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SPAIN_TOWER_118223_16280470_Structural Analysis_09-09-2021
w June 25,2021 \\ / FL COA#31011 John Scandura Tower Engineering Professionals Verizon Wireless 326 Tryon Road 4700 Exchange Court, Suite 100 Raleigh, NC 27603 Boca Raton, FL 33431 (919)661-6351 mlackey(cDtepgroup.net Subject: Structural Analysis Report Verizon Wireless Designation: Carrier Site Number: 118223 Carrier Site Name: Spain Tower Engineering Firm Designation: TEP Project Number: 26009.498997 Site Data: 6189 North US 1, Fort Pierce,St. Lucie County, FL 34951 Latitude 27°32'46.73", Longitude-80*22'06.96" 480-ft-Guyed Tower Dear John Scandura, 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: LC1: Existing + Proposed + Reserved Loading *Sufficient Capacity Note: See Table 1 for the existing, reserved, and proposed loading *The structure has sufficient capacity once the loading changes described in the Recommendations section of this report are completed. Structure Capacity Foundation Capacity 99.8% 73.5% The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for Antenna Supporting Structures,Antennas, and Small Wind Turbine Support Structures and the 2020 Florida Building Code, 7th Edition. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Verizon Wireless. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by:Adam N. Howe, E.I./MTW This item has been Adam q y signed by Adam M AmoM ,o� 1 I�� MAmortnont c=115 Respectfully submitted by: , 1.1, I 0000 eA3 electronically signed A Am tAM d and sealed by Adam Q�� M. Amortnont, P.E. on SF 02 i� 06/25/21 using a Adam M. Amortnont, P.E. r No 77387 Digital Signature. Printed copies of this .10 STATE OF document are not i considered signed ORI ������ and sealed and the NAL E\����` sig nature must be 11111111ti1� y electronic copies. June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 — Existing, Reserved, and Proposed Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1)Analysis Method 3.2)Assumptions 4) ANALYSIS RESULTS Table 3- Section Capacity (Summary) Table 4 -Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6) APPENDIX B Additional Calculations tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 3 1) INTRODUCTION This tower is a 480-ft Guyed tower designed by Pirod. TEP visited this site in July of 2012 to perform a structural mapping. This tower has been modified multiple times in the past to accommodate additional loading. All information provided to TEP was to be assumed accurate and complete. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 158 mph Exposure Category: C Topographic Factor: 1.0 Service Wind Speed: 60 mph Table 1 - Existing, Reserved, and Proposed Antenna and Cable Information Existing/ Mount Ant Mount Qty Coax Coax Owner/ Proposed/ Level CL Qty Antenna Model Type Coax Size Location Tenant Reserved (ft) (ft) Existing 442.0 452.0 , 1 Andrew DB224-E I Standoff i 1 7/8 AB Face i St. Lucie Existing 1414.5 1418.5 1 1 Telewave 2114020182 1 Standoff 1 1 1 7/8 JAB Face I St. Lucie Existing 1410.2 1415.2 1 1 1 3"0 x 10' Omni I Standoff 1 1 11 5/8 1 AB Face I PBS Existing 1 373.0 1382.0 1 1 1 3"0 x 18' 8-Element Dipole I Standoff 1 1 1 7/8 JAB Face I FBI Existing 1 370.5 1380.5 1 1 1 2"0 x 20'4-Element Dipole I Standoff I 1 1 7/8 JAB Face I FBI Existing 1 350.0 1355.0 1 2 1 2"0 x 10'4-Element Dipole (2)Standoffs 1 2 1 7/8 JAB Face I FBI Existing 1 317.0 1328.0 1 1 1 Dielectric R55247 Standoff 1 11 5/8 1 BC Face I WXEL To Be 225.3 226.0 3 CSS X7-665-4 _ 4 1-518 BC Face Verizon Removed 3 CSS AXP19-60-2 Existing 1 225.3 1226.0 1 3 CSS AXP19-60-2 1 6 1-5/8 1 BC Face I Verizon 6 Andrew NHH-65B-R2B 3 Ericsson Air6449 Sector Proposed 225.3 226.0 3 JEricsson RRUS 4449 B13/B5 Mounts w/ 2 12x24 BC Face Verizon Ericsson Modifications 3 RRUS 8843 B21B66A 2 Raycap RHSDC-6627-PF-48 3 RFS APXV18-206517S 6 RFS APX17DW-17DWVS 6 RFS ATMAP1412D-1A20 (3) Sector 12 1 5/8 Existing 206.5 206.5 Mounts 1 1 1/4 BC Face T-Mobile 3 Nokia FRIG 3 Nokia FXFB 1 JRaycap RNSNDC-7771-PF-48I 77 1 9 1 CommScope SBNHH-1 D85B F_6T Ericsson RRUS-32 12 1 5/8 Existing 195.0 195.0 3 Ericsson RRUS 11 (3) Sector I 6 7/8"0 A Leg AT&T Mounts 2 Raycap DC6-48-60-18-8C 3 3/8"0 1 Raycap DC6-48-60-18-8F Existing 193.7 - J - - Standoff Mount - - - Unknown I tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 4 Existing/ Mount Ant Mount Qty Coax Coax Owner/ Proposed/ Level CL Qty Antenna Model Type Coax Size Location Tenant Reserved (ft) (ft) 13 I Commscope DT465B-2XR 3 RFS APXVSPP18-C-A20 Reserved 174.5 174.5 3 Ericsson RRUS 82 1 Fiber AB Face Sprint 3 Ericsson RRUS 11 (3) Sector 3 NSN 2.5 Radar Filter FHHS Mounts 3 Ericsson RRUS 31 Existing 174.5 174.5 3 Ericsson RRUS 11 F3 1-1/8 AB Face Sprint 3 800 MHz Filter Existing 1104.5 1104.5 1 1 1 6'x3' Parabolic Grid Dish Dish Mount 1 1/2 B Leg PBS 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Source Foundation Mapping FDH Engineering, dated March 5, 2009 TEP pp g Project No. 09-02196E N1 Geotechnical Report FDH Engineering, dated March 19, 2009 TEP Project No. 09-02196E G1 Tower Mapping Report Tower Engineering Professionals, Inc., dated July 23, 2012 TEP TEP No. 124866 Tower Mapping Report Tower Engineering Professionals, Inc., dated October 20, 2017 TEP TEP No. 26009-116686 Guy Wire Tension Tower Engineering Professionals, Inc., dated July 7, 2017 TEP Report I TEP No. 26009 Construction Drawings Dewberry Engineers, Inc., dated October 11, 2017 TEP Job No. 50088671 Previous Modification Tower Engineering Professionals, Inc., dated April 24, 2018 TEP Design TEP No. 26009.158575 Correspondence from Verizon Wireless in reference to the existing, —Correspondence proposed, and reserved loading. Verizo 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. tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 5 3.2) Assumptions 1) The tower and foundation were built in accordance with the manufacturer's specifications. 2) The tower and foundation have been maintained in accordance with the manufacturer's specification. 3) All tower components are in sufficient condition to carry their full design capacity. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not analyze antennas supporting mounts as part of this structural analysis report. 6) Unless specified by the client or tower mapping, the location of the existing and proposed coax is assumed by TEP and listed in Table 1. 7) The following material grades were assumed: a) Connection bolts: A325N b) Leg grade: A572-50 c) Bracing members: A572-50 &A36 8) The TIA inspection performed by Tower Engineering Professionals in November of 2020 found that the guy wire tensions did not match the tensions used in the Structural Modification Analysis dated April 24, 2018.TEP assumed that the guy wires will be re-tensioned to the specified tension shown in this structural analysis as well as in the Structural Modification Analysis. 9) The foundation steel reinforcement information was unavailable for review. TEP assumed the structural capacity of the foundations to not control over the foundation soil interaction. 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. 