0 0 0 L15 61.50-58.08 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.191 3.063 3.063 0.000 0.000 0.000 0 0 0 L16 58.08-57.83 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.259 0.250 0.250 0.000 0.000 0.000 0 0 0 L17 57.83-52.83 A B C 0.000 0.000 0.000 0.000 0.000 0.000 5.188 5.000 5.000 0.000 0.000 0.000 0 0 0 L18 52.83-47.83 A B C 0.000 0.000 0.000 0.000 0.000 0.000 5.188 5.000 5.000 0.000 0.000 0.000 0 0 0 L19 47.83-38.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 9.507 9.163 9.163 0.000 0.000 0.000 0 0 0 L20 38.67-38.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.695 0.670 0.670 0.000 0.000 0.000 0 0 0 L21 38.00-33.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 5.188 5.000 5.000 0.000 0.000 0.000 0 0 0 L22 33.00-28.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 10.354 10.167 8.500 0.000 0.000 0.000 0 0 0 L23 28.00-27.25 A 0.000 0.000 2.716 0.000 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 8 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 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 2.688 2.063 0.000 0.000 0 0 L24 27.25-27.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.905 0.896 0.688 0.000 0.000 0.000 0 0 0 L25 27.00-22.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.104 17.917 13.750 0.000 0.000 0.000 0 0 0 L26 22.00-17.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.104 17.917 13.750 0.000 0.000 0.000 0 0 0 L27 17.00-12.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.104 17.917 13.750 0.000 0.000 0.000 0 0 0 L28 12.00-7.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.104 17.917 13.750 0.000 0.000 0.000 0 0 0 L29 7.00-2.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.104 17.917 13.750 0.000 0.000 0.000 0 0 0 L30 2.00-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 7.242 7.167 5.500 0.000 0.000 0.000 0 0 0 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 120.00-115.00 A B C 0.965 0.000 0.000 0.000 0.000 0.000 0.000 1.153 0.000 0.000 0.000 0.000 0.000 0 0 0 L2 115.00-110.00 A B C 0.961 0.000 0.000 0.000 0.000 0.000 0.000 1.148 0.000 0.000 0.000 0.000 0.000 0 0 0 L3 110.00-105.00 A B C 0.957 0.000 0.000 0.000 0.000 0.000 0.000 1.144 0.000 0.000 0.000 0.000 0.000 0 0 0 L4 105.00-100.00 A B C 0.952 0.000 0.000 0.000 0.000 0.000 0.000 1.139 0.000 0.000 0.000 0.000 0.000 0 0 0 L5 100.00-95.00 A B C 0.947 0.000 0.000 0.000 0.000 0.000 0.000 1.135 0.000 0.000 0.000 0.000 0.000 0 0 0 L6 95.00-90.00 A B C 0.942 0.000 0.000 0.000 0.000 0.000 0.000 1.130 0.000 0.000 0.000 0.000 0.000 0 0 0 L7 90.00-85.00 A B C 0.937 0.000 0.000 0.000 0.000 0.000 0.000 1.280 0.156 0.156 0.000 0.000 0.000 0 0 0 L8 85.00-83.17 A B C 0.933 0.000 0.000 0.000 0.000 0.000 0.000 2.129 1.718 1.718 0.000 0.000 0.000 0 0 0 L9 83.17-82.92 A B C 0.932 0.000 0.000 0.000 0.000 0.000 0.000 0.290 0.234 0.234 0.000 0.000 0.000 0 0 0 L10 82.92-77.67 A B 0.929 0.000 0.000 0.000 0.000 6.081 4.909 0.000 0.000 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 9 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K C 0.000 0.000 4.909 0.000 0 L11 77.67-76.50 A B C 0.925 0.000 0.000 0.000 0.000 0.000 0.000 1.356 1.095 1.095 0.000 0.000 0.000 0 0 0 L12 76.50-71.50 A B C 0.921 0.000 0.000 0.000 0.000 0.000 0.000 5.780 4.671 4.671 0.000 0.000 0.000 0 0 0 L13 71.50-66.50 A B C 0.915 0.000 0.000 0.000 0.000 0.000 0.000 5.768 4.665 4.665 0.000 0.000 0.000 0 0 0 L14 66.50-61.50 A B C 0.908 0.000 0.000 0.000 0.000 0.000 0.000 5.754 4.658 4.658 0.000 0.000 0.000 0 0 0 L15 61.50-58.08 A B C 0.902 0.000 0.000 0.000 0.000 0.000 0.000 4.424 3.679 3.679 0.000 0.000 0.000 0 0 0 L16 58.08-57.83 A B C 0.899 0.000 0.000 0.000 0.000 0.000 0.000 0.349 0.295 0.295 0.000 0.000 0.000 0 0 0 L17 57.83-52.83 A B C 0.895 0.000 0.000 0.000 0.000 0.000 0.000 6.978 5.895 5.895 0.000 0.000 0.000 0 0 0 L18 52.83-47.83 A B C 0.887 0.000 0.000 0.000 0.000 0.000 0.000 6.961 5.887 5.887 0.000 0.000 0.000 0 0 0 L19 47.83-38.67 A B C 0.873 0.000 0.000 0.000 0.000 0.000 0.000 12.707 10.763 10.763 0.000 0.000 0.000 0 0 0 L20 38.67-38.00 A B C 0.863 0.000 0.000 0.000 0.000 0.000 0.000 0.929 0.787 0.787 0.000 0.000 0.000 0 0 0 L21 38.00-33.00 A B C 0.856 0.000 0.000 0.000 0.000 0.000 0.000 6.900 5.856 5.856 0.000 0.000 0.000 0 0 0 L22 33.00-28.00 A B C 0.843 0.000 0.000 0.000 0.000 0.000 0.000 13.053 12.022 10.018 0.000 0.000 0.000 0 0 0 L23 28.00-27.25 A B C 0.835 0.000 0.000 0.000 0.000 0.000 0.000 3.342 3.189 2.438 0.000 0.000 0.000 0 0 0 L24 27.25-27.00 A B C 0.833 0.000 0.000 0.000 0.000 0.000 0.000 1.114 1.063 0.813 0.000 0.000 0.000 0 0 0 L25 27.00-22.00 A B C 0.825 0.000 0.000 0.000 0.000 0.000 0.000 22.229 21.217 16.225 0.000 0.000 0.000 0 0 0 L26 22.00-17.00 A B C 0.806 0.000 0.000 0.000 0.000 0.000 0.000 22.136 21.142 16.169 0.000 0.000 0.000 0 0 0 L27 17.00-12.00 A B C 0.783 0.000 0.000 0.000 0.000 0.000 0.000 22.018 21.048 16.099 0.000 0.000 0.000 0 0 0 L28 12.00-7.00 A B C 0.750 0.000 0.000 0.000 0.000 0.000 0.000 21.856 20.918 16.001 0.000 0.000 0.000 0 0 0 L29 7.00-2.00 A B C 0.696 0.000 0.000 0.000 0.000 0.000 0.000 21.586 20.702 15.839 0.000 0.000 0.000 0 0 0 L30 2.00-0.00 A B C 0.599 0.000 0.000 0.000 0.000 0.000 0.000 8.440 8.125 6.219 0.000 0.000 0.000 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 10 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 120.00-115.00 -0.1142 -0.1979 -0.4466 -0.7736 L2 115.00-110.00 -0.1142 -0.1979 -0.4492 -0.7781 L3 110.00-105.00 -0.1143 -0.1979 -0.4515 -0.7820 L4 105.00-100.00 -0.1143 -0.1979 -0.4534 -0.7853 L5 100.00-95.00 -0.1143 -0.1979 -0.4550 -0.7881 L6 95.00-90.00 -0.1143 -0.1979 -0.4563 -0.7903 L7 90.00-85.00 -0.1090 -0.1888 -0.4396 -0.7613 L8 85.00-83.17 -0.0472 -0.0818 -0.2093 -0.3625 L9 83.17-82.92 -0.0475 -0.0823 -0.2104 -0.3644 L10 82.92-77.67 -0.0481 -0.0832 -0.2124 -0.3678 L11 77.67-76.50 -0.0482 -0.0834 -0.2128 -0.3686 L12 76.50-71.50 -0.0487 -0.0844 -0.2143 -0.3712 L13 71.50-66.50 -0.0496 -0.0860 -0.2175 -0.3767 L14 66.50-61.50 -0.0505 -0.0875 -0.2205 -0.3819 L15 61.50-58.08 -0.0463 -0.0801 -0.2062 -0.3571 L16 58.08-57.83 -0.0436 -0.0755 -0.1968 -0.3409 L17 57.83-52.83 -0.0440 -0.0762 -0.1981 -0.3432 L18 52.83-47.83 -0.0448 -0.0776 -0.2004 -0.3471 L19 47.83-38.67 -0.0459 -0.0795 -0.2032 -0.3519 L20 38.67-38.00 -0.0462 -0.0800 -0.2044 -0.3541 L21 38.00-33.00 -0.0466 -0.0807 -0.2035 -0.3524 L22 33.00-28.00 -0.2290 0.6870 -0.3271 0.4802 L23 28.00-27.25 -0.3465 1.1819 -0.4098 1.0350 L24 27.25-27.00 -0.3473 1.1847 -0.4106 1.0376 L25 27.00-22.00 -0.3512 1.1980 -0.4145 1.0501 L26 22.00-17.00 -0.3586 1.2233 -0.4216 1.0740 L27 17.00-12.00 -0.3659 1.2483 -0.4281 1.0982 L28 12.00-7.00 -0.3732 1.2731 -0.4336 1.1232 L29 7.00-2.00 -0.3803 1.2976 -0.4368 1.1504 L30 2.00-0.00 -0.3853 1.3147 -0.4330 1.1761 Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 1 Safety Line 3/8 115.00 - 120.00 1.0000 1.0000 L2 1 Safety Line 3/8 110.00 - 115.00 1.0000 1.0000 L3 1 Safety Line 3/8 105.00 - 110.00 1.0000 1.0000 L4 1 Safety Line 3/8 100.00 - 105.00 1.0000 1.0000 L5 1 Safety Line 3/8 95.00 - 100.00 1.0000 1.0000 L6 1 Safety Line 3/8 90.00 - 95.00 1.0000 1.0000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 11 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L7 1 Safety Line 3/8 85.00 - 90.00 1.0000 1.0000 L7 20 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 1.0000 1.0000 L7 21 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 1.0000 1.0000 L7 22 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 1.0000 1.0000 L8 1 Safety Line 3/8 83.17 - 85.00 1.0000 1.0000 L8 20 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 1.0000 1.0000 L8 21 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 1.0000 1.0000 L8 22 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 1.0000 1.0000 L9 1 Safety Line 3/8 82.92 - 83.17 1.0000 1.0000 L9 20 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 1.0000 1.0000 L9 21 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 1.0000 1.0000 L9 22 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 1.0000 1.0000 L10 1 Safety Line 3/8 77.67 - 82.92 1.0000 1.0000 L10 20 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 1.0000 1.0000 L10 21 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 1.0000 1.0000 L10 22 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 1.0000 1.0000 L11 1 Safety Line 3/8 76.50 - 77.67 1.0000 1.0000 L11 20 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 1.0000 1.0000 L11 21 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 1.0000 1.0000 L11 22 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 1.0000 1.0000 L12 1 Safety Line 3/8 71.50 - 76.50 1.0000 1.0000 L12 20 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 1.0000 1.0000 L12 21 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 1.0000 1.0000 L12 22 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 1.0000 1.0000 L13 1 Safety Line 3/8 66.50 - 71.50 1.0000 1.0000 L13 20 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 1.0000 1.0000 L13 21 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 1.0000 1.0000 L13 22 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 1.0000 1.0000 L14 1 Safety Line 3/8 61.50 - 66.50 1.0000 1.0000 L14 20 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 1.0000 1.0000 L14 21 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 1.0000 1.0000 L14 22 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 1.0000 1.0000 L15 1 Safety Line 3/8 58.08 - 61.50 1.0000 1.0000 L15 17 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 1.0000 1.0000 L15 18 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 1.0000 1.0000 L15 19 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 1.0000 1.0000 L15 20 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 1.0000 1.0000 L15 21 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 1.0000 1.0000 L15 22 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 1.0000 1.0000 L16 1 Safety Line 3/8 57.83 - 58.08 1.0000 1.0000 L16 17 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 1.0000 1.0000 L16 18 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 1.0000 1.0000 L16 19 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 1.0000 1.0000 L17 1 Safety Line 3/8 52.83 - 57.83 1.0000 1.0000 L17 17 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 1.0000 1.0000 L17 18 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 1.0000 1.0000 L17 19 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 1.0000 1.0000 L18 1 Safety Line 3/8 47.83 - 52.83 1.0000 1.0000 L18 17 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 1.0000 1.0000 L18 18 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 1.0000 1.0000 L18 19 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 1.0000 1.0000 L19 1 Safety Line 3/8 38.67 - 47.83 1.0000 1.0000 L19 17 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 1.0000 1.0000 L19 18 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 1.0000 1.0000 L19 19 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 1.0000 1.0000 L20 1 Safety Line 3/8 38.00 - 38.67 1.0000 1.0000 L20 17 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 1.0000 1.0000 L20 18 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 1.0000 1.0000 L20 19 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 1.0000 1.0000 L21 1 Safety Line 3/8 33.00 - 38.00 1.0000 1.0000 L21 17 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 1.0000 1.0000 L21 18 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 1.0000 1.0000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 12 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L21 19 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 1.0000 1.0000 L22 1 Safety Line 3/8 28.00 - 33.00 1.0000 1.0000 L22 14 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 1.0000 1.0000 L22 15 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 1.0000 1.0000 L22 16 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 1.0000 1.0000 L22 17 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 1.0000 1.0000 L22 18 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 1.0000 1.0000 L22 19 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 1.0000 1.0000 L22 24 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 25 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 26 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 27 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 28 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 29 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 30 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L22 31 PL 0.25x5 28.00 - 30.00 1.0000 1.0000 L23 1 Safety Line 3/8 27.25 - 28.00 1.0000 1.0000 L23 14 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 1.0000 1.0000 L23 15 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 1.0000 1.0000 L23 16 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 1.0000 1.0000 L23 24 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 25 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 26 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 27 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 28 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 29 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 30 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L23 31 PL 0.25x5 27.25 - 28.00 1.0000 1.0000 L24 1 Safety Line 3/8 27.00 - 27.25 1.0000 1.0000 L24 14 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 1.0000 1.0000 L24 15 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 1.0000 1.0000 L24 16 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 1.0000 1.0000 L24 24 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 25 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 26 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 27 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 28 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 29 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 30 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L24 31 PL 0.25x5 27.00 - 27.25 1.0000 1.0000 L25 1 Safety Line 3/8 22.00 - 27.00 1.0000 1.0000 L25 14 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 1.0000 1.0000 L25 15 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 1.0000 1.0000 L25 16 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 1.0000 1.0000 L25 24 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 25 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 26 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 27 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 28 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 29 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 30 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L25 31 PL 0.25x5 22.00 - 27.00 1.0000 1.0000 L26 1 Safety Line 3/8 17.00 - 22.00 1.0000 1.0000 L26 14 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 1.0000 1.0000 L26 15 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 1.0000 1.0000 L26 16 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 1.0000 1.0000 L26 24 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 25 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 26 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 27 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 28 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 29 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 13 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L26 30 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L26 31 PL 0.25x5 17.00 - 22.00 1.0000 1.0000 L27 1 Safety Line 3/8 12.00 - 17.00 1.0000 1.0000 L27 14 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 1.0000 1.0000 L27 15 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 1.0000 1.0000 L27 16 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 1.0000 1.0000 L27 24 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 25 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 26 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 27 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 28 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 29 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 30 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L27 31 PL 0.25x5 12.00 - 17.00 1.0000 1.0000 L28 1 Safety Line 3/8 7.00 - 12.00 1.0000 1.0000 L28 14 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 1.0000 1.0000 L28 15 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 1.0000 1.0000 L28 16 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 1.0000 1.0000 L28 24 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 25 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 26 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 27 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 28 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 29 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 30 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L28 31 PL 0.25x5 7.00 - 12.00 1.0000 1.0000 L29 1 Safety Line 3/8 2.00 - 7.00 1.0000 1.0000 L29 14 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 1.0000 1.0000 L29 15 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 1.0000 1.0000 L29 16 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 1.0000 1.0000 L29 24 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 25 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 26 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 27 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 28 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 29 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 30 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L29 31 PL 0.25x5 2.00 - 7.00 1.0000 1.0000 L30 1 Safety Line 3/8 0.00 - 2.00 1.0000 1.0000 L30 14 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 1.0000 1.0000 L30 15 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 1.0000 1.0000 L30 16 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 1.0000 1.0000 L30 24 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 25 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 26 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 27 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 28 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 29 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 30 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 L30 31 PL 0.25x5 0.00 - 2.00 1.0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines ttnnxxTToowweerr Job May Creek (BU 846429) Page 14 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio L7 20 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 Auto 0.0000 L7 21 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 Auto 0.0000 L7 22 (Area) CCI-65FP-045100 (H) 85.00 - 85.17 Auto 0.0000 L8 20 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 Auto 0.0000 L8 21 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 Auto 0.0000 L8 22 (Area) CCI-65FP-045100 (H) 83.17 - 85.00 Auto 0.0000 L9 20 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 Auto 0.1345 L9 21 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 Auto 0.1345 L9 22 (Area) CCI-65FP-045100 (H) 82.92 - 83.17 Auto 0.1345 L10 20 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 Auto 0.1087 L10 21 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 Auto 0.1087 L10 22 (Area) CCI-65FP-045100 (H) 77.67 - 82.92 Auto 0.1087 L11 20 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 Auto 0.1238 L11 21 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 Auto 0.1238 L11 22 (Area) CCI-65FP-045100 (H) 76.50 - 77.67 Auto 0.1238 L12 20 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 Auto 0.0915 L12 21 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 Auto 0.0915 L12 22 (Area) CCI-65FP-045100 (H) 71.50 - 76.50 Auto 0.0915 L13 20 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 Auto 0.0438 L13 21 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 Auto 0.0438 L13 22 (Area) CCI-65FP-045100 (H) 66.50 - 71.50 Auto 0.0438 L14 20 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 Auto 0.0049 L14 21 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 Auto 0.0049 L14 22 (Area) CCI-65FP-045100 (H) 61.50 - 66.50 Auto 0.0049 L15 17 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 Auto 0.2173 L15 18 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 Auto 0.2173 L15 19 (Area) CCI-65FP-060100 (H) 58.08 - 60.08 Auto 0.2173 L15 20 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 Auto 0.0000 L15 21 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 Auto 0.0000 L15 22 (Area) CCI-65FP-045100 (H) 60.08 - 61.50 Auto 0.0000 L16 17 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 Auto 0.2468 L16 18 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 Auto 0.2468 L16 19 (Area) CCI-65FP-060100 (H) 57.83 - 58.08 Auto 0.2468 L17 17 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 Auto 0.2254 L17 18 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 Auto 0.2254 L17 19 (Area) CCI-65FP-060100 (H) 52.83 - 57.83 Auto 0.2254 L18 17 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 Auto 0.1924 L18 18 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 Auto 0.1924 L18 19 (Area) CCI-65FP-060100 (H) 47.83 - 52.83 Auto 0.1924 L19 17 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 Auto 0.1441 L19 18 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 Auto 0.1441 L19 19 (Area) CCI-65FP-060100 (H) 38.67 - 47.83 Auto 0.1441 L20 17 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 Auto 0.1479 L20 18 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 Auto 0.1479 L20 19 (Area) CCI-65FP-060100 (H) 38.00 - 38.67 Auto 0.1479 L21 17 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 Auto 0.1252 L21 18 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 Auto 0.1252 L21 19 (Area) CCI-65FP-060100 (H) 33.00 - 38.00 Auto 0.1252 L22 14 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 Auto 0.1512 L22 15 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 Auto 0.1512 L22 16 (Area) CCI-65FP-065125 (H) 28.00 - 30.00 Auto 0.1512 L22 17 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 Auto 0.0955 L22 18 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 Auto 0.0955 L22 19 (Area) CCI-65FP-060100 (H) 30.00 - 33.00 Auto 0.0955 L22 24 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 25 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 26 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 27 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 28 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 29 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L22 30 PL 0.25x5 28.00 - 30.00 Auto 0.0000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 15 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio L22 31 PL 0.25x5 28.00 - 30.00 Auto 0.0000 L23 14 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 Auto 0.1436 L23 15 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 Auto 0.1436 L23 16 (Area) CCI-65FP-065125 (H) 27.25 - 28.00 Auto 0.1436 L23 24 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 25 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 26 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 27 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 28 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 29 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 30 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L23 31 PL 0.25x5 27.25 - 28.00 Auto 0.0000 L24 14 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 Auto 0.1820 L24 15 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 Auto 0.1820 L24 16 (Area) CCI-65FP-065125 (H) 27.00 - 27.25 Auto 0.1820 L24 24 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 25 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 26 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 27 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 28 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 29 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 30 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L24 31 PL 0.25x5 27.00 - 27.25 Auto 0.0000 L25 14 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 Auto 0.1674 L25 15 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 Auto 0.1674 L25 16 (Area) CCI-65FP-065125 (H) 22.00 - 27.00 Auto 0.1674 L25 24 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 25 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 26 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 27 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 28 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 29 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 30 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L25 31 PL 0.25x5 22.00 - 27.00 Auto 0.0000 L26 14 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 Auto 0.1344 L26 15 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 Auto 0.1344 L26 16 (Area) CCI-65FP-065125 (H) 17.00 - 22.00 Auto 0.1344 L26 24 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 25 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 26 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 27 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 28 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 29 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 30 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L26 31 PL 0.25x5 17.00 - 22.00 Auto 0.0000 L27 14 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 Auto 0.1015 L27 15 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 Auto 0.1015 L27 16 (Area) CCI-65FP-065125 (H) 12.00 - 17.00 Auto 0.1015 L27 24 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 25 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 26 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 27 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 28 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 29 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 30 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L27 31 PL 0.25x5 12.00 - 17.00 Auto 0.0000 L28 14 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 Auto 0.0685 L28 15 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 Auto 0.0685 L28 16 (Area) CCI-65FP-065125 (H) 7.00 - 12.00 Auto 0.0685 L28 24 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 25 PL 0.25x5 7.00 - 12.00 Auto 0.0000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 16 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio L28 26 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 27 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 28 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 29 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 30 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L28 31 PL 0.25x5 7.00 - 12.00 Auto 0.0000 L29 14 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 Auto 0.0355 L29 15 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 Auto 0.0355 L29 16 (Area) CCI-65FP-065125 (H) 2.00 - 7.00 Auto 0.0355 L29 24 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 25 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 26 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 27 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 28 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 29 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 30 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L29 31 PL 0.25x5 2.00 - 7.00 Auto 0.0000 L30 14 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 Auto 0.0160 L30 15 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 Auto 0.0160 L30 16 (Area) CCI-65FP-065125 (H) 0.00 - 2.00 Auto 0.0160 L30 24 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 25 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 26 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 27 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 28 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 29 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 30 PL 0.25x5 0.00 - 2.00 Auto 0.0000 L30 31 PL 0.25x5 0.00 - 2.00 Auto 0.0000 User Defined Loads - Seismic Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic Tower Section 1 - 1 117.