4)ANALYSIS RESULTS Table 3 -Section Capacity (Summary) Section Elevation(ft) Component Type Size Critical P(K) C)Pa„a„,(K) % Pass/Fail No. Element Capacity L1 480-460 Latticed Pole Leg 1 1/2 2 7.59 39.58 19.2 Pass L2 460-440 Latticed Pole Leg 1 1/2 I 85 -40.08 F-83.23 48.2 Pass L3 440-420 Latticed Pole Leg 2 169 -39.31 1 133.63 29.4 Pass L4 420-400 Latticed Pole Leg 2 1/2 253 1 -55.09 T217.55TF5.3 T Pass F-Ll� 480-460 I -attiagoced Pole 1/2 13 0.73 F 3.69 I 19.7 Pass Diagonal L2 460-440 Latticed Pole 1/2 101 -1.61 3.69 43.6 Pass Diagonal L3 440-420 Latticed Pole 9/16 249 1.27 5.00 25.4 Pass Diagonal L4 420-400 Latticed Pole 3/4 265 1.95 10.76 18.1 Pass Diagonal L1 480-460 Latticed Pole Top 3/4 4 0.05 10.37 0.5 Pass Girt L2 460-440 Latticed Pole Top 3/4 90 0.69 10.37 6.7 I Pass Girt L3 440-420 Latticed Pole To 3/4 174 0.69 10.32 6.7 Pass Girt Latticed Pole Top L4 420-400 Girt 3/4 258 0.99 10.29 r 9.6 Pass L1 T480-460 Latticed Pole 7/8 8 0.36 13.96 I 2.6 Pass Bottom Girt tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 6 Section Elevation(ft) Component Type Size Critical P(K) �P,,,aw(K) % Pas7Fail No. Element Capacity L2 460-440 Latticed Pole 7/8 92 1.17 20.46 5.7 I Pass Bottom Girt r L3 440-420 Latticed Pole 7/8 177 0.69 I 13.98 I 5.0 Pass Bottom Girt L4 420-400 Latticed Pole 7/8 261 0.99 14.01 7.0 Pass Bottom Girt L1 480-460 Latticed Pole Mid 3/4 11 0.02 10.37 0.2 Pass Girt L2 460-440 Latticed Pole Mid 3/4 95 0.17 10.37 1.6 Pass Girt L3 440-420 Latticed Pole Mid 3/4 179 0.43 15.03 2.9 Pass Girt L4 420-400 Latticed Pole Mid 3/4 263 0.50 15.03 3.3 Pass Girt T1 400-398.625 1 Leg 2 1/4 337 -36.72 183.14 22.3 Pass T2 398.625-397.25 1 Leg 2 1/4 343 1 -48.34 1 176.41 1 27.4 1 Pass T3 1397.25-395.875 1 Leg 2 1/4 1358 1 -43.29 1 176.41 1 24.5 1 Pass T4 395.875-394.25 Leg 2 1/4 370 -46.50 172.07 27.0 Pass T5 394.25-389.583 Leg 2 1/4 379 -44.58 156.73 28.4 Pass T6 389.583-380 Leg 2 1/4 394 -48.00 156.74 30.6 Pass T7 380-360 Leg 2 427 -52.51 118.02 44.5 Pass T8 360-340 Leg 2 487 -48.96 118.02 41.5 Pass T9 340-320 Leg 2 549 -64.69 118.02 54.8 Pass T10 320-300 Leg 2 609 -65.53 118.02 55.5 Pass T11 300-280 Leg 2 668 -73.66 118.02 62.4 Pass T12 280-260 Leg 2 1/4 729 -87.61 156.74 55.9 Pass T13 260-240 Leg 2 1/4 789 -113.18 156.74 72.2 Pass T14 240-220 Leg 2 1/4 849 -120.88 156.74 77.1 Pass T15 220-200 Leg 2 1/4 909 -137.57 156.74 87.8 Pass T16 200-189.667 Leg 2 1/4 969 -127.77 156.74 81.5 Pass T17 189.667- Leg 2 1/4 999 -101.73 156.74 64.9 Pass 182.667 T18 182.667-180 Leg 2 1/4 1021 -94.78 156.74 60.5 Pass T19 180-160 Leg 2 1/4 1033 -123.07 156.74 78.5 Pass T20 160-140 Leg 2 1/2 1093 -177.52 200.28 88.6 Pass T21 140-120 Leg 2 1/2 1153 -182.37 200.28 91.1 Pass T22 120-100 Leg 2 1/2 1213 -138.72 200.28 69.3 Pass T23 100-80 Leg 2 1/2 1273 -131.81 200.28 65.8 Pass T24 80-60 Leg 2 1/2 1333 -147.89 200.28 73.8 Pass T25 60-40 Leg 2 1/2 1393 -139.71 200.28 69.8 Pass T26 40-20 Leg 2 1/2 1453 -144.25 200.28 72.0 Pass T27 20-9.667 Leg 2 1/2 1513 -138.51 200.28 69.2 Pass T28 9.667-4.667 Leg 2 1/2 1543 -128.66 195.98 65.6 Pass T29 4.667-0 Leg 2 1/2 1561 -138.80 194.05 71.5 Pass T2 1398.625-397.25 1 Diagonal 7/8 356 1 -2.00 1 16.79 1 11.9 1 Pass T3 397.25-395.875 1 Diagonal 7/8 363 1 -2.96 1 16.79 1 17.6 1 Pass T4 395.875-394.25 1 Diagonal 7/8 375 1 -2.80 1 15.61 1 18.0 1 Pass T5 394.25-389.583 1 Diagonal 7/8 383 1 -2.20 1 12.42 1 17.7 1 Pass tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 7 Section Elevation(ft) Component Type Size Critical P(K) �P,,,aw(K) % Pass/Fail No. Element Capacity T6 I 389.583-380 Diagonal 7/8 I 404 I -1.93 I 12.42 I 15.5 I Pass T7 380-360 Diagonal 3/4 482 -1.74 7.09 24.5 Pass T8 360-340 Diagonal 3/4 504 -3.31 7.09 46.6 Pass T9 340-320 Diagonal 3/4 597 -2.00 7.09 28.2 Pass T10 320-300 Diagonal 3/4 619 -2.15 7.09 30.3 Pass T11 300-280 Diagonal 3/4 679 -3.23 7.09 45.5 Pass T12 280-260 Diagonal 3/4 743 -3.77 7.18 52.5 Pass T13 260-240 Diagonal 3/4 846 -3.66 7.18 51.0 Pass T14 240-220 Diagonal 3/4 862 -6.78 7.18 94.5 Pass T15 220-200 Diagonal 3/4 922 -3.47 7.18 48.4 Pass T16 200-189.667 Diagonal 3/4 974 -5.94 7.18 82.7 Pass T17 189.667- Diagonal 3/4 1016 -6.37 7.18 88.7 Pass 182.667 T18 182.667-180 Diagonal 3/4 1028 -10.22 10.23 99.8 Pass T19 180-160 Diagonal 3/4 1046 -3.93 7.18 54.8 Pass T20 160-140 Diagonal 3/4 1106 -6.51 7.26 89.7 Pass T21 140-120 Diagonal 3/4 1203 -4.45 7.26 61.2 Pass T22 120-100 Diagonal 3/4 1269 -3.68 7.26 50.7 Pass T23 100-80 Diagonal 3/4 1287 -3.53 7.26 48.6 Pass T24 80-60 Diagonal 3/4 1349 -5.25 7.26 72.3 Pass T25 60-40 Diagonal 3/4 1451 -4.98 7.26 68.6 Pass T26 40-20 Diagonal 3/4 1511 -2.63 7.26 36.2 Pass T27 20-9.667 Diagonal 3/4 1540 -2.56 7.26 35.3 Pass T28 9.667-4.667 Diagonal 3/4 1558 -3.59 6.97 51.5 Pass T29 4.667-0 Diagonal 3/4 1570 -1.18 5.83 20.2 Pass T1 400-398.625 Top Girt 12"xl" 340 -0.67 213.24 1.0 Pass T6 389.583-380 Top Girt 1 399 -0.85 12.57 6.8 Pass T7 380-360 Top Girt 1 432 -0.91 12.46 7.3 Pass T8 360-340 Top Girt 1 492 -0.86 12.46 6.9 Pass T10 320-300 Top Girt 1 611 -1.14 12.46 9.1 Pass T11 300-280 Top Girt 1 670 -1.32 12.46 10.6 Pass T13 260-240 Top Girt 1 791 -1.99 12.57 15.8 Pass T14 240-220 Top Girt 1 851 -2.09 12.57 16.7 Pass T16 200-189.667 Top Girt 1 971 -2.26 12.57 18.0 Pass T17 189.667- Top Girt 1 1001 1.76 12.57 14.0 Pass 182.667 T20 160-140 Top Girt 1 1098 -3.18 12.68 25.1 Pass T22 120-100 Top Girt 1 1218 -2.46 12.68 19.4 Pass T23 100-80 Top Girt 1 1278 -2.33 12.68 18.4 Pass T24 80-60 Top Girt 1 1338 -2.56 12.68 20.2 Pass T25 60-40 Top Girt 1 1398 -2.45 12.68 19.3 Pass T26 40-20 Top Girt 1 1458 -2.50 12.68 19.7 Pass T27 20-9.667 Top Girt 1 1518 -2.43 12.68 19.2 Pass T28 9.667-4.667 Top Girt 1 1548 -2.23 12.68 17.6 Pass tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 8 Section Elevation(ft) Component Type Size Critical P(K) C)P,,,aw(K) % Pas7Fail No. Element Capacity T29 I 4.667-0 Top Girt 1"SR w/2"xl/4"Welded I 1566 32.25 43.73 I 73.7 I Pass Plate T2 398.625-397.25 Bottom Girt 1 3/4 348 -0.75 4.11 18.2 Pass T6 389.583-380 Bottom Girt 1 402 -0.85 12.57 6.8 Pass T7 380-360 Bottom Girt 1 435 -0.91 12.46 7.3 Pass T8 360-340 Bottom Girt 1 495 -0.86 12.46 6.9 Pass T9 340-320 Bottom Girt 1 554 -1.13 12.46 9.1 Pass T10 320-300 Bottom Girt 1 614 -1.14 12.46 9.1 Pass T11 300-280 Bottom Girt 1 673 -1.32 12.46 10.6 Pass T12 280-260 Bottom Girt 1 734 -1.56 12.57 12.4 Pass T13 260-240 Bottom Girt 1 794 -1.99 12.57 15.8 Pass T14 240-220 Bottom Girt 1 854 -2.09 12.57 16.7 Pass T15 220-200 Bottom Girt 1 914 -2.38 12.57 19.0 Pass T18 182.667-180 Bottom Girt 1 1024 -3.66 12.57 29.2 Pass T19 180-160 Bottom Girt 1 1041 -2.20 12.57 17.5 Pass T20 160-140 Bottom Girt 1 1101 -3.18 12.68 25.1 Pass T21 140-120 Bottom Girt 1 1161 -3.18 12.68 25.1 Pass T22 120-100 Bottom Girt 1 1221 -2.46 12.68 19.4 Pass T23 100-80 Bottom Girt 1 1281 -2.33 12.68 18.4 Pass T24 80-60 Bottom Girt 1 1341 -2.56 12.68 20.2 Pass T25 60-40 Bottom Girt 1 1401 -2.45 12.68 19.3 Pass T26 40-20 Bottom Girt 1 1461 -2.50 12.68 19.7 Pass T7 380-360 Mid Girt 1 437 0.40 26.72 1.5 Pass T8 360-340 Mid Girt 1 497 0.43 26.72 1.6 Pass T9 340-320 Mid Girt 1 557 0.74 26.72 2.8 Pass T10 320-300 Mid Girt 1 618 0.50 26.72 1.9 Pass T11 300-280 Mid Girt 1 678 0.57 26.72 2.1 Pass T12 280-260 Mid Girt 1 737 0.95 26.72 3.5 Pass T13 260-240 Mid Girt 1 797 1.00 26.72 3.7 Pass T14 240-220 Mid Girt 1 856 1.15 26.72 4.3 Pass T15 220-200 Mid Girt 1 916 1.05 26.72 3.9 Pass T19 180-160 Mid Girt 1 1044 1.31 26.72 4.9 Pass T20 160-140 Mid Girt 1 1102 1.19 26.72 4.5 Pass T21 140-120 Mid Girt 1 1162 1.26 26.72 4.7 Pass T22 120-100 Mid Girt 1 1224 1.10 26.72 4.1 Pass T23 100-80 Mid Girt 1 1284 1.11 26.72 4.2 Pass T25 60-40 Mid Girt 1 1404 1.27 26.72 4.8 Pass T26 40-20 Mid Girt 1 1464 1.37 26.72 5.1 Pass L2 460-440 Guy A@440.208 13/16 1578 28.58 50.40 56.7 Pass T3 397.25-395.875 1 Guy A@397.25 11/16 1591 20.76 31.50 65.9 Pass T9 340-320 Guy A@339 11/16 1599 23.25 36.54 63.6 Pass T12 280-260 Guy A@279 3/4 1602 31.42 42.84 73.3 Pass T15 220-200 Guy A@219 11/16 1605 30.74 36.54 84.1 Pass T19 180-160 Guy A@179 13/16 1608 37.95 50.40 75.3 Pass tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 9 Section Elevation(ft) Component Type Size Critical P(K) �P,,,aw(K) % Pass/Fail No. Element Capacity T21 I 140-120 Guy A@139 13/16 I 1611 I 31.61 I 50.40 I 62.7 I Pass T24 80-60 Guy A@69.6667 13/16 1614 23.09 50.40 45.8 Pass L2 460-440 Guy B@440.208 13/16 1577 28.43 50.40 56.4 Pass T3 397.25-395.875 1 Guy B@397.25 11/16 1586 20.26 31.50 64.3 Pass T9 340-320 Guy B@339 11/16 1598 22.63 36.54 61.9 Pass T12 280-260 Guy B@279 3/4 1601 30.14 42.84 70.4 Pass T15 220-200 Guy B@219 11/16 1604 29.95 36.54 82.0 Pass T19 180-160 Guy B@179 13/16 1607 37.31 50.40 74.0 Pass T21 140-120 Guy B@139 13/16 1610 30.99 50.40 61.5 Pass T24 80-60 