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 2 - 1 112.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 3 - 1 107.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 4 - 1 102.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 5 - 1 97.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 6 - 1 92.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 7 - 1 87.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 8 - 1 84.08 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 9 - 1 83.04 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 10 - 1 80.29 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 11 - 1 79.00 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 12 - 1 74.00 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 13 - 1 69.00 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 14 - 1 64.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 17 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic Tower Section 15 - 1 59.79 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 16 - 1 57.96 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 17 - 1 55.33 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 18 - 1 50.33 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 19 - 1 43.25 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 20 - 1 40.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 21 - 1 35.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 22 - 1 30.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 23 - 1 27.63 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 24 - 1 27.13 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 25 - 1 24.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 26 - 1 19.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 27 - 1 14.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 28 - 1 9.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 29 - 1 4.50 0.00 0.0000 0 0 0 0 CCISeismic Tower Section 30 - 1 1.00 0.00 0.0000 0 0 0 0 CCISeismic commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic cellmax technologies CMA-UBTULBULBHH/6517/1 7/21/21_CCIV2 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic cellmax technologies CMA-UBTULBULBHH/6517/1 7/21/21_CCIV2 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic cellmax technologies CMA-UBTULBULBHH/6517/1 7/21/21_CCIV2 w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AEQK w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AEQK w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AEQK w/ Mount Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic alcatel lucent RRH4X25-WCS 120.00 0.00 0.0000 0 0 0 0 CCISeismic alcatel lucent RRH4X25-WCS 120.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 18 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic alcatel lucent RRH4X25-WCS 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHCA_CCIV2 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHCA_CCIV2 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHCA_CCIV2 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHFIB 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHFIB 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHFIB 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHLBA 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHLBA 120.00 0.00 0.0000 0 0 0 0 CCISeismic nokia AHLBA 120.00 0.00 0.0000 0 0 0 0 CCISeismic raycap DC9-48-60-24-8C-EV 120.00 0.00 0.0000 0 0 0 0 CCISeismic raycap DC6-48-60-18-8F 120.00 0.00 0.0000 0 0 0 0 CCISeismic raycap DC6-48-60-18-8F 120.00 0.00 0.0000 0 0 0 0 CCISeismic (3) mounts 2.4'' Dia x 6-ft Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic (3) mounts 2.4'' Dia x 6-ft Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic (3) mounts 2.4'' Dia x 6-ft Pipe 120.00 0.00 0.0000 0 0 0 0 CCISeismic tower mounts (cci) Platform Mount [LP 303-1_HR-1] 120.00 0.00 0.0000 0 0 0 1 CCISeismic decibel_cfd DB772G65ESXM w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic antel BXA-80090/4CF w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic antel BXA-80090/4CF w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic vzw Sub6 Antenna w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic vzw Sub6 Antenna w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic vzw Sub6 Antenna w/ Mount Pipe 98.00 0.00 0.0000 0 0 0 0 CCISeismic ericsson RRUS 32 B2 98.00 0.00 0.0000 0 0 0 0 CCISeismic ericsson RRUS 32 B2 98.00 0.00 0.0000 0 0 0 0 CCISeismic ericsson RRUS 32 B2 98.00 0.00 0.0000 0 0 0 0 CCISeismic ericsson 8843 98.00 0.00 0.0000 0 0 0 0 CCISeismic (2) ericsson 8843 98.00 0.00 0.0000 0 0 0 0 CCISeismic (2) ericsson 4449 98.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 19 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic ericsson 4449 98.00 0.00 0.0000 0 0 0 0 CCISeismic raycap RVZDC-6627-PF-48 98.00 0.00 0.0000 0 0 0 0 CCISeismic raycap RCMDC-3315-PF-48 98.00 0.00 0.0000 0 0 0 0 CCISeismic tower mounts (cci) Side Arm Mount [SO 701-3] 98.00 0.00 0.0000 0 0 0 0 CCISeismic tower mounts (cci) Miscellaneous [NA 508-3] 98.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic miscl Safety Line 3/8 From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 20 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic (10) andrew LDF5-50A(7/8) From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 21 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic (3) miscl 2.5'' Flexible Conduit From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 22 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic andrew ATCB-B01-001(5/16) From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (110ft to120ft) 115.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (100ft to110ft) 105.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (90ft to100ft) 95.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 23 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (90ft to98ft) 94.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (90ft to98ft) 94.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) 65.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 24 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K From 0 to 98 (60ft to70ft) CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (90ft to98ft) 94.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (80ft to90ft) 85.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (70ft to80ft) 75.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (60ft to70ft) 65.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (50ft to60ft) 55.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (40ft to50ft) 45.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (30ft to40ft) 35.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic (6) andrew LDF5-50A(7/8) From 0 to 98 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 5.00 0.00 0.0000 0 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 25 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K to 30 (0ft to10ft) CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (20ft to30ft) 25.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (10ft to20ft) 15.00 0.00 0.0000 0 0 0 0 CCISeismic PL 0.25x5 From 0 to 30 (0ft to10ft) 5.00 0.00 0.0000 0 0 0 0 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 **120** NNH4-65D-R6 w/ Mount Pipe A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 10.77 11.42 12.08 5.74 6.34 6.95 0 0 0 NNH4-65D-R6 w/ Mount Pipe B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 10.77 11.42 12.08 5.74 6.34 6.95 0 0 0 NNH4-65D-R6 w/ Mount C From 4.00 0.0000 120.00 No Ice 10.77 5.74 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 26 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 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 Pipe Centroid-Le g 0.00 1.00 1/2'' Ice 1'' Ice 11.42 12.08 6.34 6.95 0 0 CMA-UBTULBULBHH/651 7/17/21/21_CCIV2 w/ Mount Pipe A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 22.59 23.36 24.14 10.32 11.85 13.40 0 0 0 CMA-UBTULBULBHH/651 7/17/21/21_CCIV2 w/ Mount Pipe B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 22.59 23.36 24.14 10.32 11.85 13.40 0 0 0 CMA-UBTULBULBHH/651 7/17/21/21_CCIV2 w/ Mount Pipe C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 22.59 23.36 24.14 10.32 11.85 13.40 0 0 0 AEQK w/ Mount Pipe A From Centroid-Le g 4.00 0.00 4.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 4.57 4.89 5.23 3.10 3.53 3.97 0 0 0 AEQK w/ Mount Pipe B From Centroid-Le g 4.00 0.00 4.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 4.57 4.89 5.23 3.10 3.53 3.97 0 0 0 AEQK w/ Mount Pipe C From Centroid-Le g 4.00 0.00 4.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 4.57 4.89 5.23 3.10 3.53 3.97 0 0 0 RRH4X25-WCS A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.34 3.59 3.84 3.84 4.09 4.36 0 0 0 RRH4X25-WCS B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.34 3.59 3.84 3.84 4.09 4.36 0 0 0 RRH4X25-WCS C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.34 3.59 3.84 3.84 4.09 4.36 0 0 0 AHCA_CCIV2 A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.29 1.43 1.58 0.72 0.83 0.96 0 0 0 AHCA_CCIV2 B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.29 1.43 1.58 0.72 0.83 0.96 0 0 0 AHCA_CCIV2 C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.29 1.43 1.58 0.72 0.83 0.96 0 0 0 AHFIB A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 2.23 2.42 2.62 1.13 1.28 1.44 0 0 0 AHFIB B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 2.23 2.42 2.62 1.13 1.28 1.44 0 0 0 AHFIB C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 2.23 2.42 2.62 1.13 1.28 1.44 0 0 0 AHLBA A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.67 3.92 4.18 2.31 2.51 2.73 0 0 0 AHLBA B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.67 3.92 4.18 2.31 2.51 2.73 0 0 0 AHLBA C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 3.67 3.92 4.18 2.31 2.51 2.73 0 0 0 DC9-48-60-24-8C-EV A From 4.00 0.0000 120.00 No Ice 1.14 1.14 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 27 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 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 Centroid-Le g 0.00 1.00 1/2'' Ice 1'' Ice 1.79 2.00 1.79 2.00 0 0 DC6-48-60-18-8F A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.21 1.89 2.11 1.21 1.89 2.11 0 0 0 DC6-48-60-18-8F C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.21 1.89 2.11 1.21 1.89 2.11 0 0 0 (3) 2.4'' Dia x 6-ft Pipe A From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.43 1.93 2.30 1.43 1.93 2.30 0 0 0 (3) 2.4'' Dia x 6-ft Pipe B From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.43 1.93 2.30 1.43 1.93 2.30 0 0 0 (3) 2.4'' Dia x 6-ft Pipe C From Centroid-Le g 4.00 0.00 1.00 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 1.43 1.93 2.30 1.43 1.93 2.30 0 0 0 Platform Mount [LP 303-1_HR-1] C None 0.0000 120.00 No Ice 1/2'' Ice 1'' Ice 17.09 21.47 25.72 17.09 21.47 25.72 1 2 2 **98** DB772G65ESXM w/ Mount Pipe A From Leg 4.00 0.00 2.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 2.58 2.90 3.22 1.60 1.87 2.15 0 0 0 BXA-80090/4CF w/ Mount Pipe B From Leg 4.00 0.00 2.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 3.83 4.20 4.57 3.88 4.49 5.11 0 0 0 BXA-80090/4CF w/ Mount Pipe C From Leg 4.00 0.00 2.