Guy B@69.6667 13/16 1613 23.77 50.40 47.2 Pass L2 460-440 Guy C@440.208 13/16 1573 28.89 50.40 57.3 Pass T3 397.25-395.875 1 Guy C@397.25 11/16 1580 20.98 31.50 66.6 Pass T9 340-320 Guy C@339 11/16 1597 23.68 36.54 64.8 Pass T12 280-260 Guy C@279 3/4 1600 31.40 42.84 73.3 Pass T15 220-200 Guy C@219 11/16 1603 30.72 36.54 84.1 Pass T19 180-160 Guy C@179 13/16 1606 37.71 50.40 74.8 Pass T21 140-120 Guy C@139 13/16 1609 30.90 50.40 61.3 Pass T24 80-60 Guy C@69.6667 13/16 1612 22.35 50.40 44.3 Pass L2 460-440 Top Guy Pull- 6x1/2 1575 5.85 102.06 5.7 Pass Off@440.208 T2 398.625-397.25 Top Guy Pull- 3x1/2 355 -2.86 8.28 34.6 Pass Off@397.25 T9 340-320 Top Guy Pull- 1 551 7.64 26.72 28.6 Pass Off@339 T12 280-260 Top Guy Pull- 1 731 11.04 26.72 41.3 Pass Off@279 T15 220-200 Top Guy Pull- 1 911 13.51 26.72 50.6 Pass Off@219 T19 180-160 Top Guy Pull- 1 1038 18.60 26.72 69.6 Pass Off@179 T21 140-120 Top Guy Pull- 1 1158 14.94 26.72 55.9 Pass Off@139 T24 80-60 Top Guy Pull- 1 1344 10.25 26.72 38.4 Pass Off@69.6667 T4 395.875-394.25 Bottom Guy Pull- 3x1/2 367 -1.30 8.28 15.7 Pass Off@397.25 T3 397.25-395.875 Torque Arm 2 1/4 1581 25.24 135.27 18.7 Pass Top@397.25 T3 397.25-395.875 Torque Arm 2 1/4 1589 -25.89 94.31 27.5 Pass Bottom@397.25 Summary Latticed Pole Leg 48.2 Pass (L2) Latticed Pole Diagonal 43.6 Pass (L2) Latticed Pole Top 9.6 Pass Girt(L4) Latticed 7.0 Pass Pole tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 10 Section Elevation(ft) Component Type Size Critical P(K) CPa„—(K) % Pass/Fail No. Element Capacity Bottom Girt(L4) Latticed Pole Mid 3.3 Pass Girt(L4) Leg(T21) 91.1 Pass Diagonal 99.8 Pass (T18) Top Girt 73.7 Pass (T29) Bottom 29.2 Pass Girt(T18) Mid Girt 5.1 Pass (T26) Guy A 84.1 Pass (T15) Guy B 82.0 Pass (T15) Guy C g4.1 Pass (T15) Top Guy Pull-Off 69.6 Pass (T19) Bottom Guy Pull- 15.7 Pass Off(T4) Torque Arm Top 18.7 Pass (T3) Torque Arm 27.5 Pass Bottom (T3) Bolt 88.0 Pass Checks RATING= 99.8 Pass Table 4 -Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass/Fail 1,2 Base Foundation - 73.5 Pass 1,2 Guy Anchor Foundation - 52.1 Pass Structure Rating (max from all components) = 99.8% Notes: 1) Rating per TIA-222-H,Section 15.5 2) See additional documentation in"Appendix B-Additional Calculations"for calculations supporting the%capacity listed. tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 11 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its base and anchor foundations have sufficient capacity to carry the proposed loading configuration. No other modifications are required at this time provided the following criteria are satisfied. a) The removal of the (4)spare coax on the waveguide bracket that is connected to C leg. The only coax to remain are to be the (6) 1-5/8 lines on BC face, closest to B leg. The proposed hybrid lines are to be stacked on top of the remaining (6)coax. 3) Any coax configuration different than the one listed above will render this structural analysis void and a new structural analysis will need to be performed. tnxTower report-version 8.1.1.0 June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 12 APPENDIX A TNXTOWER OUTPUT tnxTower report-version 8.1.1.0 R#10.0DR(-10) 400.0 fl d a N 4 9 C a 400.0 fl ��sms e q L. Osb, R�SO.00fl I'10 RKSp.00R PLAN 5 a a'as 3600fl ° Iz DESIGNED APPURTENANCE LOADING 1fYx8'e0v TYPE ELEVATION TYPE ELEVATION R. 480 246'x 15'z4'Pael vdt,Pipe 2W.5 F /s Da224AM 442 88'z 1Y F58'PenA wl MoeMounl�Pipe5 'pn SiLaAmi H2 88' 12 B P el wl Mo MP' 2085 2 6flx4.90mv 3011 414E Or.12'x 6'P.i Wmt!Pipe e08.5 SMeAm,MwrA 301-1 4145 1 20 206.5 9?' Sitle Ann M^aM150307-11 410167 2ATMPP1412D1A20 -.5 Sitla AmiMwM°i50301-11 3]3 FRIG -.5 2M 4Elemem Oipme 3705 FRIG 20as 10fl4-Element oipole1 3505 FXFB ID8.5 10A 4-Elemenlopole7 350 RNSNDC-7]]1-PF-0e ID8.5 SitleAmi Mount 1S0307-1 350 nor Mount SM1 20as 05Bw1 MouMP1. - L3x3xt14 399.5 )315aNHX-1D85Bw1 Mount Ppa 195 S x3xtl4 3. 121 RRUS 32D� 1. L-114 32B RRU532 1. 1. 2600fl L3.1H 320 RRUS 1132 1. '? 114 RRUS 11 1. 'oe 06'3x 21.Sfl Omi 31] RRUS 11 1. L3gx1H 317 DC6HBfi0.16E0 1. (2'x24'Beacon 24s DCB-0BA0.1[a 195 i (2)NHX856R2BwI Moum Pipe 22525 SiOa Pim Mount So 030t-1] -se, 0)NHH-FRRL2BW -in Rpe 74.5 XR wl hbum Rpe 6a49 B41 wl w-Pipe 225.25 DT48562X1 wl Mount RW 174.5 PXPt360.21wl Mount Rpe 22525 APXJSPPI6-GA20w wAr Pipe 174.5 A%P19fi0.2 wl MoumR 22525 PXVSPPI8-GA20wIMwMP' 74.5 -1as-w/MouM 22525 RRUS 82 W50Wi SHIELD 1- RADI04449 Bt3R5 R 225.25 RRUS 82 W50L1R SHIELD 174.5 RADI044498t3,H5 22525 RRUS 11 W5 174.5 �T RADIO saQ BMFA 22525 RRU311 74.5 RADI0884382B98A 22525 RRUS 11 174.5 RA B2iBe8A 225.25 FFHS-FILTER 174.5 RHsocaaz7-PF-08 2xs.s FFHS-FILTER 1745 RHSDC4M2]-PF-0e 22525 FFHSFILTER 174.5 102.7fl nia,x41 22525 174.s 0_Ofl 2.1 Die.x 6-ft 22525 F01- 174.5 22525 RRUS 11 174.5 3j7seq 2.9•x 105R 22525 RRUS 11 74.5 �. 2.9'x f0.6R 22525 RRUSA2 174.5 �& 2.9'x las Rpe 225.25 RRUSA2 174.5 s.s 2.A'Do.xl0.fl MarARpe 22525 SR24'De.x4fl 174.5 i _ x10.fl MwrAR 22525 52A-D'e.x4A 174.s Lzgr2xz v41l -n 4 L21I9Q 114x1Hxe-ft 225.25 . WUM ISM 702J1 174.5 °7B SabrlMarA ISM 901-911 22525 6-ftx3ftGM 1M.5 246'z la`---,- 2W.5 B9 jaP 'ram SYMBOL LIST MARK SIZE MARK SIZE t6 sRPIw D SIR L4 J 4 2.39325 d MATERIAL STRENGTH B GRADE Pv Fu GRADE Pv Fu A572-50 50 N9 651¢I AN as-1 58 kai BOOR \ �� \TOWER DESIGN NOTES d 1.Tower designed for Exposure C\TIA-222-H Standard. S es.7 re +y+6BSLc,2�32ft 7 32.,Tower e designed dtfor a 158 mph basic Mind in accordance with the TIA-222-H Standard. Defl are 6D.Dft �% 4.T er Risk Category II. 5.Topographic Category 1 with Crest Hei ht of 0.00 fl 6.TOWER RATING:99.8% 4D.0 ft 4 9.7 ft m 4.1ft 181K 3 3re K MII R=25o.mre 169 K4- $ c 4up�fl(I= � p - `- �° ALL REACTIONS ARE FACTORED Tower Engineering Professionals"118223-Spain Tower 326 Tryon Road Pf0]em'TEPNo.261 Raleigh,NC 27603 crepe verizon wreiess Dfe^'^')'mlweevil r Erginaenng Roreasipnaia Phone:(919)661-6351 otle'TIA-222-H at°O6/25Y21 °'NTS FAX:919 661-6350 Pa10: Dag No.E-1 tnxTower Job Page 118223 - Spain Tower 1 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX:(919)661-6350 mtweavil Tower Input Data The main tower is a 3x guyed tower with an overall height of 480.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 3.75 ft at the top and tapered at the base. An index plate is provided at the 3 sided-tower connection. There is a 3 sided latticed pole with a face width of 2.00 ft. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level: 32.00 ft. Basic wind speed of 158 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member design is 1. Stress ratio used in tower member design is 1. Safety factor used in guy design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Kes(FW)=0.95. 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 4 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 4 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 4 Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients 4 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 4 Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination = Poles r 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 b tnxTower Jo 118223 - Spain Tower Page2 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX(919)661-6350 nitWeaVll Wind 180 Q T 7 0 �gA Wind 90 o� Leg C Z Leg B G01ZG Face C G4ye Wind 0 Corner& Starmount Guyed Tower tnxTower Job Page 118223 - Spain Tower 3 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Wind 180 �J G4 Leg A Wind 90 4, � °'o emu � Leg C Z Leg B Face C Win 0 Guy C Face Guyed 3 Sided Latticed Pole Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections it it it Ll 480.00-460.00 2.00 1 20.00 L2 460.00-440.00 2.00 1 20.00 U 440.00-420.00 2.00 1 20.00 L4 420.00-400.00 2.00 1 20.00 3 Sided Latticed Pole Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in Ll 480.00-460.00 1.58 X Brace No No 10.0000 2.5000 b tnxTower Jo 118223 - Spain Tower Page4 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX(919)661-6350 nitWeaVll Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End fit it Panels in in L2 460.00-440.00 1.58 X Brace No No 10.0000 2.5000 L3 440.00-420.00 1.58 X Brace No No 10.0000 2.5000 L4 420.00-400.00 1.54 X Brace No No 12.0000 6.0000 3 Sided Latticed Pole Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade fit L1 480.00-460.00 Solid Round 1 1/2 A572-50 Solid Round 1/2 A36 (50 ksi) (36 ksi) L2 460.00-440.00 Solid Round 1 1/2 A572-50 Solid Round 1/2 A36 (50 ksi) (36 ksi) L3 440.00-420.00 Solid Round 2 A572-50 Solid Round 9/16 A36 (50 ksi) (36 ksi) L4 420.00-400.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) 3 Sided Latticed Pole Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft L1 480.00-460.00 Solid Round 3/4 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) L2 460.00-440.00 Solid Round 3/4 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) L3 440.00-420.00 Solid Round 3/4 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) L4 420.00-400.00 Solid Round 3/4 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) 3 Sided Latticed Pole Section Geometry cont'd Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid fit Girts L1 480.00-460.00 1 Solid Round 3/4 A36 Flat Bar A572-50 (36 ksi) (50 ksi) L2 460.00-440.00 1 Solid Round 3/4 A36 Flat Bar A572-50 (36 ksi) (50 ksi) L3 440.00-420.00 1 Solid Round 3/4 A36 Flat Bar A572-50 (36 ksi) (50 ksi) L4 420.00-400.00 1 Solid Round 3/4 A36 Flat Bar A572-50 (36 ksi) (50 ksi) tnxTower Job Page 118223 - Spain Tower 5 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.•(919)661-6350 mtweavil 3 Sided Latticed Pole Section Geometry cont'd Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft fit, in in in in Ll 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 480.00-460.00 (36 ksi) L2 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 460.00-440.00 (36 ksi) L3 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 440.00-420.00 (36 ksi) L4 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 420.00-400.00 (36 ksi) 3 Sided Latticed Pole Section Geometry cont'd K Factors' Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X fit Y Y Y Y Y Y Y L1 No Yes 1 1 1 1 1 1 1 1 480.00-460.00 1 1 1 1 1 1 1 L2 No Yes 1 1 1 1 1 1 1 1 460.00-440.00 1 1 1 1 1 1 1 L3 No Yes 1 1 1 1 1 1 1 1 440.00-420.00 1 1 1 1 1 1 1 L4 No Yes 1 1 1 1 1 1 1 1 420.00-400.00 1 1 1 1 1 1 1 'Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. 3 Sided Latticed Pole Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation fit Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in L1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 480.00-460.00 L2 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 460.00-440.00 L3 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 440.00-420.00 L4 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 420.00-400.00 tnxTower Job Page 118223 - Spain Tower 6 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in Ll 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 480.00-460.00 L2 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 460.00-440.00 L3 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 440.00-420.00 L4 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 420.00-400.00 3 Sided Latticed Pole Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in L1 Sleeve DS 0.6250 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 480.00-460.00 A325N A325N A325N A325N A325N A325N A325N L2 Sleeve DS 0.6250 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 460.00-440.00 A325N A325N A325N A325N A325N A325N A325N L3 Sleeve DS 0.6250 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 440.00-420.00 A325N A325N A325N A325N A325N A325N A325N L4 Flange 1.2500 4 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 420.00-400.00 A325N A325N A325N A325N A325N A325N A325N Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft ft Tl 400.00-398.63 3.75 1 1.38 T2 398.63-397.25 3.75 1 1.38 T3 397.25-395.88 3.75 1 1.38 T4 395.88-394.25 3.75 1 1.63 T5 394.25-389.58 3.75 1 4.67 T6 389.58-380.00 3.75 1 9.58 T7 380.00-360.00 3.75 1 20.00 T8 360.00-340.00 3.75 1 20.00 T9 340.00-320.00 3.75 1 20.00 T10 320.00-300.00 3.75 1 20.00 T l l 300.00-280.00 3.75 1 20.00 T12 280.00-260.00 3.75 1 20.00 T13 260.00-240.00 3.75 1 20.00 T14 240.00-220.00 3.75 1 20.00 T15 220.00-200.00 3.75 1 20.00 tnxTower Job Page 118223 - Spain Tower 7 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX:(919)661-6350 mtweavil Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections it it fit T16 200.00-189.67 3.75 1 10.33 T17 189.67-182.67 3.75 1 7.00 T18 182.67-180.00 3.75 1 2.67 T19 180.00-160.00 3.75 1 20.00 T20 160.00-140.00 3.75 1 20.00 T21 140.00-120.00 3.75 1 20.00 T22 120.00-100.00 3.75 1 20.00 T23 100.00-80.00 3.75 1 20.00 T24 80.00-60.00 3.75 1 20.00 T25 60.00-40.00 3.75 1 20.00 T26 40.00-20.00 3.75 1 20.00 T27 20.00-9.67 3.75 1 10.33 T28 9.67-4.67 3.75 1 5.00 T29 4.67-0.00 3.75 1 4.67 Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft fit Panels in in Tl 400.00-398.63 0.88 K Brace Up No Yes 6.0000 0.0000 T2 398.63-397.25 1.38 K Brace Down No Yes 0.0000 0.0000 T3 397.25-395.88 1.38 K Brace Up No Yes 0.0000 0.0000 T4 395.88-394.25 1.63 K Brace Down No Yes 0.0000 0.0000 T5 394.25-389.58 2.33 X Brace No No 0.0000 0.0000 T6 389.58-380.00 2.33 X Brace No No 0.0000 3.0000 T7 380.00-360.00 2.33 X Brace No No 12.0000 4.0000 T8 360.00-340.00 2.33 X Brace No No 12.0000 4.0000 T9 340.00-320.00 2.33 X Brace No No 12.0000 4.0000 T10 320.00-300.00 2.33 X Brace No No 12.0000 4.0000 T11 300.00-280.00 2.33 X Brace No No 12.0000 4.0000 T12 280.00-260.00 2.33 X Brace No No 12.0000 4.0000 T13 260.00-240.00 2.33 X Brace No No 12.0000 4.0000 T14 240.00-220.00 2.33 X Brace No No 12.0000 4.0000 T15 220.00-200.00 2.33 X Brace No No 12.0000 4.0000 T16 200.00-189.67 2.33 X Brace No No 12.0000 0.0000 T17 189.67-182.67 2.33 X Brace No No 0.0000 0.0000 T18 182.67-180.00 2.33 X Brace No No 0.0000 4.0000 T19 180.00-160.00 2.33 X Brace No No 12.0000 4.0000 T20 160.00-140.00 2.33 X Brace No No 12.0000 4.0000 T21 140.00-120.00 2.33 X Brace No No 12.0000 4.0000 T22 120.00-100.00 2.33 X Brace No No 12.0000 4.0000 T23 100.00-80.00 2.33 X Brace No No 12.0000 4.0000 T24 80.00-60.00 2.33 X Brace No No 12.0000 4.0000 T25 60.00-40.00 2.33 X Brace No No 12.0000 4.0000 T26 40.00-20.00 2.33 X Brace No No 12.0000 4.0000 T27 20.00-9.67 2.33 X Brace No No 12.0000 0.0000 T28 9.67-4.67 2.50 X Brace No No 0.0000 0.0000 T29 4.67-0.00 2.33 X Brace No No 0.0000 0.0000 Tower Section Geometry cont'd tnxTower Job Page 118223 - Spain Tower 8 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade fit T1400.00-398.63 Solid Round 21/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T2 398.63-397.25 Solid Round 2 1/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T3 397.25-395.88 Solid Round 2 1/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T4 395.88-394.25 Solid Round 2 1/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T5 394.25-389.58 Solid Round 2 1/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T6 389.58-380.00 Solid Round 2 1/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T7 380.00-360.00 Solid Round 2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T8 360.00-340.00 Solid Round 2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T9 340.00-320.00 Solid Round 2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T10 Solid Round 2 A572-50 Solid Round 3/4 A572-50 320.00-300.00 (50 ksi) (50 ksi) Tl l Solid Round 2 A572-50 Solid Round 3/4 A572-50 300.00-280.00 (50 ksi) (50 ksi) T12 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 280.00-260.00 (50 ksi) (50 ksi) T13 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 260.00-240.00 (50 ksi) (50 ksi) T14 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 240.00-220.00 (50 ksi) (50 ksi) T15 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 220.00-200.00 (50 ksi) (50 ksi) T16 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 200.00-189.67 (50 ksi) (50 ksi) T17 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 189.67-182.67 (50 ksi) (50 ksi) T18 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 182.67-180.00 (50 ksi) (50 ksi) T19 Solid Round 2 1/4 A572-50 Solid Round 3/4 A572-50 180.00-160.00 (50 ksi) (50 ksi) T20 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 160.00-140.00 (50 ksi) (50 ksi) T21 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 140.00-120.00 (50 ksi) (50 ksi) T22 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 120.00-100.00 (50 ksi) (50 ksi) T23 100.00-80.