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 3.83 4.20 4.57 3.88 4.49 5.11 0 0 0 (2) MX06FRO860-02 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 8.84 9.51 10.20 7.49 8.15 8.82 0 0 0 (2) MX06FRO860-02 w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 8.84 9.51 10.20 7.49 8.15 8.82 0 0 0 (2) MX06FRO860-02 w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 8.84 9.51 10.20 7.49 8.15 8.82 0 0 0 Sub6 Antenna w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 4.23 4.56 4.89 2.88 3.30 3.75 0 0 0 Sub6 Antenna w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 4.23 4.56 4.89 2.88 3.30 3.75 0 0 0 Sub6 Antenna w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 4.23 4.56 4.89 2.88 3.30 3.75 0 0 0 RRUS 32 B2 A From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 2.73 2.95 3.18 1.67 1.86 2.05 0 0 0 RRUS 32 B2 B From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 2.73 2.95 3.18 1.67 1.86 2.05 0 0 0 RRUS 32 B2 C From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 2.73 2.95 3.18 1.67 1.86 2.05 0 0 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 28 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 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 8843 A From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 1.65 1.81 1.98 1.36 1.51 1.67 0 0 0 (2) 8843 B From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 1.65 1.81 1.98 1.36 1.51 1.67 0 0 0 (2) 4449 B From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 1.97 2.15 2.33 1.40 1.56 1.72 0 0 0 4449 C From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 1.97 2.15 2.33 1.40 1.56 1.72 0 0 0 RVZDC-6627-PF-48 A From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 3.79 4.04 4.30 2.51 2.73 2.95 0 0 0 RCMDC-3315-PF-48 C From Leg 4.00 0.00 0.00 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 3.36 3.60 3.84 2.19 2.39 2.61 0 0 0 Side Arm Mount [SO 701-3] C None 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 3.02 4.18 5.33 3.02 4.18 5.33 0 0 0 Miscellaneous [NA 508-3] C None 0.0000 98.00 No Ice 1/2'' Ice 1'' Ice 10.62 13.64 16.86 10.62 13.64 16.86 1 1 1 *** Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice ttnnxxTToowweerr Job May Creek (BU 846429) Page 29 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Comb. No. Description 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr Job May Creek (BU 846429) Page 30 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 120 - 115 Pole Max Tension 26 0 0 0 Max. Compression 26 -9 0 0 Max. Mx 20 -4 32 0 Max. My 2 -4 0 33 Max. Vy 8 6 -32 0 Max. Vx 14 6 0 -32 Max. Torque 18 0 L2 115 - 110 Pole Max Tension 1 0 0 0 Max. Compression 26 -9 0 0 Max. Mx 20 -4 61 0 Max. My 2 -4 0 61 Max. Vy 8 6 -60 0 Max. Vx 14 6 0 -60 Max. Torque 18 0 L3 110 - 105 Pole Max Tension 1 0 0 0 Max. Compression 26 -9 0 0 Max. Mx 20 -5 90 0 Max. My 2 -5 0 90 Max. Vy 8 6 -90 0 Max. Vx 14 6 0 -89 Max. Torque 18 0 L4 105 - 100 Pole Max Tension 1 0 0 0 Max. Compression 26 -10 0 0 Max. Mx 20 -5 120 0 Max. My 2 -5 0 120 Max. Vy 8 6 -120 0 Max. Vx 14 6 0 -120 Max. Torque 18 0 L5 100 - 95 Pole Max Tension 1 0 0 0 Max. Compression 26 -16 -1 0 Max. Mx 8 -8 -161 0 Max. My 14 -8 -1 -161 Max. Vy 8 9 -161 0 Max. Vx 14 9 -1 -161 Max. Torque 18 0 L6 95 - 90 Pole Max Tension 1 0 0 0 Max. Compression 26 -16 -1 0 Max. Mx 8 -8 -208 0 Max. My 14 -8 -1 -208 Max. Vy 8 9 -208 0 Max. Vx 14 10 -1 -208 Max. Torque 18 0 L7 90 - 85 Pole Max Tension 1 0 0 0 Max. Compression 26 -16 -1 0 Max. Mx 8 -8 -256 0 Max. My 14 -8 -1 -256 Max. Vy 8 10 -256 0 Max. Vx 14 10 -1 -256 Max. Torque 18 0 L8 85 - 83.166 Pole Max Tension 1 0 0 0 Max. Compression 26 -17 -1 0 Max. Mx 8 -9 -274 0 Max. My 14 -9 -1 -274 Max. Vy 8 10 -274 0 Max. Vx 14 10 -1 -274 Max. Torque 18 0 L9 83.166 - 82.916 Pole Max Tension 1 0 0 0 Max. Compression 26 -17 -1 0 Max. Mx 8 -9 -276 0 Max. My 14 -9 -1 -276 ttnnxxTToowweerr Job May Creek (BU 846429) Page 31 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Vy 8 10 -276 0 Max. Vx 14 10 -1 -276 Max. Torque 18 0 L10 82.916 - 77.67 Pole Max Tension 1 0 0 0 Max. Compression 26 -17 -1 0 Max. Mx 8 -9 -290 0 Max. My 14 -9 -1 -290 Max. Vy 8 10 -290 0 Max. Vx 14 10 -1 -290 Max. Torque 18 0 L11 77.67 - 76.5 Pole Max Tension 1 0 0 0 Max. Compression 26 -18 -1 0 Max. Mx 8 -10 -339 0 Max. My 14 -10 -1 -339 Max. Vy 8 10 -339 0 Max. Vx 14 10 -1 -339 Max. Torque 18 0 L12 76.5 - 71.5 Pole Max Tension 1 0 0 0 Max. Compression 26 -19 -1 0 Max. Mx 8 -11 -390 0 Max. My 14 -11 -1 -390 Max. Vy 8 10 -390 0 Max. Vx 14 10 -1 -390 Max. Torque 18 0 L13 71.5 - 66.5 Pole Max Tension 1 0 0 0 Max. Compression 26 -20 -1 0 Max. Mx 8 -11 -442 0 Max. My 14 -11 -1 -442 Max. Vy 8 10 -442 0 Max. Vx 14 11 -1 -442 Max. Torque 18 0 L14 66.5 - 61.5 Pole Max Tension 1 0 0 0 Max. Compression 26 -21 -1 0 Max. Mx 8 -12 -495 0 Max. My 14 -12 -1 -495 Max. Vy 8 11 -495 0 Max. Vx 14 11 -1 -495 Max. Torque 18 0 L15 61.5 - 58.083 Pole Max Tension 1 0 0 0 Max. Compression 26 -21 -1 0 Max. Mx 8 -12 -532 0 Max. My 14 -12 -1 -532 Max. Vy 8 11 -532 0 Max. Vx 14 11 -1 -532 Max. Torque 18 0 L16 58.083 - 57.833 Pole Max Tension 1 0 0 0 Max. Compression 26 -21 -1 0 Max. Mx 8 -12 -534 0 Max. My 14 -12 -1 -535 Max. Vy 8 11 -534 0 Max. Vx 14 11 -1 -535 Max. Torque 18 0 L17 57.833 - 52.833 Pole Max Tension 1 0 0 0 Max. Compression 26 -22 -1 0 Max. Mx 8 -13 -589 0 Max. My 14 -13 -1 -590 Max. Vy 8 11 -589 0 Max. Vx 14 11 -1 -590 Max. Torque 18 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 32 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L18 52.833 - 47.833 Pole Max Tension 1 0 0 0 Max. Compression 26 -23 -1 0 Max. Mx 8 -14 -645 0 Max. My 14 -14 -1 -646 Max. Vy 8 11 -645 0 Max. Vx 14 11 -1 -646 Max. Torque 18 0 L19 47.833 - 38.67 Pole Max Tension 1 0 0 0 Max. Compression 26 -24 -1 0 Max. Mx 8 -15 -700 0 Max. My 14 -15 -1 -701 Max. Vy 8 11 -700 0 Max. Vx 14 11 -1 -701 Max. Torque 18 0 L20 38.67 - 38 Pole Max Tension 1 0 0 0 Max. Compression 26 -26 -1 0 Max. Mx 8 -16 -758 0 Max. My 14 -16 -1 -759 Max. Vy 8 12 -758 0 Max. Vx 14 12 -1 -759 Max. Torque 18 0 L21 38 - 33 Pole Max Tension 1 0 0 0 Max. Compression 26 -27 -1 0 Max. Mx 8 -17 -817 0 Max. My 14 -17 -1 -818 Max. Vy 8 12 -817 0 Max. Vx 14 12 -1 -818 Max. Torque 18 0 L22 33 - 28 Pole Max Tension 1 0 0 0 Max. Compression 26 -28 -1 0 Max. Mx 8 -18 -876 0 Max. My 14 -18 -1 -878 Max. Vy 8 12 -876 0 Max. Vx 14 12 -1 -878 Max. Torque 18 0 L23 28 - 27.25 Pole Max Tension 1 0 0 0 Max. Compression 26 -29 -1 0 Max. Mx 8 -18 -885 0 Max. My 14 -18 -1 -887 Max. Vy 8 12 -885 0 Max. Vx 14 12 -1 -887 Max. Torque 18 0 L24 27.25 - 27 Pole Max Tension 1 0 0 0 Max. Compression 26 -29 -1 0 Max. Mx 8 -19 -888 0 Max. My 14 -19 -1 -890 Max. Vy 8 12 -888 0 Max. Vx 14 12 -1 -890 Max. Torque 18 0 L25 27 - 22 Pole Max Tension 1 0 0 0 Max. Compression 26 -30 -1 0 Max. Mx 8 -20 -949 0 Max. My 14 -20 -1 -950 Max. Vy 8 12 -949 0 Max. Vx 14 12 -1 -950 Max. Torque 18 0 L26 22 - 17 Pole Max Tension 1 0 0 0 Max. Compression 26 -32 -1 0 Max. Mx 8 -21 -1011 0 Max. My 14 -21 -1 -1012 ttnnxxTToowweerr Job May Creek (BU 846429) Page 33 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Vy 8 12 -1011 0 Max. Vx 14 12 -1 -1012 Max. Torque 18 0 L27 17 - 12 Pole Max Tension 1 0 0 0 Max. Compression 26 -34 -1 0 Max. Mx 8 -22 -1073 0 Max. My 14 -22 -1 -1074 Max. Vy 8 13 -1073 0 Max. Vx 14 13 -1 -1074 Max. Torque 18 0 L28 12 - 7 Pole Max Tension 1 0 0 0 Max. Compression 26 -35 -1 0 Max. Mx 8 -24 -1136 0 Max. My 14 -24 -1 -1137 Max. Vy 8 13 -1136 0 Max. Vx 14 13 -1 -1137 Max. Torque 18 0 L29 7 - 2 Pole Max Tension 1 0 0 0 Max. Compression 26 -37 -1 0 Max. Mx 8 -25 -1199 0 Max. My 14 -25 -1 -1201 Max. Vy 8 13 -1199 0 Max. Vx 14 13 -1 -1201 Max. Torque 18 0 L30 2 - 0 Pole Max Tension 1 0 0 0 Max. Compression 26 -37 -1 0 Max. Mx 8 -25 -1225 0 Max. My 14 -25 -1 -1226 Max. Vy 8 13 -1225 0 Max. Vx 14 13 -1 -1226 Max. Torque 18 0 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 26 37 0 0 Max. Hx 20 25 13 0 Max. Hz 2 25 0 13 Max. Mx 2 1226 0 13 Max. Mz 8 1225 -13 0 Max. Torsion 18 0 11 -6 Min. Vert 72 14 4 2 Min. Hx 8 25 -13 0 Min. Hz 14 25 0 -13 Min. Mx 14 -1226 0 -13 Min. Mz 20 -1223 13 0 Min. Torsion 6 0 -11 6 Tower Mast Reaction Summary ttnnxxTToowweerr Job May Creek (BU 846429) Page 34 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 21 0 0 0 -1 0 1.2 Dead+1.0 Wind 0 deg - No Ice 25 0 -13 -1226 -1 0 0.9 Dead+1.0 Wind 0 deg - No Ice 19 0 -13 -1202 -1 0 1.2 Dead+1.0 Wind 30 deg - No Ice 25 6 -11 -1062 -613 0 0.9 Dead+1.0 Wind 30 deg - No Ice 19 6 -11 -1041 -601 0 1.2 Dead+1.0 Wind 60 deg - No Ice 25 11 -6 -613 -1061 0 0.9 Dead+1.0 Wind 60 deg - No Ice 19 11 -6 -601 -1040 0 1.2 Dead+1.0 Wind 90 deg - No Ice 25 13 0 0 -1225 0 0.9 Dead+1.0 Wind 90 deg - No Ice 19 13 0 0 -1201 0 1.2 Dead+1.0 Wind 120 deg - No Ice 25 11 6 613 -1061 0 0.9 Dead+1.0 Wind 120 deg - No Ice 19 11 6 602 -1040 0 1.2 Dead+1.0 Wind 150 deg - No Ice 25 6 11 1062 -613 0 0.9 Dead+1.0 Wind 150 deg - No Ice 19 6 11 1042 -601 0 1.2 Dead+1.0 Wind 180 deg - No Ice 25 0 13 1226 -1 0 0.9 Dead+1.0 Wind 180 deg - No Ice 19 0 13 1203 -1 0 1.2 Dead+1.0 Wind 210 deg - No Ice 25 -6 11 1062 611 0 0.9 Dead+1.0 Wind 210 deg - No Ice 19 -6 11 1042 600 0 1.2 Dead+1.0 Wind 240 deg - No Ice 25 -11 6 613 1059 0 0.9 Dead+1.0 Wind 240 deg - No Ice 19 -11 6 602 1039 0 1.2 Dead+1.0 Wind 270 deg - No Ice 25 -13 0 0 1223 0 0.9 Dead+1.0 Wind 270 deg - No Ice 19 -13 0 0 1200 0 1.2 Dead+1.0 Wind 300 deg - No Ice 25 -11 -6 -613 1059 0 0.9 Dead+1.0 Wind 300 deg - No Ice 19 -11 -6 -601 1039 0 1.2 Dead+1.0 Wind 330 deg - No Ice 25 -6 -11 -1062 611 0 0.9 Dead+1.0 Wind 330 deg - No Ice 19 -6 -11 -1041 600 0 1.2 Dead+1.0 Ice+1.0 Temp 37 0 0 0 -1 0 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 37 0 -2 -156 -1 0 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 37 1 -1 -135 -79 0 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 37 1 -1 -78 -136 0 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 37 2 0 0 -157 0 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 37 1 1 78 -136 0 1.2 Dead+1.0 Wind 150 37 1 1 135 -79 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 35 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 37 0 2 156 -1 0 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 37 -1 1 135 77 0 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 37 -1 1 78 134 0 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 -2 0 0 155 0 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 37 -1 -1 -78 134 0 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 37 -1 -1 -135 77 0 Dead+Wind 0 deg - Service 21 0 -5 -429 -1 0 Dead+Wind 30 deg - Service 21 2 -4 -371 -215 0 Dead+Wind 60 deg - Service 21 4 -2 -214 -372 0 Dead+Wind 90 deg - Service 21 5 0 0 -429 0 Dead+Wind 120 deg - Service 21 4 2 215 -372 0 Dead+Wind 150 deg - Service 21 2 4 372 -215 0 Dead+Wind 180 deg - Service 21 0 5 429 -1 0 Dead+Wind 210 deg - Service 21 -2 4 372 213 0 Dead+Wind 240 deg - Service 21 -4 2 215 370 0 Dead+Wind 270 deg - Service 21 -5 0 0 428 0 Dead+Wind 300 deg - Service 21 -4 -2 -214 370 0 Dead+Wind 330 deg - Service 21 -2 -4 -371 213 0 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 30 0 -5 -509 -1 0 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 14 0 -5 -484 -1 0 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 30 2 -4 -441 -256 0 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 14 2 -4 -420 -243 0 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 30 4 -2 -255 -442 0 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 14 4 -2 -242 -420 0 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 30 5 0 0 -511 0 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 14 5 0 0 -485 0 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 30 4 2 255 -442 0 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 14 4 2 243 -420 0 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 30 2 4 442 -256 0 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 14 2 4 420 -243 0 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 30 0 5 510 -1 0 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 14 0 5 485 -1 0 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 30 -2 4 442 254 0 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 14 -2 4 420 242 0 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 30 -4 2 255 440 0 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 14 -4 2 243 419 0 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 30 -5 0 0 509 0 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 14 -5 0 0 484 0 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 30 -4 -2 -255 440 0 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 14 -4 -2 -242 419 0 ttnnxxTToowweerr Job May Creek (BU 846429) Page 36 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 30 -2 -4 -441 254 0 0.9 Dead-1.0 Ev+1.0 Eh 330 deg 14 -2 -4 -420 242 0 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 1 0 -21 0 0 21 0 0.000% 2 0 -25 -13 0 25 13 0.000% 3 0 -19 -13 0 19 13 0.000% 4 6 -25 -11 -6 25 11 0.000% 5 6 -19 -11 -6 19 11 0.000% 6 11 -25 -6 -11 25 6 0.000% 7 11 -19 -6 -11 19 6 0.000% 8 13 -25 0 -13 25 0 0.000% 9 13 -19 0 -13 19 0 0.000% 10 11 -25 6 -11 25 -6 0.000% 11 11 -19 6 -11 19 -6 0.000% 12 6 -25 11 -6 25 -11 0.000% 13 6 -19 11 -6 19 -11 0.000% 14 0 -25 13 0 25 -13 0.000% 15 0 -19 13 0 19 -13 0.000% 16 -6 -25 11 6 25 -11 0.000% 17 -6 -19 11 6 19 -11 0.000% 18 -11 -25 6 11 25 -6 0.000% 19 -11 -19 6 11 19 -6 0.000% 20 -13 -25 0 13 25 0 0.000% 21 -13 -19 0 13 19 0 0.000% 22 -11 -25 -6 11 25 6 0.000% 23 -11 -19 -6 11 19 6 0.000% 24 -6 -25 -11 6 25 11 0.000% 25 -6 -19 -11 6 19 11 0.000% 26 0 -37 0 0 37 0 0.000% 27 0 -37 -2 0 37 2 0.000% 28 1 -37 -1 -1 37 1 0.000% 29 1 -37 -1 -1 37 1 0.000% 30 2 -37 0 -2 37 0 0.000% 31 1 -37 