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T24 80.00-60.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T25 60.00-40.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T26 40.00-20.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T27 20.00-9.67 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T28 9.67-4.67 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T29 4.67-0.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) tnxTower Job Page 118223 - Spain Tower 9 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.•(919)661-6350 mtweavil Tower Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade fit T1 400.00-398.63 Flat Bar 12"xl" A36 Flat Bar A36 (36 ksi) (36 ksi) T2 398.63-397.25 Solid Round A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T6 389.58-380.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T7 380.00-360.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T8 360.00-340.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T9 340.00-320.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T10 Solid Round 1 A36 Solid Round 1 A36 320.00-300.00 (36 ksi) (36 ksi) Tl l Solid Round 1 A36 Solid Round 1 A36 300.00-280.00 (36 ksi) (36 ksi) T12 Solid Round 1 A36 Solid Round 1 A36 280.00-260.00 (36 ksi) (36 ksi) T13 Solid Round 1 A36 Solid Round 1 A36 260.00-240.00 (36 ksi) (36 ksi) T14 Solid Round 1 A36 Solid Round 1 A36 240.00-220.00 (36 ksi) (36 ksi) T15 Solid Round 1 A36 Solid Round 1 A36 220.00-200.00 (36 ksi) (36 ksi) T16 Solid Round 1 A36 Solid Round A36 200.00-189.67 (36 ksi) (36 ksi) T17 Solid Round 1 A36 Solid Round A36 189.67-182.67 (36 ksi) (36 ksi) T18 Solid Round A36 Solid Round 1 A36 182.67-180.00 (36 ksi) (36 ksi) T19 Solid Round 1 A36 Solid Round 1 A36 180.00-160.00 (36 ksi) (36 ksi) T20 Solid Round 1 A36 Solid Round 1 A36 160.00-140.00 (36 ksi) (36 ksi) T21 Solid Round 1 A36 Solid Round 1 A36 140.00-120.00 (36 ksi) (36 ksi) T22 Solid Round I A36 Solid Round 1 A36 120.00-100.00 (36 ksi) (36 ksi) T23 100.00-80.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T24 80.00-60.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T25 60.00-40.00 Solid Round I A36 Solid Round 1 A36 (36 ksi) (36 ksi) T26 40.00-20.00 Solid Round 1 A36 Solid Round 1 A36 (36 ksi) (36 ksi) T27 20.00-9.67 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T28 9.67-4.67 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T29 4.67-0.00 Arbitrary Shape 1"SR w/2"xl/4"Welded Plate A36 Solid Round A36 (36 ksi) (36 ksi) tnxTower Job Page 118223 - Spain Tower 10 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Section Geometry cont'd Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T1 400.00-398.63 None Solid Round A36 Flat Bar 3xl/2 A36 (36 ksi) (36 ksi) T2 398.63-397.25 None Solid Round A36 Flat Bar 3xl/2 A36 (36 ksi) (36 ksi) T3 397.25-395.88 None Solid Round A36 Flat Bar 3xl/2 A36 (36 ksi) (36 ksi) T4 395.88-394.25 None Solid Round A36 Flat Bar 3xl/2 A36 (36 ksi) (36 ksi) T7 380.00-360.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T8 360.00-340.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T9 340.00-320.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T10 1 Solid Round 1 A36 Solid Round A36 320.00-300.00 (36 ksi) (36 ksi) Tl l 1 Solid Round 1 A36 Solid Round A36 300.00-280.00 (36 ksi) (36 ksi) T12 1 Solid Round 1 A36 Solid Round A36 280.00-260.00 (36 ksi) (36 ksi) T13 1 Solid Round 1 A36 Solid Round A36 260.00-240.00 (36 ksi) (36 ksi) T14 1 Solid Round 1 A36 Solid Round A36 240.00-220.00 (36 ksi) (36 ksi) T15 1 Solid Round 1 A36 Solid Round A36 220.00-200.00 (36 ksi) (36 ksi) T19 1 Solid Round 1 A36 Solid Round A36 180.00-160.00 (36 ksi) (36 ksi) T20 1 Solid Round 1 A36 Solid Round A36 160.00-140.00 (36 ksi) (36 ksi) T21 1 Solid Round 1 A36 Solid Round A36 140.00-120.00 (36 ksi) (36 ksi) T22 1 Solid Round 1 A36 Solid Round A36 120.00-100.00 (36 ksi) (36 ksi) T23 100.00-80.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T24 80.00-60.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T25 60.00-40.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) T26 40.00-20.00 1 Solid Round 1 A36 Solid Round A36 (36 ksi) (36 ksi) Tower Section Geometry cont'd Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Tl 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 tnxTower Job Page 118223 - Spain Tower 11 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants fit fit, in in in in 400.00-398.63 (36 ksi) T2 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 398.63-397.25 (36 ksi) T3 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 397.25-395.88 (36 ksi) T4 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 395.88-394.25 (36 ksi) T5 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 394.25-389.58 (36 ksi) T6 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 389.58-380.00 (36 ksi) T7 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 380.00-360.00 (36 ksi) T8 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 360.00-340.00 (36 ksi) T9 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 340.00-320.00 (36 ksi) T10 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 320.00-300.00 (36 ksi) T11 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 300.00-280.00 (36 ksi) T12 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 280.00-260.00 (36 ksi) T13 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 260.00-240.00 (36 ksi) T14 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 240.00-220.00 (36 ksi) T15 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 220.00-200.00 (36 ksi) T16 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 200.00-189.67 (36 ksi) T17 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 189.67-182.67 (36 ksi) T18 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 182.67-180.00 (36 ksi) T19 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 180.00-160.00 (36 ksi) T20 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 160.00-140.00 (36 ksi) T21 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 140.00-120.00 (36 ksi) T22 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 120.00-100.00 (36 ksi) T23 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 100.00-80.00 (36 ksi) T24 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 80.00-60.00 (36 ksi) T25 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 60.00-40.00 (36 ksi) T26 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 40.00-20.00 (36 ksi) T27 20.00-9.67 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) T28 9.67-4.67 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) T29 4.67-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) tnxTower Job Page 118223 - Spain Tower 12 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Section Geometry cont'd K Factors' Tower Cale Cale Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1 No Yes 1 1 1 1 1 I 1 1 400.00-398.63 1 1 1 1 1 1 1 T2 No Yes 1 1 1 1 1 1 1 1 398.63-397.25 1 1 1 1 1 1 1 T3 No Yes 1 1 1 1 1 1 1 1 397.25-395.88 1 1 1 1 1 1 1 T4 No Yes 1 1 1 1 1 1 1 1 395.88-394.25 1 1 1 1 1 1 1 T5 No Yes 1 1 1 1 1 1 1 1 394.25-389.58 1 1 1 1 1 1 1 T6 No Yes 1 1 1 1 1 1 1 1 389.58-380.00 1 1 1 1 1 1 1 T7 No Yes 1 1 1 1 1 1 1 1 380.00-360.00 1 1 1 1 1 1 1 T8 No Yes 1 1 1 1 1 1 1 1 360.00-340.00 1 1 1 1 1 1 1 T9 No Yes 1 1 1 1 1 1 1 1 340.00-320.00 1 1 1 1 1 1 1 T10 No Yes 1 1 1 1 1 1 1 1 320.00-300.00 1 1 1 1 1 1 1 Tll No Yes 1 1 1 1 1 1 1 1 300.00-280.00 1 1 1 1 1 1 1 T12 No Yes 1 1 1 1 1 1 1 1 280.00-260.00 1 1 1 1 1 1 1 T13 No Yes 1 1 1 1 1 1 1 1 260.00-240.00 1 1 1 1 1 1 1 T14 No Yes 1 1 1 1 1 1 1 1 240.00-220.00 1 1 1 1 1 1 1 T15 No Yes 1 1 1 1 1 1 1 1 220.00-200.00 1 1 1 1 1 1 1 T16 No Yes 1 1 1 1 1 1 1 1 200.00-189.67 1 1 1 1 1 1 1 T17 No Yes 1 1 1 1 1 1 1 1 189.67-182.67 1 1 1 1 1 1 1 T18 No Yes 1 0.726621 1 1 1 1 1 1 182.67-180.00 0.726621 1 1 1 1 1 1 T19 No Yes 1 1 1 1 1 1 1 1 180.00-160.00 1 1 1 1 1 1 1 T20 No Yes 1 1 1 1 1 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T21 No Yes 1 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 1 1 1 T22 No Yes 1 1 1 1 1 1 1 1 120.00-100.00 1 1 1 1 1 1 1 T23 No Yes 1 1 1 1 1 1 1 1 100.00-80.00 1 1 1 1 1 1 1 T24 No Yes 1 1 1 1 1 1 1 1 80.00-60.00 1 1 1 1 1 1 1 T25 No Yes 1 1 1 1 1 1 1 1 60.00-40.00 1 1 1 1 1 1 1 T26 No Yes 1 1 1 1 1 1 1 1 40.00-20.00 1 1 1 1 1 1 1 T27 No Yes 1 1 1 1 1 1 1 1 b tnxTower Jo 118223 - Spain Tower Page13 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX'(919)661-6350 nitWeaVll K Factors' Tower Cale Cale Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y 20.00-9.67 1 1 1 1 1 1 1 T28 9.67-4.67 No Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T29 4.67-0.00 No Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in I in in T1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 400.00-398.63 T2 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 398.63-397.25 T3 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 397.25-395.88 T4 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 395.88-394.25 T5 0.0000 1 0.0000 1 I 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 394.25-389.58 T6 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 389.58-380.00 T7 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 380.00-360.00 T8 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 360.00-340.00 T9 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 340.00-320.00 T 10 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 320.00-300.00 T11 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 300.00-280.00 T 12 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 280.00-260.00 T 13 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 260.00-240.00 T14 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 240.00-220.00 T 15 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 220.00-200.00 T 16 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 200.00-189.67 T17 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 189.67-182.67 T 18 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 182.67-180.00 tnxTower Job Page 118223 - Spain Tower 14 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T19 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 180.00-160.00 T20 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 160.00-140.00 T21 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 140.00-120.00 T22 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 120.00-100.00 T23 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 100.00-80.00 T24 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 80.00-60.00 T25 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 60.00-40.00 T26 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 40.00-20.00 T27 20.00-9.67 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 T28 9.67-4.67 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 T29 4.67-0.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 1 0.0000 1 1 0.0000 0.75 Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal f Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 400.00-398.63 T2 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 398.63-397.25 T3 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 397.25-395.88 T4 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 395.88-394.25 T5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 394.25-389.58 T6 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 389.58-380.00 T7 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00-360.00 T8 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 360.00-340.00 T9 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 340.00-320.00 T10 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 320.00-300.00 Tll 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 300.00-280.00 T12 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 280.00-260.00 T13 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 260.00-240.00 T14 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 240.00-220.00 tnxTower Job Page 118223 - Spain Tower 15 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T15 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 220.00-200.00 T16 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 200.00-189.67 T17 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 189.67-182.67 T18 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 182.67-180.00 T19 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-160.00 T20 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-140.00 T21 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00-120.00 T22 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 120.00-100.00 T23 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T24 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 80.00-60.00 T25 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00-40.00 T26 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00-20.00 T27 20.00-9.67 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T28 9.67-4.67 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T29 4.67-0.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1 Sleeve DS 0.6250 0 0.0000 0* 0.0000 0* 0.0000 0' 0.0000 0' 0.0000 0* 0.6250 0 400.00-398.63 A325N A325N A325N A325N A325N A325N A325N T2 Sleeve DS 0.6250 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 398.63-397.25 A325N A325N A325N A325N A325N A325N A325N T3 Sleeve DS 0.6250 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 397.25-395.88 A325N A325N A325N A325N A325N A325N A325N T4 Sleeve DS 0.6250 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 395.88-394.25 A325N A325N A325N A325N A325N A325N A325N T5 Sleeve DS 0.6250 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 394.25-389.58 A325N A325N A325N A325N A325N A325N A325N T6 Sleeve DS 0.6250 5 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 389.58-380.00 A325N A325N A325N A325N A325N A325N A325N T7 Sleeve DS 0.6250 5 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 380.00-360.00 A325N A325N A325N A325N A325N A325N A325N T8 Sleeve DS 0.6250 5 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 360.00-340.00 A325N A325N A325N A325N A325N A325N A325N tnxTower Job Page 118223 - Spain Tower 16 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T9 Sleeve DS 0.6250 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 340.00-320.00 A325N A325N A325N A325N A325N A325N A325N T10 Sleeve DS 0.6250 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 320.00-300.00 A325N A325N A325N A325N A325N A325N A325N T l l Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 300.00-280.00 A325N A325N A325N A325N A325N A325N A325N T 12 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 280.00-260.00 A325N A325N A325N A325N A325N A325N A325N T13 Sleeve DS 0.7500 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 260.00-240.00 A325N A325N A325N A325N A325N A325N A325N T 14 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 240.00-220.00 A325N A325N A325N A325N A325N A325N A325N T 15 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 220.00-200.00 A325N A325N A325N A325N A325N A325N A325N T16 Sleeve DS 0.7500 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 200.00-189.67 A325N A325N A325N A325N A325N A325N A325N T 17 Sleeve DS 0.7500 0 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 