1 -1 37 -1 0.000% 32 1 -37 1 -1 37 -1 0.000% 33 0 -37 2 0 37 -2 0.000% 34 -1 -37 1 1 37 -1 0.000% 35 -1 -37 1 1 37 -1 0.000% 36 -2 -37 0 2 37 0 0.000% 37 -1 -37 -1 1 37 1 0.000% 38 -1 -37 -1 1 37 1 0.000% 39 0 -21 -5 0 21 5 0.000% 40 2 -21 -4 -2 21 4 0.000% 41 4 -21 -2 -4 21 2 0.000% 42 5 -21 0 -5 21 0 0.000% 43 4 -21 2 -4 21 -2 0.000% 44 2 -21 4 -2 21 -4 0.000% 45 0 -21 5 0 21 -5 0.000% 46 -2 -21 4 2 21 -4 0.000% 47 -4 -21 2 4 21 -2 0.000% 48 -5 -21 0 5 21 0 0.000% ttnnxxTToowweerr Job May Creek (BU 846429) Page 37 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 49 -4 -21 -2 4 21 2 0.000% 50 -2 -21 -4 2 21 4 0.000% 51 0 -30 -5 0 30 5 0.000% 52 0 -14 -5 0 14 5 0.000% 53 2 -30 -4 -2 30 4 0.000% 54 2 -14 -4 -2 14 4 0.000% 55 4 -30 -2 -4 30 2 0.000% 56 4 -14 -2 -4 14 2 0.000% 57 5 -30 0 -5 30 0 0.000% 58 5 -14 0 -5 14 0 0.000% 59 4 -30 2 -4 30 -2 0.000% 60 4 -14 2 -4 14 -2 0.000% 61 2 -30 4 -2 30 -4 0.000% 62 2 -14 4 -2 14 -4 0.000% 63 0 -30 5 0 30 -5 0.000% 64 0 -14 5 0 14 -5 0.000% 65 -2 -30 4 2 30 -4 0.000% 66 -2 -14 4 2 14 -4 0.000% 67 -4 -30 2 4 30 -2 0.000% 68 -4 -14 2 4 14 -2 0.000% 69 -5 -30 0 5 30 0 0.000% 70 -5 -14 0 5 14 0 0.000% 71 -4 -30 -2 4 30 2 0.000% 72 -4 -14 -2 4 14 2 0.000% 73 -2 -30 -4 2 30 4 0.000% 74 -2 -14 -4 2 14 4 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00077972 3 Yes 5 0.00000001 0.00030001 4 Yes 7 0.00000001 0.00046987 5 Yes 7 0.00000001 0.00010747 6 Yes 7 0.00000001 0.00046325 7 Yes 7 0.00000001 0.00010592 8 Yes 5 0.00000001 0.00070339 9 Yes 5 0.00000001 0.00029888 10 Yes 7 0.00000001 0.00046833 11 Yes 7 0.00000001 0.00010712 12 Yes 7 0.00000001 0.00046816 13 Yes 7 0.00000001 0.00010696 14 Yes 5 0.00000001 0.00077262 15 Yes 5 0.00000001 0.00029652 16 Yes 7 0.00000001 0.00046229 17 Yes 7 0.00000001 0.00010579 18 Yes 7 0.00000001 0.00046882 19 Yes 7 0.00000001 0.00010736 20 Yes 5 0.00000001 0.00070939 21 Yes 5 0.00000001 0.00030207 22 Yes 7 0.00000001 0.00046365 23 Yes 7 0.00000001 0.00010615 24 Yes 7 0.00000001 0.00046389 25 Yes 7 0.00000001 0.00010628 ttnnxxTToowweerr Job May Creek (BU 846429) Page 38 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung 26 Yes 4 0.00000001 0.00026905 27 Yes 6 0.00000001 0.00077102 28 Yes 6 0.00000001 0.00085727 29 Yes 6 0.00000001 0.00085794 30 Yes 6 0.00000001 0.00078052 31 Yes 6 0.00000001 0.00086252 32 Yes 6 0.00000001 0.00086216 33 Yes 6 0.00000001 0.00077584 34 Yes 6 0.00000001 0.00084708 35 Yes 6 0.00000001 0.00084479 36 Yes 6 0.00000001 0.00076278 37 Yes 6 0.00000001 0.00084024 38 Yes 6 0.00000001 0.00084220 39 Yes 5 0.00000001 0.00011569 40 Yes 6 0.00000001 0.00025131 41 Yes 6 0.00000001 0.00024535 42 Yes 5 0.00000001 0.00011039 43 Yes 6 0.00000001 0.00025034 44 Yes 6 0.00000001 0.00025056 45 Yes 5 0.00000001 0.00011581 46 Yes 6 0.00000001 0.00024358 47 Yes 6 0.00000001 0.00024926 48 Yes 5 0.00000001 0.00010983 49 Yes 6 0.00000001 0.00024419 50 Yes 6 0.00000001 0.00024423 51 Yes 5 0.00000001 0.00036026 52 Yes 4 0.00000001 0.00082148 53 Yes 7 0.00000001 0.00014494 54 Yes 6 0.00000001 0.00010881 55 Yes 7 0.00000001 0.00014329 56 Yes 6 0.00000001 0.00010780 57 Yes 5 0.00000001 0.00032008 58 Yes 4 0.00000001 0.00068213 59 Yes 7 0.00000001 0.00014473 60 Yes 6 0.00000001 0.00010863 61 Yes 7 0.00000001 0.00014539 62 Yes 6 0.00000001 0.00010904 63 Yes 5 0.00000001 0.00036134 64 Yes 4 0.00000001 0.00082357 65 Yes 7 0.00000001 0.00014203 66 Yes 6 0.00000001 0.00010710 67 Yes 7 0.00000001 0.00014368 68 Yes 6 0.00000001 0.00010810 69 Yes 5 0.00000001 0.00031791 70 Yes 4 0.00000001 0.00067812 71 Yes 7 0.00000001 0.00014225 72 Yes 6 0.00000001 0.00010727 73 Yes 7 0.00000001 0.00014159 74 Yes 6 0.00000001 0.00010687 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 120 - 115 37.628 44 3.1104 0.0017 L2 115 - 110 34.391 44 3.0705 0.0009 L3 110 - 105 31.221 44 2.9824 0.0004 L4 105 - 100 28.164 44 2.8565 0.0005 L5 100 - 95 25.254 44 2.7014 0.0010 ttnnxxTToowweerr Job May Creek (BU 846429) Page 39 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L6 95 - 90 22.519 44 2.5178 0.0011 L7 90 - 85 19.995 44 2.3001 0.0009 L8 85 - 83.166 17.714 44 2.0558 0.0007 L9 83.166 - 82.916 16.942 44 1.9626 0.0006 L10 82.916 - 77.67 16.839 44 1.9570 0.0006 L11 81.5 - 76.5 16.264 44 1.9243 0.0006 L12 76.5 - 71.5 14.282 44 1.8503 0.0006 L13 71.5 - 66.5 12.411 44 1.7228 0.0005 L14 66.5 - 61.5 10.678 44 1.5881 0.0004 L15 61.5 - 58.083 9.088 44 1.4490 0.0004 L16 58.083 - 57.833 8.086 44 1.3516 0.0003 L17 57.833 - 52.833 8.015 44 1.3455 0.0003 L18 52.833 - 47.833 6.672 44 1.2202 0.0003 L19 47.833 - 38.67 5.461 44 1.0930 0.0003 L20 43 - 38 4.418 44 0.9673 0.0002 L21 38 - 33 3.439 44 0.8939 0.0002 L22 33 - 28 2.572 44 0.7626 0.0002 L23 28 - 27.25 1.843 44 0.6296 0.0001 L24 27.25 - 27 1.746 44 0.6099 0.0001 L25 27 - 22 1.714 44 0.6043 0.0001 L26 22 - 17 1.139 44 0.4937 0.0001 L27 17 - 12 0.681 44 0.3823 0.0001 L28 12 - 7 0.339 44 0.2703 0.0001 L29 7 - 2 0.115 44 0.1578 0.0000 L30 2 - 0 0.009 44 0.0447 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 120.00 NNH4-65D-R6 w/ Mount Pipe 44 37.628 3.1104 0.0018 4286 117.50 CCISeismic Tower Section 1 - 1 44 36.005 3.0945 0.0014 4286 115.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (110ft to120ft) 44 34.391 3.0705 0.0009 4286 112.50 CCISeismic Tower Section 2 - 1 44 32.794 3.0325 0.0006 3171 107.50 CCISeismic Tower Section 3 - 1 44 29.676 2.9234 0.0003 2268 105.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (100ft to110ft) 44 28.164 2.8565 0.0006 2018 102.50 CCISeismic Tower Section 4 - 1 44 26.688 2.7823 0.0009 1845 98.00 DB772G65ESXM w/ Mount Pipe 44 24.137 2.6322 0.0011 1589 97.50 CCISeismic Tower Section 5 - 1 44 23.862 2.6142 0.0011 1560 95.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (90ft to100ft) 44 22.519 2.5178 0.0011 1429 94.00 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (90ft to98ft) 44 21.997 2.4761 0.0011 1383 92.50 CCISeismic Tower Section 6 - 1 44 21.229 2.4110 0.0010 1323 87.50 CCISeismic Tower Section 7 - 1 44 18.823 2.1879 0.0008 1185 85.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (80ft to90ft) 44 17.714 2.0558 0.0007 1312 84.08 CCISeismic Tower Section 8 - 1 44 17.323 2.0014 0.0007 1456 83.04 CCISeismic Tower Section 9 - 1 44 16.891 1.9597 0.0006 1736 80.29 CCISeismic Tower Section 10 - 1 44 15.778 1.9023 0.0006 2925 79.00 CCISeismic Tower Section 11 - 1 44 15.262 1.8849 0.0006 3174 75.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (70ft to80ft) 44 13.707 1.8186 0.0006 2455 ttnnxxTToowweerr Job May Creek (BU 846429) Page 40 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 74.00 CCISeismic Tower Section 12 - 1 44 13.331 1.7931 0.0005 2346 69.00 CCISeismic Tower Section 13 - 1 44 11.527 1.6544 0.0005 2124 65.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (60ft to70ft) 44 10.186 1.5479 0.0004 2077 64.00 CCISeismic Tower Section 14 - 1 44 9.865 1.5205 0.0004 2065 59.79 CCISeismic Tower Section 15 - 1 44 8.578 1.3982 0.0004 2077 57.96 CCISeismic Tower Section 16 - 1 44 8.050 1.3486 0.0003 2153 55.33 CCISeismic Tower Section 17 - 1 44 7.327 1.2832 0.0003 2268 55.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (50ft to60ft) 44 7.238 1.2748 0.0003 2276 50.33 CCISeismic Tower Section 18 - 1 44 6.049 1.1583 0.0003 2194 45.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (40ft to50ft) 44 4.836 1.0136 0.0002 2612 43.25 CCISeismic Tower Section 19 - 1 44 4.470 0.9722 0.0002 2905 40.50 CCISeismic Tower Section 20 - 1 44 3.916 0.9306 0.0002 2983 35.50 CCISeismic Tower Section 21 - 1 44 2.990 0.8340 0.0002 2367 35.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (30ft to40ft) 44 2.904 0.8199 0.0002 2314 30.50 CCISeismic Tower Section 22 - 1 44 2.190 0.6958 0.0001 2154 27.63 CCISeismic Tower Section 23 - 1 44 1.794 0.6193 0.0001 2327 27.13 CCISeismic Tower Section 24 - 1 44 1.730 0.6070 0.0001 2370 25.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (20ft to30ft) 44 1.470 0.5604 0.0001 2517 24.50 CCISeismic Tower Section 25 - 1 44 1.412 0.5493 0.0001 2539 19.50 CCISeismic Tower Section 26 - 1 44 0.896 0.4380 0.0001 2575 15.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (10ft to20ft) 44 0.530 0.3376 0.0001 2554 14.50 CCISeismic Tower Section 27 - 1 44 0.495 0.3264 0.0001 2551 9.50 CCISeismic Tower Section 28 - 1 44 0.213 0.2142 0.0000 2574 5.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (0ft to10ft) 44 0.058 0.1125 0.0000 2506 4.50 CCISeismic Tower Section 29 - 1 44 0.047 0.1011 0.0000 2506 1.00 CCISeismic Tower Section 30 - 1 44 0.003 0.0223 0.0000 2506 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 120 - 115 107.405 14 8.8973 0.0032 L2 115 - 110 98.175 14 8.7818 0.0014 L3 110 - 105 89.138 14 8.5279 0.0013 L4 105 - 100 80.423 14 8.1663 0.0025 L5 100 - 95 72.128 14 7.7208 0.0038 L6 95 - 90 64.334 14 7.1971 0.0039 L7 90 - 85 57.134 14 6.5764 0.0032 L8 85 - 83.166 50.620 14 5.8790 0.0025 L9 83.166 - 82.916 48.417 14 5.6130 0.0023 L10 82.916 - 77.67 48.124 14 5.5969 0.0023 L11 81.5 - 76.5 46.480 14 5.5035 0.0022 L12 76.5 - 71.5 40.819 14 5.2921 0.0020 L13 71.5 - 66.5 35.474 14 4.9274 0.0018 L14 66.5 - 61.5 30.521 14 4.5423 0.0016 L15 61.5 - 58.083 25.976 14 4.1444 0.0014 L16 58.083 - 57.833 23.112 14 3.8658 0.0012 L17 57.833 - 52.833 22.910 14 3.8484 0.0012 ttnnxxTToowweerr Job May Creek (BU 846429) Page 41 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L18 52.833 - 47.833 19.070 14 3.4897 0.0011 L19 47.833 - 38.67 15.608 14 3.1258 0.0009 L20 43 - 38 12.628 14 2.7660 0.0008 L21 38 - 33 9.830 14 2.5561 0.0007 L22 33 - 28 7.351 14 2.1805 0.0006 L23 28 - 27.25 5.268 14 1.7998 0.0005 L24 27.25 - 27 4.990 14 1.7434 0.0004 L25 27 - 22 4.899 14 1.7275 0.0004 L26 22 - 17 3.256 14 1.4110 0.0003 L27 17 - 12 1.945 14 1.0926 0.0003 L28 12 - 7 0.969 14 0.7724 0.0002 L29 7 - 2 0.329 14 0.4508 0.0001 L30 2 - 0 0.027 14 0.1277 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 120.00 NNH4-65D-R6 w/ Mount Pipe 14 107.405 8.8973 0.0036 1577 117.50 CCISeismic Tower Section 1 - 1 14 102.777 8.8511 0.0025 1577 115.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (110ft to120ft) 14 98.175 8.7818 0.0014 1577 112.50 CCISeismic Tower Section 2 - 1 14 93.623 8.6722 0.0011 1162 107.50 CCISeismic Tower Section 3 - 1 14 84.734 8.3584 0.0022 824 105.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (100ft to110ft) 14 80.423 8.1663 0.0028 732 102.50 CCISeismic Tower Section 4 - 1 14 76.218 7.9528 0.0035 667 98.00 DB772G65ESXM w/ Mount Pipe 14 68.945 7.5231 0.0043 573 97.50 CCISeismic Tower Section 5 - 1 14 68.163 7.4715 0.0043 563 95.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (90ft to100ft) 14 64.334 7.1971 0.0041 516 94.00 CCISeismic huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 (90ft to98ft) 14 62.843 7.0783 0.0040 499 92.50 CCISeismic Tower Section 6 - 1 14 60.653 6.8927 0.0037 477 87.50 CCISeismic Tower Section 7 - 1 14 53.786 6.2562 0.0029 424 85.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (80ft to90ft) 14 50.620 5.8790 0.0026 469 84.08 CCISeismic Tower Section 8 - 1 14 49.506 5.7236 0.0024 520 83.04 CCISeismic Tower Section 9 - 1 14 48.270 5.6045 0.0023 619 80.29 CCISeismic Tower Section 10 - 1 14 45.093 5.4407 0.0022 1041 79.00 CCISeismic Tower Section 11 - 1 14 43.619 5.3909 0.0022 1129 75.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (70ft to80ft) 14 39.177 5.2015 0.0020 871 74.00 CCISeismic Tower Section 12 - 1 14 38.101 5.1285 0.0020 832 69.00 CCISeismic Tower Section 13 - 1 14 32.947 4.7320 0.0017 752 65.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (60ft to70ft) 14 29.114 4.4271 0.0016 734 64.00 CCISeismic Tower Section 14 - 1 14 28.197 4.3487 0.0015 729 59.79 CCISeismic Tower Section 15 - 1 14 24.519 3.9991 0.0013 732 57.96 CCISeismic Tower Section 16 - 1 14 23.011 3.8571 0.0013 758 55.33 CCISeismic Tower Section 17 - 1 14 20.944 3.6701 0.0012 798 55.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (50ft to60ft) 14 20.689 3.6460 0.0012 801 50.33 CCISeismic Tower Section 18 - 1 14 17.290 3.3126 0.0010 771 45.00 CCISeismic miscl Safety Line 3/8 14 13.824 2.8987 0.0008 917 ttnnxxTToowweerr Job May Creek (BU 846429) Page 42 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft From 0 to 120 (40ft to50ft) 43.25 CCISeismic Tower Section 19 - 1 14 12.776 2.7801 0.0008 1019 40.50 CCISeismic Tower Section 20 - 1 14 11.194 2.6610 0.0008 1047 35.50 CCISeismic Tower Section 21 - 1 14 8.545 2.3846 0.0007 830 35.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (30ft to40ft) 14 8.299 2.3444 0.0006 811 30.50 CCISeismic Tower Section 22 - 1 14 6.259 1.9893 0.0005 755 27.63 CCISeismic Tower Section 23 - 1 14 5.128 1.7705 0.0005 815 27.13 CCISeismic Tower Section 24 - 1 14 4.944 1.7353 0.0005 830 25.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (20ft to30ft) 14 4.202 1.6019 0.0004 881 24.50 CCISeismic Tower Section 25 - 1 14 4.036 1.5702 0.0004 889 19.50 CCISeismic Tower Section 26 - 1 14 2.559 1.2518 0.0003 901 15.