189.67-182.67 A325N A325N A325N A325N A325N A325N A325N T 18 Sleeve DS 0.7500 0 0.0000 0` 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0` 0.6250 0 182.67-180.00 A325N A325N A325N A325N A325N A325N A325N T19 Sleeve DS 0.7500 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 180.00-160.00 A325N A325N A325N A325N A325N A325N A325N T20 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 160.00-140.00 A325N A325N A325N A325N A325N A325N A325N T21 Sleeve DS 0.7500 5 0.0000 0 0.0000 0' 0.0000 0 0.0000 0` 0.0000 0 0.6250 0 140.00-120.00 A325N A325N A325N A325N A325N A325N A325N T22 Sleeve DS 0.7500 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 120.00-100.00 A325N A325N A325N A325N A325N A325N A325N T23 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T24 Sleeve DS 0.7500 5 0.0000 0 0.0000 0' 0.0000 0 0.0000 0' 0.0000 0 0.6250 0 80.00-60.00 A325N A325N A325N A325N A325N A325N A325N T25 Sleeve DS 0.7500 5 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.0000 0 0.6250 0 60.00-40.00 A325N A325N A325N A325N A325N A325N A325N T26 Sleeve DS 0.7500 5 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.0000 0' 0.6250 0 40.00-20.00 A325N A325N A325N A325N A325N A325N A325N T27 20.00-9.67 Sleeve DS 0.0000 0 0.0000 0 0.0000 0' 0.0000 0 0.0000 0` 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T28 9.67-4.67 Sleeve DS 0.0000 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T29 4.67-0.00 Sleeve DS 0.0000 0 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.0000 0* 0.6250 0 A325N A325N A325N A325N A325N A325N A325N Out-of-plane partial restraint assumed Guy Data Guy Guy Guy Initial °% Guy Guy L Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Efficiency ft K ksi plf ft ft o ft % 440.208 BS A 13/16 8.00 10% 24000 1.390 513.99 250.00 0.0000 -10.00 100% B 13/16 8.00 10% 24000 1.390 505.27 250.00 0.0000 0.00 100% C 13/16 8.00 10% 24000 1.390 513.99 250.00 0.0000 -10.00 100% tnxTower Job Page 118223 - Spain Tower 17 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil 397.25 EHS A 11/16 5.00 10% 24000 0.994 476.36 250.00 0.0000 -10.00 100% B 11/16 5.00 10% 24000 0.994 467.85 250.00 0.0000 0.00 100% C 11/16 5.00 10% 24000 0.994 476.36 250.00 0.0000 -10.00 100% 339 BS A 11/16 5.80 10% 24000 0.990 427.70 250.00 0.0000 -10.00 100% B 11/16 5.80 10% 24000 0.990 419.59 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 427.70 250.00 0.0000 -10.00 100% 279 BS A 3/4 6.80 10% 24000 1.180 380.42 250.00 0.0000 -10.00 100% B 3/4 6.80 10% 24000 1.180 372.89 250.00 0.0000 0.00 100% C 3/4 6.80 10% 24000 1.180 380.42 250.00 0.0000 -10.00 100% 219 BS A 11/16 5.80 10% 24000 0.990 337.17 250.00 0.0000 -10.00 100% B 11/16 5.80 10% 24000 0.990 330.47 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 337.17 250.00 0.0000 -10.00 100% 179 BS A 13/16 7.20 9% 24000 1.390 311.47 250.00 0.0000 -10.00 100% B 13/16 7.20 9% 24000 1.390 305.51 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 311.47 250.00 0.0000 -10.00 100% 139 BS A 13/16 7.20 9% 24000 1.390 288.98 250.00 0.0000 -10.00 100% B 13/16 7.20 9% 24000 1.390 283.96 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 288.98 250.00 0.0000 -10.00 100% 69.6667 BS A 13/16 7.20 9% 24000 1.390 260.15 250.00 0.0000 -10.00 100% B 13/16 7.20 9% 24000 1.390 257.27 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 260.15 250.00 0.0000 -10.00 100% Guy Data cont'd Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation Type Spread Leg Angle Style Grade Type ft fit o 440.208 Comer 397.25 Torque Arm 8.00 10.0000 Wing A36 Solid Round 2 1/4 (36 ksi) 339 Corner 279 Corner 219 Corner 179 Corner 139 Corner 69.6667 Corner Guy Data cont'd Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is Pull-Off Pull-Off Type Pull-Off Size Elevation Grade Type Size Size Strap. Grade it 440.21 A572-50 Solid Round Yes A36 Flat Bar 6x1/2 (50 ksi) (36 ksi) 397.25 A572-50 Solid Round No A36 Flat Bar 3xl/2 (50 ksi) (36 ksi) 339.00 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) 279.00 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) 219.00 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) 179.00 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) tnxTower Job Page 118223 - Spain Tower 18 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is Pull-Off Pull-Off Type Pull-Off Size Elevation Grade Type Size Size Strap. Grade ft 139.00 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) 69.67 A572-50 Solid Round No A36 Solid Round 1 (50 ksi) (36 ksi) Guy Data cont'd Guy Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D ft K K K K ft ft ft ft 440.208 0.71 0.70 0.71 22.11 21.38 22.11 8.1 sec/pulse 8.0 sec/pulse 8.1 sec/pulse 397.25 0.47 0.47 0.47 21.70 20.95 21.70 8.0 sec/pulse 7.9 sec/pulse 8.0 sec/pulse 339 0.42 0.42 0.42 15.18 14.62 15.18 6.7 sec/pulse 6.6 sec/pulse 6.7 sec/pulse 279 0.45 0.44 0.45 12.26 11.79 12.26 6.0 sec/pulse 5.9 sec/pulse 6.0 sec/pulse 219 0.33 0.33 0.33 9.53 9.16 9.53 5.3 sec/pulse 5.2 sec/pulse 5.3 sec/pulse 179 0.43 0.42 0.43 9.21 8.87 9.21 5.2 sec/pulse 5.1 sec/pulse 5.2 sec/pulse 139 0.40 0.39 0.40 7.95 7.69 7.95 4.9 sec/pulse 4.8 sec/pulse 4.9 sec/pulse 69.6667 0.36 0.36 0.36 6.49 6.35 6.49 4.4 sec/pulse 4.4 sec/pulse 4.4 sec/pulse Guy Data cont'd Torque Arm Pull Off Diagonal Guy Calc Calc K Ky K Ky K Ky Elevation K K ft Single Solid Angles Rounds 440.208 No No 0.7 0.7 1 1 397.25 No Yes 1 1 0.7 0.7 1 1 339 No No 0.7 0.7 1 1 279 No No 0.7 0.7 1 1 219 No No 0.7 0.7 1 1 179 No No 0.7 0.7 1 1 139 No No 0.7 0.7 1 1 69.6667 No No 0.7 0.7 1 1 Guy Data cont'd tnxTower Job Page 118223 - Spain Tower 19 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Torque-Arm Pull Off Diagonal Guy Bolt Size Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U Elevation in Deduct in Deduct in Deduct t in in in 440.208 0.6250 0 0.0000 0.75 1.2500 1 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 397.25 0.7500 2 0.0000 1 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 339 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 279 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 219 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 179 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 139 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N 69.6667 0.6250 0 0.0000 0.75 0.6250 0 0.0000 1 0.6250 0 0.0000 0.75 A325N A325N A325N Guy Pressures Guy Guy z qz T Ice Elevation Location Ice Thickness fit fit psf psi in 440.208 A 215.10 77 B 220.10 77 C 215.10 77 397.25 A 193.63 75 B 198.63 75 C 193.63 75 339 A 164.50 72 B 169.50 73 C 164.50 72 279 A 134.50 69 B 139.50 70 C 134.50 69 219 A 104.50 66 B 109.50 66 C 104.50 66 179 A 84.50 63 B 89.50 64 C 84.50 63 139 A 64.50 59 B 69.50 60 C 64.50 59 69.6667 A 29.83 51 B 34.83 52 C 29.83 51 Feed Line/Linear Appurtenances - Entered As Round Or Flat tnxTower Job Page 118223 - Spain Tower 20 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (Frac FW) Row in in in plf Calculation Waveguide B No No Af(CaAa) 400.00- 0.0000 -0.25 1 1 0.5000 0.8571 0.570 #1-3 5.00 LDF5-50A B No No Ar(CaAa) 414.50- 0.0000 -0.4 1 1 0.5000 1.0900 0.330 (7/8 FOAM) 9.00 1-1/8"Dia. B No No Ar(CaAa) 174.50- 0.0000 -0.33 3 2 0.5000 1.1250 0.375 coax 9.00 LDF7-50A B No No Ar(CaAa) 410.17- 0.0000 -0.25 1 1 0.5000 1.9800 0.820 (1-5/8 FOAM) 9.00 0.7"Fiber B No No Ar(CaAa) 174.50- 0.0000 -0.2 1 1 0.5000 0.7000 0.120 9.00 5/8"dia.coax B No No Ar(CaAa) 480.00- -2.0000 0.25 1 1 0.5000 0.6250 0.150 249.50 5/8"dia.coax B No No Ar(CaAa) 249.50- -2.0000 0.25 2 1 0.5000 0.6250 0.150 9.00 Waveguide B No No Af(CaAa) 400.00- 0.0000 0.25 1 1 0.0000 0.8571 0.570 #1-3 5.00 LDF5-50A B No No Ar(CaAa) 442.00- 0.0000 0.25 1 1 0.5000 1.0900 0.330 (7/8 FOAM) 373.00 LDF5-50A B No No Ar(CaAa) 373.00- 0.0000 0.25 2 2 0.5000 1.0900 0.330 (7/8 FOAM) 370.50 LDF5-50A B No No Ar(CaAa) 370.50- 0.0000 0.25 3 3 0.5000 1.0900 0.330 (7/8 FOAM) 350.00 LDF5-50A B No No Ar(CaAa) 350.00- 0.0000 0.25 5 4 0.5000 1.0900 0.330 (7/8 FOAM) 9.00 1/4 Coax