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (10ft to20ft) 14 1.515 0.9647 0.0002 894 14.50 CCISeismic Tower Section 27 - 1 14 1.415 0.9327 0.0002 893 9.50 CCISeismic Tower Section 28 - 1 14 0.608 0.6119 0.0001 901 5.00 CCISeismic miscl Safety Line 3/8 From 0 to 120 (0ft to10ft) 14 0.166 0.3213 0.0001 877 4.50 CCISeismic Tower Section 29 - 1 14 0.133 0.2889 0.0001 877 1.00 CCISeismic Tower Section 30 - 1 14 0.009 0.0637 0.0000 877 Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 120 - 115 (1) TP14.7845x14.11x0.1875 5.00 0.00 0.0 8.8129 -4 516 0.008 L2 115 - 110 (2) TP15.4589x14.7845x0.1875 5.00 0.00 0.0 9.2201 -4 539 0.008 L3 110 - 105 (3) TP16.1334x15.4589x0.1875 5.00 0.00 0.0 9.6273 -5 563 0.008 L4 105 - 100 (4) TP16.8079x16.1334x0.1875 5.00 0.00 0.0 10.0345 -5 587 0.008 L5 100 - 95 (5) TP17.4823x16.8079x0.1875 5.00 0.00 0.0 10.4417 -8 611 0.013 L6 95 - 90 (6) TP18.1568x17.4823x0.1875 5.00 0.00 0.0 10.8489 -8 635 0.013 L7 90 - 85 (7) TP18.8312x18.1568x0.1875 5.00 0.00 0.0 11.2562 -8 658 0.013 L8 85 - 83.166 (8) TP19.0786x18.8312x0.1875 1.83 0.00 0.0 11.4055 -9 667 0.013 L9 83.166 - 82.916 (9) TP19.1124x19.0786x0.4563 0.25 0.00 0.0 27.4081 -9 1603 0.005 L10 82.916 - 77.67 (10) TP19.82x19.1124x0.45 5.25 0.00 0.0 27.3185 -9 1598 0.006 L11 77.67 - 76.5 (11) TP19.6045x18.9284x0.4813 5.00 0.00 0.0 29.6338 -10 1734 0.006 L12 76.5 - 71.5 (12) TP20.2806x19.6045x0.4688 5.00 0.00 0.0 29.9035 -11 1749 0.006 L13 71.5 - 66.5 (13) TP20.9567x20.2806x0.4563 5.00 0.00 0.0 30.1178 -11 1762 0.006 L14 66.5 - 61.5 (14) TP21.6328x20.9567x0.45 5.00 0.00 0.0 30.6939 -12 1796 0.007 L15 61.5 - 58.083 (15) TP22.0949x21.6328x0.4438 3.42 0.00 0.0 30.9368 -12 1810 0.007 L16 58.083 - 57.833 (16) TP22.1287x22.0949x0.525 0.25 0.00 0.0 36.5211 -12 2136 0.006 L17 57.833 - 52.833 (17) TP22.8048x22.1287x0.5125 5.00 0.00 0.0 36.7879 -13 2152 0.006 L18 52.833 - 47.833 (18) TP23.4809x22.8048x0.5063 5.00 0.00 0.0 37.4516 -14 2191 0.006 ttnnxxTToowweerr Job May Creek (BU 846429) Page 43 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L19 47.833 - 38.67 (19) TP24.72x23.4809x0.4938 9.16 0.00 0.0 37.5858 -15 2199 0.007 L20 38.67 - 38 (20) TP24.3718x23.697x0.525 5.00 0.00 0.0 40.3129 -16 2358 0.007 L21 38 - 33 (21) TP25.0465x24.3718x0.5125 5.00 0.00 0.0 40.4873 -17 2369 0.007 L22 33 - 28 (22) TP25.7213x25.0465x0.5 5.00 0.00 0.0 40.6063 -18 2375 0.008 L23 28 - 27.25 (23) TP25.8225x25.7213x0.5 0.75 0.00 0.0 40.7692 -18 2385 0.008 L24 27.25 - 27 (24) TP25.8562x25.8225x0.6 0.25 0.00 0.0 48.7951 -19 2855 0.006 L25 27 - 22 (25) TP26.531x25.8562x0.6 5.00 0.00 0.0 50.0987 -20 2931 0.007 L26 22 - 17 (26) TP27.2058x26.531x0.5875 5.00 0.00 0.0 50.3551 -21 2946 0.007 L27 17 - 12 (27) TP27.8806x27.2058x0.575 5.00 0.00 0.0 50.5562 -22 2958 0.008 L28 12 - 7 (28) TP28.5553x27.8806x0.5625 5.00 0.00 0.0 50.7020 -24 2966 0.008 L29 7 - 2 (29) TP29.2301x28.5553x0.55 5.00 0.00 0.0 50.7924 -25 2971 0.008 L30 2 - 0 (30) TP29.5x29.2301x0.55 2.00 0.00 0.0 51.2705 -25 2999 0.008 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L1 120 - 115 (1) TP14.7845x14.11x0.1875 33 192 0.169 0 192 0.000 L2 115 - 110 (2) TP15.4589x14.7845x0.1875 61 211 0.288 0 211 0.000 L3 110 - 105 (3) TP16.1334x15.4589x0.1875 90 227 0.396 0 227 0.000 L4 105 - 100 (4) TP16.8079x16.1334x0.1875 120 244 0.493 0 244 0.000 L5 100 - 95 (5) TP17.4823x16.8079x0.1875 161 261 0.619 0 261 0.000 L6 95 - 90 (6) TP18.1568x17.4823x0.1875 208 278 0.750 0 278 0.000 L7 90 - 85 (7) TP18.8312x18.1568x0.1875 256 295 0.868 0 295 0.000 L8 85 - 83.166 (8) TP19.0786x18.8312x0.1875 274 301 0.908 0 301 0.000 L9 83.166 - 82.916 (9) TP19.1124x19.0786x0.4563 276 755 0.366 0 755 0.000 L10 82.916 - 77.67 (10) TP19.82x19.1124x0.45 290 761 0.381 0 761 0.000 L11 77.67 - 76.5 (11) TP19.6045x18.9284x0.4813 340 837 0.406 0 837 0.000 L12 76.5 - 71.5 (12) TP20.2806x19.6045x0.4688 390 876 0.446 0 876 0.000 L13 71.5 - 66.5 (13) TP20.9567x20.2806x0.4563 442 914 0.484 0 914 0.000 L14 66.5 - 61.5 (14) TP21.6328x20.9567x0.45 495 964 0.514 0 964 0.000 L15 61.5 - 58.083 (15) TP22.0949x21.6328x0.4438 532 993 0.536 0 993 0.000 L16 58.083 - 57.833 (16) TP22.1287x22.0949x0.525 535 1166 0.459 0 1166 0.000 L17 57.833 - 52.833 (17) TP22.8048x22.1287x0.5125 590 1213 0.486 0 1213 0.000 L18 52.833 - 47.833 (18) TP23.4809x22.8048x0.5063 646 1274 0.507 0 1274 0.000 L19 47.833 - 38.67 (19) TP24.72x23.4809x0.4938 701 1317 0.532 0 1317 0.000 L20 38.67 - 38 (20) TP24.3718x23.697x0.525 759 1424 0.533 0 1424 0.000 L21 38 - 33 (21) TP25.0465x24.3718x0.5125 818 1473 0.555 0 1473 0.000 L22 33 - 28 (22) TP25.7213x25.0465x0.5 878 1520 0.577 0 1520 0.000 L23 28 - 27.25 (23) TP25.8225x25.7213x0.5 887 1532 0.579 0 1532 0.000 L24 27.25 - 27 (24) TP25.8562x25.8225x0.6 890 1822 0.488 0 1822 0.000 L25 27 - 22 (25) TP26.531x25.8562x0.6 950 1922 0.495 0 1922 0.000 L26 22 - 17 (26) TP27.2058x26.531x0.5875 1012 1985 0.510 0 1985 0.000 L27 17 - 12 (27) TP27.8806x27.2058x0.575 1074 2046 0.525 0 2046 0.000 L28 12 - 7 (28) TP28.5553x27.8806x0.5625 1137 2106 0.540 0 2106 0.000 L29 7 - 2 (29) TP29.2301x28.5553x0.55 1201 2163 0.555 0 2163 0.000 ttnnxxTToowweerr Job May Creek (BU 846429) Page 44 of 44 Tower Engineering Professionals 326 Tryon Road Project TEP No. 304770.572863 Date 14:16:28 07/17/21 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client Crown Castle Designed by myoung Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L30 2 - 0 (30) TP29.5x29.2301x0.55 1226 2205 0.556 0 2205 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 120 - 115 (1) TP14.7845x14.11x0.1875 6 155 0.036 0 199 0.000 L2 115 - 110 (2) TP15.4589x14.7845x0.1875 6 162 0.035 0 217 0.000 L3 110 - 105 (3) TP16.1334x15.4589x0.1875 6 169 0.035 0 237 0.000 L4 105 - 100 (4) TP16.8079x16.1334x0.1875 6 176 0.035 0 257 0.000 L5 100 - 95 (5) TP17.4823x16.8079x0.1875 9 183 0.051 0 279 0.000 L6 95 - 90 (6) TP18.1568x17.4823x0.1875 9 190 0.050 0 301 0.000 L7 90 - 85 (7) TP18.8312x18.1568x0.1875 10 198 0.049 0 324 0.000 L8 85 - 83.166 (8) TP19.0786x18.8312x0.1875 10 200 0.049 0 333 0.000 L9 83.166 - 82.916 (9) TP19.1124x19.0786x0.4563 10 481 0.020 0 789 0.000 L10 82.916 - 77.67 (10) TP19.82x19.1124x0.45 10 479 0.020 0 795 0.000 L11 77.67 - 76.5 (11) TP19.6045x18.9284x0.4813 10 520 0.019 0 875 0.000 L12 76.5 - 71.5 (12) TP20.2806x19.6045x0.4688 10 525 0.020 0 915 0.000 L13 71.5 - 66.5 (13) TP20.9567x20.2806x0.4563 11 529 0.020 0 953 0.000 L14 66.5 - 61.5 (14) TP21.6328x20.9567x0.45 11 539 0.020 0 1004 0.000 L15 61.5 - 58.083 (15) TP22.0949x21.6328x0.4438 11 543 0.020 0 1034 0.000 L16 58.083 - 57.833 (16) TP22.1287x22.0949x0.525 11 641 0.017 0 1218 0.000 L17 57.833 - 52.833 (17) TP22.8048x22.1287x0.5125 11 646 0.017 0 1266 0.000 L18 52.833 - 47.833 (18) TP23.4809x22.8048x0.5063 11 657 0.017 0 1328 0.000 L19 47.833 - 38.67 (19) TP24.72x23.4809x0.4938 11 660 0.017 0 1372 0.000 L20 38.67 - 38 (20) TP24.3718x23.697x0.525 12 707 0.017 0 1484 0.000 L21 38 - 33 (21) TP25.0465x24.3718x0.5125 12 711 0.017 0 1533 0.000 L22 33 - 28 (22) TP25.7213x25.0465x0.5 12 713 0.017 0 1581 0.000 L23 28 - 27.25 (23) TP25.8225x25.7213x0.5 12 716 0.017 0 1594 0.000 L24 27.25 - 27 (24) TP25.8562x25.8225x0.6 12 856 0.014 0 1902 0.000 L25 27 - 22 (25) TP26.531x25.8562x0.6 12 879 0.014 0 2006 0.000 L26 22 - 17 (26) TP27.2058x26.531x0.5875 12 884 0.014 0 2069 0.000 L27 17 - 12 (27) TP27.8806x27.2058x0.575 13 883 0.014 0 2131 0.000 L28 12 - 7 (28) TP28.5553x27.8806x0.5625 13 886 0.014 0 2191 0.000 L29 7 - 2 (29) TP29.2301x28.5553x0.55 13 887 0.014 0 2249 0.000 L30 2 - 0 (30) TP29.5x29.2301x0.55 13 896 0.014 0 2291 0.000  Program Version 8.1.1.0 - 6/3/2021 File:C:/Users/myoung.TOWER/Desktop/tnx/846429-May Creek/seismic/846429_1996548_LC7.eri July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 8 tnxTower Report - version 8.1.1.0 APPENDIX B BASE LEVEL DRAWING July 17, 2021 120-ft Monopole Tower Structural Analysis Report CCI BU No 846429 TEP Project Number 304770.572863, Order 565170, Revision 0 Page 9 tnxTower Report - version 8.1.1.0 APPENDIX C ADDITIONAL CALCULATIONS ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:440.18 ft (NAVD 88) Latitude: Longitude: 47.502711 -122.155678 Wind Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu May 20 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://asce7hazardtool.online/Thu May 20 2021 SS : 1.404 S1 : 0.481 Fa : 1.2 Fv : N/A SMS : 1.685 SM1 : N/A SDS : 1.123 SD1 : N/A TL : 6 PGA : 0.598 PGA M : 0.718 FPGA : 1.2 Ie : 1 Cv : 1.381 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu May 20 2021 Page 2 of 3https://asce7hazardtool.online/Thu May 20 2021 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu May 20 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. 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Page 3 of 3https://asce7hazardtool.online/Thu May 20 2021 H Site BU: Work Order: Pole Geometry Copyright © 2019 Crown Castle 1 2 3 Reinforcement Configuration 1 2 3 4 5 6 7 8 9 10 11 12 1 x x x 2 x x x 3 x x x 4 5 6 7 8 9 10 Reinforcement Details 1 2 3 4.5 1 4.5 0.5 PC 8.8 - M20 (100)24 PC 8.8 - M20 (100)20.000 3.250 6 1 6 0.5 PC 8.8 - M20 (100)24 PC 8.8 - M20 (100) B (in) 6.5 H (in) 1.25 Gross Area (in2) 8.125 Pole Face to Centroid (in) 0.625 Bottom Termination Type Welded Net Area (in2) 16.000 4.750 3 3 3 27.25 58.083 83.166 0 27.25 58.083 Bottom Termination Length (in) n/a 1.1875 Bolt Hole Size (in) Bottom Effective Elevation (ft)Type plate plate Top Effective Elevation (ft) Reinforcement Material A572-65 A572-65 A572-65 Pole Material 19.8242.33 42.83 43 0.1875 24.72 0.21875 0.25 14.11 18.93 23.70 120 81.5 43 Pole Height Above Base (ft) A572-6512 12 3.83 4.33 29.5012 Section Length (ft) Lap Splice Length (ft) A572-65 A572-65 CCI-AFP-045100 Auto Auto 6.563 Lu (in) 19.000 846429 CCI-WSFP-065125 CCI-SFP-060100 Model Number of Sides 1996548 Bottom Diameter (in) Number plate Bend Radius (in) Auto Wall Thickness (in) 33.000 24.000 24.000 Top Termination Length (in) Top Diameter (in) Top Termination Type PC 8.8 - M20 (100) 1.1875 1.1875 per TIA-222- CCIpole - version 4.5.7 Analysis Date: 7/17/2021Page 1 TNX Geometry Input 5 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - 22 - 23 - 24 - 25 - 26 - 27 - 28 - 29 - 30 - 50 12 A572-65 0.935 0.916 0.922 A572-65 Weight Multiplier 1.000 1.000 1.000 0.910 1.000 1.000 1.000 1.000 1.000 0.935 0.923 0.910 0.916 0.923 0.931 0.940 0.919 0.925 0.934 0.932 0.928 0.929 0.938 0.949 0.917 0.917 A572-65 0.525 0.947 27.881 5 12 14.110 Tapered Pole Grade A572-65 A572-65 A572-65 A572-65 A572-65 5 12 Section Height (ft)Section Length (ft) Lap Splice Length (ft)Number of Sides Top Diameter (in) Bottom Diameter (in) 14.784120115 115 110 105 100 110 105 Increment (ft): 0.1875 12 14.784 15.459 Wall Thickness (in) 0.1875 5 12 15.459 16.133 0.1875 5 0.18755 12 17.482 18.157 0.1875 16.133 16.808 16.808 17.482 0.1875 12 A572-65 5 12 18.157 18.831 0.1875 A572-65 5 19.112 0.45625 A572-65 1.834 12 18.831 19.079 0.1875 5.246 3.83 12 19.112 19.820 A572-65 0.25 12 19.079 5 12 18.928 19.604 0.48125 0.45 A572-65 A572-65 0.46875 A572-65 12 20.281 20.957 0.45625 12 19.604 20.281 A572-65 5 5 12 20.957 21.633 0.45 A572-65 5 66.5 61.5 3.417 12 21.63361.5 58.083 0.5125 A572-65 22.095 0.44375 12 22.095 22.12958.083 57.833 57.833 52.833 5 12 22.129 22.805 9.163 4.33 12 0.25 5 12 23.481 24.720 0.49375 12 23.697 24.372 0.50625 A572-65 A572-65 0.525 A572-65 25.721 0.5 A572-65 5 12 24.372 25.047 0.5125 22.805 23.481 0.25 5 12 26.531 27.206 12 27.881 28.555 0.75 12 25.721 A572-65 5 5 12 25.047 25.823 0.5 12 25.823 25.856 A572-65 0.6 A572-65 12 7 7 2 5 12 25.856 26.531 0.6 A572-65 A572-65 5 2 12 29.230 5 12 27.206 0.5875 A572-65 A572-65 0.5625 A572-65 0.55 A572-65 5 12 28.555 29.230 0.55 0.575 29.500 100 95 95 90 90 85 85 83.166 83.166 82.916 82.916 81.5 81.5 76.5 76.5 71.5 71.5 66.5 47.833 43 52.833 47.833 43 38 38 33 28 27.25 33 28 27.25 27 27 22 17 12 22 17 2 0 Export to TNX CCIpole - version 4.5.7 Analysis Date: 7/17/2021Page 2 TNX Section Forces 5 Pu (K) Mux (kip- ft)Vu (K) ###1 -4.11 32.57 5.53 ###2 -4.33 60.71 5.73 ###3 -4.57 89.88 5.94 ###4 -4.83 120.06 6.14 ###5 -7.71 161.27 9.32 ###6 -8.07 208.24 9.49 ###7 -8.46 256.03 9.65 ###8 -8.60 273.76 9.72 ###9 -8.65 276.19 9.71 ###10 -8.82 289.98 9.78 ###11 -9.85 339.61 10.07 ###12 -10.52 390.48 10.29 ###13 -11.21 442.43 10.51 ###14 -11.91 495.45 10.72 ###15 -12.40 532.27 10.86 ###16 -12.44 534.99 10.86 ###17 -13.25 589.80 11.08 ###18 -14.07 645.65 11.28 ###19 -14.88 700.59 11.47 ###20 -16.36 758.58 11.73 ###21 -17.27 817.64 11.91 ###22 -18.27 877.52 12.07 ###23 -18.44 886.57 12.09 ###24 -18.51 889.59 12.09 ###25 -19.76 950.43 12.27 ###26 -21.03 1012.07 12.42 ###27 -22.32 1074.39 12.54 ###28 -23.62 1137.33 12.66 ###29 -24.93 1200.84 12.77 ###30 -25.46 1226.40 12.82 50 TNX Output Section Height (ft) 120 115 115 110 105 100 110 105 Increment (ft): 66.5 61.5 61.5 58.083 58.083 57.833 57.833 52.833 12 7 7 2 100 95 95 90 90 85 85 83.166 83.166 82.916 82.916 81.5 81.5 76.5 76.5 71.5 71.5 66.5 47.833 43 52.833 47.833 43 38 38 33 28 27.25 33 28 27.25 27 27 22 17 12 22 17 2 0 CCIpole - version 4.5.7 Analysis Date: 7/17/2021Page 3 Analysis Results Reinforcement 88.2%Pass 87.7%Pass Overall 88.2%Pass Summary Pole 87.7%Pass Pole TP16.808x16.133x0.1875 Pole 47.7%Pass 60.2% Pole TP19.079x18.831x0.1875 Pole Pole + Reinf.TP20.281x19.604x0.4688 Reinf. 3 Tension Rupture Pole + Reinf.TP22.129x22.095x0.525 Reinf. 2 Bolt-Shaft Bearing Pole + Reinf.TP24.372x23.697x0.525 Reinf. 2 Tension Rupture Pole + Reinf.TP25.856x25.823x0.6 Reinf. 1 Tension Rupture Pole + Reinf.TP28.555x27.881x0.5625 Reinf. 1 Tension Rupture Pole Pole Component Type Size Critical Element % Capacity Pass / Fail 17.0%PassPoleTP14.784x14.11x0.1875 Pole Pole TP15.459x14.784x0.1875 Pole 28.3%Pass 38.5%PassTP16.133x15.459x0.1875 Pole Pole 72.7%Pass Pass Pole TP18.831x18.157x0.1875 Pole 83.9%Pass 105 - 100 100 - 95 95 - 90 90 - 85 Pole TP17.482x16.808x0.1875 Pole TP18.157x17.482x0.1875 Pole + Reinf.TP19.112x19.079x0.4563 Reinf. 3 Tension Rupture 60.8%Pass Pole + Reinf.TP19.82x19.112x0.45 Reinf. 3 Tension Rupture 63.0%Pass Pole + Reinf.TP19.604x18.928x0.4813 Reinf. 3 Tension Rupture 67.4%Pass 73.6%Pass Pole + Reinf.TP20.957x20.281x0.4563 Reinf. 3 Tension Rupture 79.4%Pass Pole + Reinf.TP21.633x20.957x0.45 Reinf. 3 Tension Rupture 84.8%Pass Pole + Reinf.TP22.095x21.633x0.4438 Reinf. 3 Tension Rupture 88.2%Pass 70.8%Pass Pole + Reinf.TP22.805x22.129x0.5125 Reinf. 2 Tension Rupture 72.9%Pass Pole + Reinf.TP23.481x22.805x0.5063 Reinf. 2 Tension Rupture 76.5%Pass Pole + Reinf.TP24.72x23.481x0.4938 Reinf. 2 Tension Rupture 79.8%Pass 80.1%Pass Pole + Reinf.TP25.047x24.372x0.5125 Reinf. 2 Tension Rupture 82.9%Pass Pole + Reinf.TP25.721x25.047x0.5 Reinf. 2 Tension Rupture 85.5%Pass Pole + Reinf.TP25.823x25.721x0.5 Reinf. 2 Tension Rupture 85.8%Pass 71.6%Pass Pole + Reinf.TP26.531x25.856x0.6 Reinf. 1 Tension Rupture 73.8%Pass Pole + Reinf.TP27.206x26.531x0.5875 Reinf. 1 Tension Rupture 75.8%Pass Pole + Reinf.TP27.881x27.206x0.575 Reinf. 1 Tension Rupture 77.7%Pass 79.5%Pass Pole + Reinf.TP29.23x28.555x0.55 Reinf. 1 Tension Rupture 81.2%Pass Pole + Reinf.TP29.5x29.23x0.55 Reinf. 1 Tension Rupture 81.8%Pass Elevation (ft) 120 - 115 115 - 110 110 - 105 85 - 83.17 83.17 - 82.92 82.92 - 81.5 81.5 - 76.5 76.5 - 71.5 71.5 - 66.5 66.5 - 61.5 61.5 - 58.08 58.08 - 57.83 57.83 - 52.83 52.83 - 47.83 47.83 - 43 43 - 38 38 - 33 33 - 28 28 - 27.25 27.25 - 27 27 - 22 22 - 17 17 - 12 12 - 7 7 - 2 2 - 0 CCIpole - version 4.5.7 Analysis Date: 7/17/2021Page 4 Additional Calculations Pole R1 R2 R3 120 - 115 17.0% 115 - 110 28.3% 110 - 105 38.5% 105 - 100 47.7% 100 - 95 60.2% 95 - 90 72.7% 90 - 85 83.9% 85 - 83.17 87.7% 83.17 - 82.92 36.7%60.8% 82.92 - 81.5 38.2%63.0% 81.5 - 76.5 38.9%67.4% 76.5 - 71.5 43.0%73.6% 71.5 - 66.5 47.0%79.4% 66.5 - 61.5 50.8%84.8% 61.5 - 58.08 53.3%88.2% 58.08 - 57.83 45.7%70.8% 57.83 - 52.83 48.9%72.9% 52.83 - 47.83 52.0%76.5% 47.83 - 43 54.9%79.8% 43 - 38 52.5%80.1% 38 - 33 55.0%82.9% 33 - 28 57.3%85.5% 28 - 27.25 57.7%85.8% 27.25 - 27 48.7%71.6% 27 - 22 50.7%73.8% 22 - 17 52.7%75.8% 17 - 12 54.7%77.7% 12 - 7 56.6%79.5% 7 - 2 58.5%81.2% 2 - 0 59.2%81.8% Note: Section capacity checked using 5 degree increments. Rating per TIA-222-H Section 15.5. 10.43 10.83 n/a n/a 8.80 9.21 9.61 10.02 Reinf.Total Moment of Inertia (in4)Area (in2) n/a n/a n/a n/a 354 354 10.02 399 399 10.43 Reinf. n/a n/a n/a n/a n/a 448 448 10.83 500 500 11.24 313 313 9.61 Pole Total Pole 240 240 8.80 275 275 9.21 520 520 11.39 523 1218 11.41 539 1247 11.52 656 1384 13.64 n/a n/a n/a 695 708 728 727 1503 14.11 803 1628 14.59 884 1760 15.06 943 1855 15.39 947 2178 15.41 1037 2340 15.891303 776 825 876 912 1231 1133 2509 16.36 1231 2681 16.82 1444 2920 19.39 1569 3123 19.93 1700 3335 20.48 1721 3367 20.56 1376 1449 1476 1554 1634 1647 1727 4011 20.58 1868 4264 21.13 2015 4527 21.67 2170 4800 22.21 2333 5085 22.75 2504 5379 23.30 2283 2396 2512 2630 2751 2875 2575 5500 23.512926 n/a 11.24 n/a 11.39 13.50 24.91 13.50 25.02 13.50 27.14 13.50 27.61 13.50 28.09 13.50 28.56 13.50 28.89 18.00 33.41 18.00 33.89 18.00 34.36 18.00 34.82 18.00 37.39 18.00 37.93 18.00 38.48 18.00 38.56 24.38 44.96 24.38 45.50 24.38 46.04 24.38 46.59 24.38 47.13 24.38 47.67 24.38 47.89 % Capacity*Section Elevation (ft) CCIpole - version 4.5.7 Analysis Date: 7/17/2021Page 5 Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 37.04" BC Pu_t = 195.17 φPn_t = 243.75 Stress Rating Vu = 1.63 φVn = 149.1 76.3% Base Plate Data Mu = n/a φMn = n/a Pass 43.04" OD x 2" Plate (S-128; Fy=60 ksi, Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):39.27 (Flexural) N/A Allowable Stress (ksi):54 Stress Rating:69.3%Pass Pole Data 29.5" x 0.25" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) 25.00 13.00 Adjusted Pole Reactions BU # 846429 Applied Loads Site Name May Creek Order # 565170 Rev. 0 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:No Analysis ResultsConnection Properties Iar (in) 1.5 Moment (kip-ft) 1226.00 Axial Force (kips) 25.00 Shear Force (kips) 13.00 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 7/17/2021CCIplate - Version 4.1.2 Report File:TIA-222 Revison:Tower Type:Check Pier Capacity only at location of Max Moment? NoLocation:Soil Lateral CheckCompression UpliftComp. Uplift6.27 -1226 3.81 -25 1301.93 -1333.3%-Soil Vertical CheckCompression UpliftGo to Soil Calculations164.93 -3 ksi 647.95 -60 ksi 77.47 -60 ksi 812.89 -102.47 -12.0%-26 ftReinforced Concrete FlexureCompression Uplift0.5 ft 5.84 -1301.47 -2132.10 -5ft58.1%-2724Reinforced Concrete ShearCompression Uplift8 19.33 -53 in 142.28 -4 273.71 - Tie Spacing Requirements Not Met24 in49.5% -in*Rating per TIA-222-H Section 15.515 # of Layers 3121FALSE1 0 2 2 100 150 0 0 0.000 0.0000.00 0.00FALSE2 2 12 10 100 150 0 22.6 0.000 0.0000.28 0.28FALSE3 12 26 14 100 87.6 0 22.6 0.000 0.0000.80 0.804458.1%Structural Foundation Rating*Total Capacity (kips)N/AAnalysis ResultsRebar SizePier Section 1Check LimitationApply TIA-222-H Section 15.5:Additional Longitudinal RebarShear Design OptionsCheck Shear along Depth of Pier:Utilize Shear-Friction Methodology:Override Critical Depth:Dv=0 (ft from TOC)Soil Safety FactorMax Moment (kip‐ft)Rating*Ext. Above GradeCritical Moment (kip‐ft)Critical Moment CapacityRating*From 0.5' above grade to 26' below gradeRebar SizeRebar Cage DiameterTie SizeInput Effective Depths (else Actual):Critical Depth (ft from TOC)33.3%Soil Interaction Rating*Rebar 2, Fy Override (ksi)Rebar 3, Fy Override (ksi)DepthCohesionlessLayerTop        (ft)Bottom (ft)Thickness     (ft)Groundwater DepthCohesion    (ksf)Angle of Friction (degrees)CohesionlessUltimate Skin Friction Uplift Override (ksf)Critical Shear CapacityRating*Skin Friction (kips)Weight of Concrete (kips)Rating*Critical Shear (kip)End Bearing (kips)Axial (kips)Critical Depth (ft from TOC)Calculated Ultimate Skin Friction Uplift   (ksf)Calculated Ultimate Skin Friction Comp  (ksf)Ultimate Skin Friction Comp Override       (ksf)Soil ProfileSoil TypeSPT Blow CountUlt. Gross Bearing Capacity (ksf)γsoil (pcf)γconcrete  (pcf)CohesionlessDrilled Pier FoundationBU # :Site Name:Order Number:MonopoleApplied LoadsMaterial PropertiesPier Design DataH846429May Creek565170 Rev. 0Moment (kip-ft)Axial Force (kips)Shear Force (kips)Concrete Strength, f'c:Rebar Strength, Fy:Tie Yield Strength, Fyt:Pier DiameterRebar QuantityRebar Cage DiameterRebar QuantityTie SpacingRebar & Pier OptionsEmbedded Pole InputsBelled Pier InputsVersion 5.0.2 BU:846429 Structure:A WO:1996548 Order:565170 Rev:0 Decimal Degrees Deg Min Sec ###Lat:47.502711 +47 30 9.76 ###Long:-122.155678 -122 9 20.44 ###Seismic Design Code:TIA-222-H-1 ###Site Soil:D (Default)Stiff Soil (Default) Risk Category:II ###USGS Seismic Reference SS:1.4040 g ###S1:0.4810 g TL:6 s ###1 Importance Factor, Ie:1 Acceleration-based site coefficient, Fa:1.2000 Velocity-based site coefficient, Fv:1.8190 Design spectral response acceleration short period, SDS:1.1232 g Design spectral response acceleration 1 s period, SD1:0.5833 g Ts:0.5193 Seismic Design Category Based on SDS:D Seismic Design Category Based on SD1:D Seismic Design Category Based on S1:N/A Controlling Seismic Design Category:D Location Code and Site Parameters Seismic Design Category Determination CCISeismic 3.3.7 Page 1 Analysis Date: 7/17/2021 BU:846429 Structure:A WO:1996548 Order:565170 Rev:0 Tower Type:Tapered Monopole Height, h:120 ft ###Effective Seismic Weight, W:21.20 kips Amplification Factor, As:1.0 2.7.8.1 Response Modification Factor, R:1.5 ###2.687 Fundamental Period, T:2.6870 s Seismic Response Coefficient, Cs 0.2171 Table 2-12 Note 3 Seismic Response Coefficient Max 1, Csmax N/A Seismic Response Coefficient Max 2, Csmax N/A Seismic Response Coefficient Min 1, Csmin 0.0494 2.7.7.1.1 Seismic Response Coefficient Min 2, Csmin N/A 2.7.7.1.1 Controlling Seismic Response Coefficient, Csc 0.2171 Seismic Base Shear, V 4.603 kips 2.7.7.1.1 Period Related Exponent, k:2.000 Sum of wihi k 121207.27 Tower Details Seismic Base Shear Vertical Distribution Factors CCISeismic 3.3.7 Page 2 Analysis Date: 7/17/2021 Section Number Length Top Height Mid Height, hx Section Weight, wx wxhx k Cvx Fxh Fxv 1 - 1 5.00 120.00 117.50 0.1463 2019.42 0.0167 0.0767 0.0329 2 - 1 5.00 115.00 112.50 0.1532 1938.77 0.0160 0.0736 0.0344 3 - 1 5.00 110.00 107.50 0.1601 1850.21 0.0153 0.0703 0.0360 4 - 1 5.00 105.00 102.50 0.1670 1754.78 0.0145 0.0666 0.0375 5 - 1 5.00 100.00 97.50 0.1739 1653.53 0.0136 0.0628 0.0391 6 - 1 5.00 95.00 92.50 0.1809 1547.48 0.0128 0.0588 0.0406 7 - 1 5.00 90.00 87.50 0.1878 1437.67 0.0119 0.0546 0.0422 8 - 1 1.83 85.00 84.08 0.0706 499.22 0.0041 0.0190 0.0159 9 - 1 0.25 83.17 83.04 0.0212 145.99 0.0012 0.0055 0.0048 10 - 1 5.25 82.92 80.29 0.4506 2904.83 0.0240 0.1103 0.1012 11 - 1 5.00 81.50 79.00 0.4535 2830.39 0.0234 0.1075 0.1019 12 - 1 5.00 76.50 74.00 0.4618 2528.55 0.0209 0.0960 0.1037 13 - 1 5.00 71.50 69.00 0.4700 2237.57 0.0185 0.0850 0.1056 14 - 1 5.00 66.50 64.00 0.4782 1958.69 0.0162 0.0744 0.1074 15 - 1 3.42 61.50 59.79 0.3323 1187.96 0.0098 0.0451 0.0746 16 - 1 0.25 58.08 57.96 0.0284 95.40 0.0008 0.0036 0.0064 17 - 1 5.00 57.83 55.33 0.5678 1738.44 0.0143 0.0660 0.1275 18 - 1 5.00 52.83 50.33 0.5760 1459.31 0.0120 0.0554 0.1294 19 - 1 9.16 47.83 43.25 1.0842 2028.13 0.0167 0.0770 0.2435 20 - 1 5.00 43.00 40.50 0.6272 1028.69 0.0085 0.0391 0.1409 21 - 1 5.00 38.00 35.50 0.6365 802.16 0.0066 0.0305 0.1430 22 - 1 5.00 33.00 30.50 0.6459 600.81 0.0050 0.0228 0.1451 23 - 1 0.75 28.00 27.63 0.0982 74.94 0.0006 0.0028 0.0221 24 - 1 0.25 27.25 27.13 0.0382 28.12 0.0002 0.0011 0.0086 25 - 1 5.00 27.00 24.50 0.7641 458.64 0.0038 0.0174 0.1716 26 - 1 5.00 22.00 19.50 0.7734 294.10 0.0024 0.0112 0.1737 27 - 1 5.00 17.00 14.50 0.7828 164.59 0.0014 0.0063 0.1759 28 - 1 5.00 12.00 9.50 0.7922 71.49 0.0006 0.0027 0.1780 29 - 1 5.00 7.00 4.50 0.8015 16.23 0.0001 0.0006 0.1801 30 - 1 2.00 2.00 1.00 0.3244 0.32 0.0000 0.0000 0.0729 Sum 12.4480 35356.41 Tower Section Loads CCISeismic 3.3.7 Page 3 Analysis Date: 7/17/2021 Name hx wx wxhx k Cvx Fxh Fxv commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.1241 1786.90 0.0147 0.0679 0.0279 commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.1241 1786.90 0.0147 0.0679 0.0279 commscope_cfd NNH4-65D-R6 w/ Mount Pipe 120.00 0.1241 1786.90 0.0147 0.0679 0.0279 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21_CCIV2 w/ Mount Pipe120.00 0.1740 2505.63 0.0207 0.0952 0.0391 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21_CCIV2 w/ Mount Pipe120.00 0.1740 2505.63 0.0207 0.0952 0.0391 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21_CCIV2 w/ Mount Pipe120.00 0.1740 2505.63 0.0207 0.0952 0.0391 nokia AEQK w/ Mount Pipe 120.00 0.1118 1610.52 0.0133 0.0612 0.0251 nokia AEQK w/ Mount Pipe 120.00 0.1118 1610.52 0.0133 0.0612 0.0251 nokia AEQK w/ Mount Pipe 120.00 0.1118 1610.52 0.0133 0.0612 0.0251 alcatel lucent RRH4X25-WCS 120.00 0.0910 1310.40 0.0108 0.0498 0.0204 alcatel lucent RRH4X25-WCS 120.00 0.0910 1310.40 0.0108 0.0498 0.0204 alcatel lucent RRH4X25-WCS 120.00 0.0910 1310.40 0.0108 0.0498 0.0204 nokia AHCA_CCIV2 120.00 0.0368 529.92 0.0044 0.0201 0.0083 nokia AHCA_CCIV2 120.00 0.0368 529.92 0.0044 0.0201 0.0083 nokia AHCA_CCIV2 120.00 0.0368 529.92 0.0044 0.0201 0.0083 nokia AHFIB 120.00 0.0660 950.40 0.0078 0.0361 0.0148 nokia AHFIB 120.00 0.0660 950.40 0.0078 0.0361 0.0148 nokia AHFIB 120.00 0.0660 950.40 0.0078 0.0361 0.0148 nokia AHLBA 120.00 0.1014 1460.16 0.0120 0.0555 0.0228 nokia AHLBA 120.00 0.1014 1460.16 0.0120 0.0555 0.0228 nokia AHLBA 120.00 0.1014 1460.16 0.0120 0.0555 0.0228 raycap DC9-48-60-24-8C-EV 120.00 0.0262 377.28 0.0031 0.0143 0.0059 raycap DC6-48-60-18-8F 120.00 0.0328 472.32 0.0039 0.0179 0.0074 raycap DC6-48-60-18-8F 120.00 0.0328 472.32 0.0039 0.0179 0.0074 (3) mounts 2.4" Dia x 6-ft Pipe 120.00 0.0659 948.67 0.0078 0.0360 0.0148 (3) mounts 2.4" Dia x 6-ft Pipe 120.00 0.0659 948.67 0.0078 0.0360 0.0148 (3) mounts 2.4" Dia x 6-ft Pipe 120.00 0.0659 948.67 0.0078 0.0360 0.0148 tower mounts (cci) Platform Mount [LP 303-1_HR-1]120.00 1.4950 21528.00 0.1776 0.8176 0.3358 decibel_cfd DB772G65ESXM w/ Mount Pipe 98.00 0.0210 201.40 0.0017 0.0076 0.0047 antel BXA-80090/4CF w/ Mount Pipe 98.00 0.0301 288.77 0.0024 0.0110 0.0068 antel BXA-80090/4CF w/ Mount Pipe 98.00 0.0301 288.77 0.0024 0.0110 0.0068 (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.2238 2148.99 0.0177 0.0816 0.0503 (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.2238 2148.99 0.0177 0.0816 0.0503 (2) jma wireless_cfd MX06FRO860-02 w/ Mount Pipe 98.00 0.2238 2148.99 0.0177 0.0816 0.0503 vzw Sub6 Antenna w/ Mount Pipe 98.00 0.0945 907.55 0.0075 0.0345 0.0212 vzw Sub6 Antenna w/ Mount Pipe 98.00 0.0945 907.55 0.0075 0.0345 0.0212 vzw Sub6 Antenna w/ Mount Pipe 98.00 0.0945 907.55 0.0075 0.0345 0.0212 ericsson RRUS 32 B2 98.00 0.0529 508.05 0.0042 0.0193 0.0119 ericsson RRUS 32 B2 98.00 0.0529 508.05 0.0042 0.0193 0.0119 ericsson RRUS 32 B2 98.00 0.0529 508.05 0.0042 0.0193 0.0119 ericsson 8843 98.00 0.0719 690.53 0.0057 0.0262 0.0162 (2) ericsson 8843 98.00 0.1438 1381.06 0.0114 0.0524 0.0323 (2) ericsson 4449 98.00 0.1410 1354.16 0.0112 0.0514 0.0317 ericsson 4449 98.00 0.0705 677.08 0.0056 0.0257 0.0158 raycap RVZDC-6627-PF-48 98.00 0.0320 307.33 0.0025 0.0117 0.0072 raycap RCMDC-3315-PF-48 98.00 0.0320 307.33 0.0025 0.0117 0.0072 tower mounts (cci) Side Arm Mount [SO 701-3]98.00 0.1950 1872.78 0.0155 0.0711 0.0438 tower mounts (cci) Miscellaneous [NA 508-3]98.00 0.5632 5409.16 0.0446 0.2054 0.1265 Sum 6.3438 79629.87 Discrete Loads CCISeismic 3.3.7 Page 4 Analysis Date: 7/17/2021 Name Start Height End Height hx wx wxhx k Cvx Fxh Fxv miscl Safety Line 3/8 From 0 to 120 110.00 120.00 115.00 0.0022 29.10 0.0002 0.0011 0.0005 miscl Safety Line 3/8 From 0 to 120 100.00 110.00 105.00 0.0022 24.26 0.0002 0.0009 0.0005 miscl Safety Line 3/8 From 0 to 120 90.00 100.00 95.00 0.0022 19.86 0.0002 0.0008 0.0005 miscl Safety Line 3/8 From 0 to 120 80.00 90.00 85.00 0.0022 15.90 0.0001 0.0006 0.0005 miscl Safety Line 3/8 From 0 to 120 70.00 80.00 75.00 0.0022 12.38 0.0001 0.0005 0.0005 miscl Safety Line 3/8 From 0 to 120 60.00 70.00 65.00 0.0022 9.30 0.0001 0.0004 0.0005 miscl Safety Line 3/8 From 0 to 120 50.00 60.00 55.00 0.0022 6.66 0.0001 0.0003 0.0005 miscl Safety Line 3/8 From 0 to 120 40.00 50.00 45.00 0.0022 4.46 0.0000 0.0002 0.0005 miscl Safety Line 3/8 From 0 to 120 30.00 40.00 35.00 0.0022 2.70 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 120 20.00 30.00 25.00 0.0022 1.38 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 120 10.00 20.00 15.00 0.0022 0.50 0.0000 0.0000 0.0005 miscl Safety Line 3/8 From 0 to 120 0.00 10.00 5.00 0.0022 0.06 0.0000 0.0000 0.0005 (10) andrew LDF5-50A(7/8) From 0 to 120 110.00 120.00 115.00 0.0330 436.43 0.0036 0.0166 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 100.00 110.00 105.00 0.0330 363.83 0.0030 0.0138 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 90.00 100.00 95.00 0.0330 297.83 0.0025 0.0113 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 80.00 90.00 85.00 0.0330 238.43 0.0020 0.0091 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 70.00 80.00 75.00 0.0330 185.63 0.0015 0.0070 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 60.00 70.00 65.00 0.0330 139.43 0.0012 0.0053 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 50.00 60.00 55.00 0.0330 99.83 0.0008 0.0038 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 40.00 50.00 45.00 0.0330 66.83 0.0006 0.0025 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 30.00 40.00 35.00 0.0330 40.43 0.0003 0.0015 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 20.00 30.00 25.00 0.0330 20.63 0.0002 0.0008 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 10.00 20.00 15.00 0.0330 7.43 0.0001 0.0003 0.0074 (10) andrew LDF5-50A(7/8) From 0 to 120 0.00 10.00 5.00 0.0330 0.83 0.0000 0.0000 0.0074 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 110.00 120.00 115.00 0.0195 257.62 0.0021 0.0098 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 100.00 110.00 105.00 0.0195 214.77 0.0018 0.0082 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 90.00 100.00 95.00 0.0195 175.81 0.0015 0.0067 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 80.00 90.00 85.00 0.0195 140.74 0.0012 0.0053 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 70.00 80.00 75.00 0.0195 109.58 0.0009 0.0042 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 60.00 70.00 65.00 0.0195 82.30 0.0007 0.0031 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 50.00 60.00 55.00 0.0195 58.93 0.0005 0.0022 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 40.00 50.00 45.00 0.0195 39.45 0.0003 0.0015 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 30.00 40.00 35.00 0.0195 23.86 0.0002 0.0009 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 20.00 30.00 25.00 0.0195 12.18 0.0001 0.0005 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 10.00 20.00 15.00 0.0195 4.38 0.0000 0.0002 0.0044 (4) rosenberger leoni RLSS 8AWG DC(3/4) From 0 to 120 0.00 10.00 5.00 0.0195 0.49 0.0000 0.0000 0.0044 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 110.00 120.00 115.00 0.0016 21.16 0.0002 0.0008 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 100.00 110.00 105.00 0.0016 17.64 0.0001 0.0007 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 90.00 100.00 95.00 0.0016 14.44 0.0001 0.0005 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 80.00 90.00 85.00 0.0016 11.56 0.0001 0.0004 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 70.00 80.00 75.00 0.0016 9.00 0.0001 0.0003 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 60.00 70.00 65.00 0.0016 6.76 0.0001 0.0003 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 50.00 60.00 55.00 0.0016 4.84 0.0000 0.0002 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 40.00 50.00 45.00 0.0016 3.24 0.0000 0.0001 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 30.00 40.00 35.00 0.0016 1.96 0.0000 0.0001 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 20.00 30.00 25.00 0.0016 1.00 0.0000 0.0000 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 10.00 20.00 15.00 0.0016 0.36 0.0000 0.0000 0.0004 (2) rosenberger leoni 12 PAIR(3/8) From 0 to 120 0.00 10.00 5.00 0.0016 0.04 0.0000 0.0000 0.0004 (3) miscl 2.5" Flexible Conduit From 0 to 120 110.00 120.00 115.00 0.0113 148.78 0.0012 0.0057 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 100.00 110.00 105.00 0.0113 124.03 0.0010 0.0047 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 90.00 100.00 95.00 0.0113 101.53 0.0008 0.0039 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 80.00 90.00 85.00 0.0113 81.28 0.0007 0.0031 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 70.00 80.00 75.00 0.0113 63.28 0.0005 0.0024 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 60.00 70.00 65.00 0.0113 47.53 0.0004 0.0018 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 50.00 60.00 55.00 0.0113 34.03 0.0003 0.0013 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 40.00 50.00 45.00 0.0113 22.78 0.0002 0.0009 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 30.00 40.00 35.00 0.0113 13.78 0.0001 0.0005 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 20.00 30.00 25.00 0.0113 7.03 0.0001 0.0003 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 10.00 20.00 15.00 0.0113 2.53 0.0000 0.0001 0.0025 (3) miscl 2.5" Flexible Conduit From 0 to 120 0.00 10.00 5.00 0.0113 0.28 0.0000 0.0000 0.0025 andrew ATCB-B01-001(5/16) From 0 to 120 110.00 120.00 115.00 0.0008 9.92 0.0001 0.0004 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 100.00 110.00 105.00 0.0008 8.27 0.0001 0.0003 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 90.00 100.00 95.00 0.0008 6.77 0.0001 0.0003 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 80.00 90.00 85.00 0.0008 5.42 0.0000 0.0002 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 70.00 80.00 75.00 0.0008 4.22 0.0000 0.0002 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 60.00 70.00 65.00 0.0008 3.17 0.0000 0.0001 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 50.00 60.00 55.00 0.0008 2.27 0.0000 0.0001 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 40.00 50.00 45.00 0.0008 1.52 0.0000 0.0001 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 30.00 40.00 35.00 0.0008 0.92 0.0000 0.0000 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 20.00 30.00 25.00 0.0008 0.47 0.0000 0.0000 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 10.00 20.00 15.00 0.0008 0.17 0.0000 0.0000 0.0002 andrew ATCB-B01-001(5/16) From 0 to 120 0.00 10.00 5.00 0.0008 0.02 0.0000 0.0000 0.0002 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 110.00 120.00 115.00 0.0088 116.38 0.0010 0.0044 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 100.00 110.00 105.00 0.0088 97.02 0.0008 0.0037 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 90.00 100.00 95.00 0.0088 79.42 0.0007 0.0030 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 80.00 90.00 85.00 0.0088 63.58 0.0005 0.0024 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 70.00 80.00 75.00 0.0088 49.50 0.0004 0.0019 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 60.00 70.00 65.00 0.0088 37.18 0.0003 0.0014 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 50.00 60.00 55.00 0.0088 26.62 0.0002 0.0010 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 40.00 50.00 45.00 0.0088 17.82 0.0001 0.0007 0.0020 Linear Loads CCISeismic 3.3.7 Page 5 Analysis Date: 7/17/2021 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 30.00 40.00 35.00 0.0088 10.78 0.0001 0.0004 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 20.00 30.00 25.00 0.0088 5.50 0.0000 0.0002 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 10.00 20.00 15.00 0.0088 1.98 0.0000 0.0001 0.0020 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/8) From 0 to 120 0.00 10.00 5.00 0.0088 0.22 0.0000 0.0000 0.0020 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 90.00 98.00 94.00 0.0086 75.64 0.0006 0.0029 0.0019 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 80.00 90.00 85.00 0.0107 77.31 0.0006 0.0029 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 70.00 80.00 75.00 0.0107 60.19 0.0005 0.0023 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 60.00 70.00 65.00 0.0107 45.21 0.0004 0.0017 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 50.00 60.00 55.00 0.0107 32.37 0.0003 0.0012 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 40.00 50.00 45.00 0.0107 21.67 0.0002 0.0008 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 30.00 40.00 35.00 0.0107 13.11 0.0001 0.0005 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 20.00 30.00 25.00 0.0107 6.69 0.0001 0.0003 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 10.00 20.00 15.00 0.0107 2.41 0.0000 0.0001 0.0024 huber and suhner MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 98 0.00 10.00 5.00 0.0107 0.27 0.0000 0.0000 0.0024 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 90.00 98.00 94.00 0.0137 121.23 0.0010 0.0046 0.0031 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 80.00 90.00 85.00 0.0172 123.91 0.0010 0.0047 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 70.00 80.00 75.00 0.0172 96.47 0.0008 0.0037 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 60.00 70.00 65.00 0.0172 72.46 0.0006 0.0028 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 50.00 60.00 55.00 0.0172 51.88 0.0004 0.0020 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 40.00 50.00 45.00 0.0172 34.73 0.0003 0.0013 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 30.00 40.00 35.00 0.0172 21.01 0.0002 0.0008 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 20.00 30.00 25.00 0.0172 10.72 0.0001 0.0004 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 10.00 20.00 15.00 0.0172 3.86 0.0000 0.0001 0.0039 huber and suhner MLCH HYBRID 6X12(1-3/8) From 0 to 98 0.00 10.00 5.00 0.0172 0.43 0.0000 0.0000 0.0039 (6) andrew LDF5-50A(7/8) From 0 to 98 90.00 98.00 94.00 0.0158 139.96 0.0012 0.0053 0.0036 (6) andrew LDF5-50A(7/8) From 0 to 98 80.00 90.00 85.00 0.0198 143.06 0.0012 0.0054 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 70.00 80.00 75.00 0.0198 111.38 0.0009 0.0042 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 60.00 70.00 65.00 0.0198 83.66 0.0007 0.0032 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 50.00 60.00 55.00 0.0198 59.90 0.0005 0.0023 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 40.00 50.00 45.00 0.0198 40.10 0.0003 0.0015 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 30.00 40.00 35.00 0.0198 24.26 0.0002 0.0009 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 20.00 30.00 25.00 0.0198 12.38 0.0001 0.0005 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 10.00 20.00 15.00 0.0198 4.46 0.0000 0.0002 0.0044 (6) andrew LDF5-50A(7/8) From 0 to 98 0.00 10.00 5.00 0.0198 0.50 0.0000 0.0000 0.0044 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 PL 0.25x5 From 0 to 30 20.00 30.00 25.00 0.0425 26.58 0.0002 0.0010 0.0096 PL 0.25x5 From 0 to 30 10.00 20.00 15.00 0.0425 9.57 0.0001 0.0004 0.0096 PL 0.25x5 From 0 to 30 0.00 10.00 5.00 0.0425 1.06 0.0000 0.0000 0.0096 Sum 2.4127 6220.99 CCISeismic 3.3.7 Page 6 Analysis Date: 7/17/2021 Monopole Base Plate Connection - Seismic *TIA-222-H Section 15.5 Applied *1.5 Overstrength Factor Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 37.04" BC Pu_t = 120.23 φPn_t = 243.75 Stress Rating Vu = 0.94 φVn = 149.1 47.0% Base Plate Data Mu = n/a φMn = n/a Pass 43.04" OD x 2" Plate (S-128; Fy=60 ksi, Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):16.88 (Flexural) N/A Allowable Stress (ksi):54 Stress Rating:29.8%Pass Pole Data 29.5" x 0.25" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Analysis Results Axial Force (kips) 30.00 Shear Force (kips) 5.00 Adjusted Pole Reactions Moment (kip-ft) 0.00 Axial Force (kips) 25.00 Shear Force (kips) 13.00 Connection Properties Moment (kip-ft) 511.00 Order # 565170 Rev. 0 Analysis Considerations TIA-222 Revision H Grout Considered:No Iar (in) 1.5 Applied Loads Site Info BU # 846429 Site Name May Creek Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 7/17/2021CCIplate - Version 4.1.2