B No No Ar(CaAa) 70.00-9.00 0.0000 0.4 2 2 0.2500 0.2500 0.100 LDF4P-50A B No No Ar(CaAa) 104.50- 0.0000 0.5 1 1 0.5000 0.6300 0.150 (1/2 FOAM) 9.00 Waveguide C No No Af(CaAa) 400.00- 0.0000 -0.25 1 1 0.5000 0.8571 0.570 #1-3 5.00 LDF7-50A C No No Ar(CaAa) 226.00- 0.0000 -0.25 6 3 0.5000 1.9800 0.820 (1-5/8 FOAM) 3.00 Waveguide#4 C No No Af(CaAa) 18.00-9.00 0.0000 0.25 1 1 0.5000 0.9818 0.650 1-1/2"feedline C No No At(CaAa) 208.00- 0.0000 0.25 1 1 0.5000 1.5000 0.757 9.00 LDF7-50A C No No Ar(CaAa) 317.00- 0.0000 0.25 1 1 0.5000 1.9800 0.820 (1-5/8 FOAM) 206.50 LDF7-50A C No No Ar(CaAa) 206.50- 0.0000 0.25 13 4 0.5000 1.9800 0.820 (1-5/8 FOAM) 9.00 Waveguide#5 C No No Af(CaAa) 230.00- 0.0000 0.5 1 1 0.5000 0.0010 0.744 13.00 MLCH 12/24 C No No Ar(CaAa) 226.00- 4.5000 -0.25 2 2 0.5000 2.0160 3.040 LOW 9.00 INDUCTION( 2) Ladder Rung- A No No Ar(CaAa) 480.00- 0.0000 -0.25 1 1 0.5000 0.7890 1.319 SR 5/8"(24" 400.00 width,19" step) Ladder Rung- A No No Ar(CaAa) 400.00- 0.0000 -0.25 1 1 0.5000 1.2050 2.416 SR 3/4"(45" 5.00 width,28" step) Safety Line A No No Ar(CaAa) 480.00- 0.0000 -0.25 1 1 0.3750 0.3750 0.220 3/8 0.00 tnxTower Job Page 118223 - Spain Tower 21 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX:(919)661-6350 mtweavil Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (Frac FW) Row in in in plf Calculation * Waveguide A No No Ar(CaAa) 190.00- 2.0000 0.4 1 1 0.5000 0.6450 0.991 Rung#6 14.00 Waveguide#6 A No No Af(CaAa) 190.00- 2.0000 0.2 1 1 0.5000 0.0010 1.566 14.00 LDF7-50A A No No Ar(CaAa) 195.00- 2.0000 0.2 12 6 0.5000 1.9800 0.820 (1-5/8 FOAM) 12.00 3/8"Coax A No No Ar(CaAa) 195.00- 5.0000 0.4 3 2 0.3750 0.3750 0.075 12.00 7/8"Coax A No No Ar(CaAa) 195.00- 6.0000 0.4 6 3 0.5000 0.8750 0.265 9.00 ***Mods*** Sub-Horizonta A No No Ar(CaAa) 458.00- 0.0000 0 1 1 0.0000 1.0000 2.673 Is 441.50 Sub-Horizonta B No No Ar(CaAa) 458.00- 0.0000 0 1 1 0.0000 1.0000 2.673 Is 441.50 Sub-Horizonta C No No Ar(CaAa) 458.00- 0.0000 0 1 1 0.0000 1.0000 2.673 Is 441.50 Sub-Horizonta A No No Ar(CaAa) 438.00- 0.0000 0 1 1 0.0000 0.6000 1.203 Is 421.50 Sub-Horizonta B No No Ar(CaAa) 438.00- 0.0000 0 1 1 0.0000 0.6000 1.203 Is 421.50 Leg Sleeves A No No Ar(CaAa) 440.00- 0.0000 0 1 1 0.0000 0.3750 1.830 420.00 Leg Sleeves B No No Ar(CaAa) 440.00- 0.0000 0 1 1 0.0000 0.3750 1.830 420.00 Leg Sleeves C No No Ar(CaAa) 440.00- 0.0000 0 1 1 0.0000 0.3750 1.830 420.00 Leg Sleeves A No No Ar(CaAa) 460.00- 0.0000 0 1 1 0.0000 0.8750 4.520 440.00 Leg Sleeves B No No Ar(CaAa) 460.00- 0.0000 0 1 1 0.0000 0.8750 4.520 440.00 Leg Sleeves C No No Ar(CaAa) 460.00- 0.0000 0 1 1 0.0000 0.8750 4.520 440.00 Clamp-On A No No Ar(CaAa) 455.33- 0.0000 0 1 1 0.0000 0.5170 0.690 Diagonals 441.50 Clamp-On B No No Ar(CaAa) 455.33- 0.0000 0 1 1 0.0000 0.5170 0.690 Diagonals 441.50 Clamp-On C No No Ar(CaAa) 455.33- 0.0000 0 1 1 0.0000 0.5170 0.690 Diagonals 441.50 Sub-Horizonta A No No Ar(CaAa) 180.00- 0.0000 0 1 1 0.0000 1.5000 4.009 Is 160.00 Sub-Horizonta B No No Ar(CaAa) 180.00- 0.0000 0 1 1 0.0000 1.5000 4.009 Is 160.00 Sub-Horizonta C No No Ar(CaAa) 180.00- 0.0000 0 1 1 0.0000 1.5000 4.009 Is 160.00 Sub-Horizonta A No No Ar(CaAa) 200.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 180.00 Sub-Horizonta B No No Ar(CaAa) 200.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 180.00 Sub-Horizonta C No No Ar(CaAa) 200.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 180.00 Sub-Horizonta A No No Ar(CaAa) 240.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 220.00 Sub-Horizonta B No No Ar(CaAa) 240.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 220.00 Sub-Horizonta C No No Ar(CaAa) 240.00- 0.0000 0 1 1 0.0000 1.1250 2.255 Is 220.00 b tnxTower Jo 118223 - Spain Tower Page22 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizorl Wireless FAX(919)661-6350 nitWeaVll Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CgAq Weight Section Elevation In Face Out Face fit f 2 fit, it, fit, K L1 480.00-460.00 A 0.000 0.000 2.328 0.000 0.03 B 0.000 0.000 1.250 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 460.00-440.00 A 0.000 0.000 6.443 0.000 0.17 B 0.000 0.000 5.583 0.000 0.15 C 0.000 0.000 4.115 0.000 0.14 L3 440.00-420.00 A 0.000 0.000 4.068 0.000 0.09 B 0.000 0.000 5.170 0.000 0.07 C 0.000 0.000 0.750 0.000 0.04 L4 420.00-400.00 A 0.000 0.000 2.328 0.000 0.03 B 0.000 0.000 7.024 0.000 0.02 C 0.000 0.000 0.000 0.000 0.00 T1 400.00-398.63 A 0.000 0.000 0.217 0.000 0.00 B 0.000 0.000 1.051 0.000 0.00 C 0.000 0.000 0.196 0.000 0.00 T2 398.63-397.25 A 0.000 0.000 0.217 0.000 0.00 B 0.000 0.000 1.051 0.000 0.00 C 0.000 0.000 0.196 0.000 0.00 T3 397.25-395.88 A 0.000 0.000 0.217 0.000 0.00 B 0.000 0.000 1.051 0.000 0.00 C 0.000 0.000 0.196 0.000 0.00 T4 395.88-394.25 A 0.000 0.000 0.257 0.000 0.00 B 0.000 0.000 1.242 0.000 0.00 C 0.000 0.000 0.232 0.000 0.00 T5 394.25-389.58 A 0.000 0.000 0.737 0.000 0.01 B 0.000 0.000 3.567 0.000 0.01 C 0.000 0.000 0.667 0.000 0.00 T6 389.58-380.00 A 0.000 0.000 1.514 0.000 0.03 B 0.000 0.000 7.323 0.000 0.03 C 0.000 0.000 1.369 0.000 0.01 T7 380.00-360.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 17.846 0.000 0.06 C 0.000 0.000 2.857 0.000 0.01 T8 360.00-340.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 21.824 0.000 0.08 C 0.000 0.000 2.857 0.000 0.01 T9 340.00-320.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 24.004 0.000 0.08 C 0.000 0.000 2.857 0.000 0.01 T10 320.00-300.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 24.004 0.000 0.08 C 0.000 0.000 6.223 0.000 0.03 T11 300.00-280.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 24.004 0.000 0.08 C 0.000 0.000 6.817 0.000 0.03 T12 280.00-260.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 24.004 0.000 0.08 C 0.000 0.000 6.817 0.000 0.03 T13 260.00-240.00 A 0.000 0.000 3.160 0.000 0.05 B 0.000 0.000 24.598 0.000 0.08 C 0.000 0.000 6.817 0.000 0.03 T14 240.00-220.00 A 0.000 0.000 5.410 0.000 0.10 B 0.000 0.000 27.504 0.000 0.13 C 0.000 0.000 18.616 0.000 0.15 T15 220.00-200.00 A 0.000 0.000 3.160 0.000 0.05 tnxTower Job Page 118223 - Spain Tower 23 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face fit ft2 ft2 ft2 ft2 K B 0.000 0.000 25.254 0.000 0.08 C 0.000 0.000 55.288 0.000 0.33 T16 200.00-189.67 A 0.000 0.000 18.889 0.000 0.11 B 0.000 0.000 14.210 0.000 0.07 C 0.000 0.000 47.231 0.000 0.27 T17 189.67-182.67 A 0.000 0.000 23.441 0.000 0.13 B 0.000 0.000 9.626 0.000 0.05 C 0.000 0.000 31.995 0.000 0.18 T18 182.67-180.00 A 0.000 0.000 8.930 0.000 0.05 B 0.000 0.000 3.667 0.000 0.02 C 0.000 0.000 12.189 0.000 0.07 T19 180.00-160.00 A 0.000 0.000 67.723 0.000 0.42 B 0.000 0.000 34.163 0.000 0.18 C 0.000 0.000 92.164 0.000 0.55 T20 160.00-140.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 33.404 0.000 0.11 C 0.000 0.000 89.164 0.000 0.47 T21 140.00-120.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 33.404 0.000 0.11 C 0.000 0.000 89.164 0.000 0.47 T22 120.00-100.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 33.688 0.000 0.11 C 0.000 0.000 89.164 0.000 0.47 T23 100.00-80.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 34.664 0.000 0.11 C 0.000 0.000 89.164 0.000 0.47 T24 80.00-60.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 35.164 0.000 0.11 C 0.000 0.000 89.164 0.000 0.47 T25 60.00-40.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 35.664 0.000 0.12 C 0.000 0.000 89.164 0.000 0.47 T26 40.00-20.00 A 0.000 0.000 64.723 0.000 0.34 B 0.000 0.000 35.664 0.000 0.12 C 0.000 0.000 89.164 0.000 0.47 T27 20.00-9.67 A 0.000 0.000 27.353 0.000 0.14 B 0.000 0.000 18.426 0.000 0.06 C 0.000 0.000 47.430 0.000 0.25 T28 9.67-4.67 A 0.000 0.000 1.100 0.000 0.01 B 0.000 0.000 2.332 0.000 0.01 C 0.000 0.000 8.802 0.000 0.04 T29 4.67-0.00 A 0.000 0.000 0.175 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.980 0.000 0.01 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in L1 480.00-460.00 -0.5543 0.3128 -0.5543 0.3128 L2 460.00-440.00 -0.2743 0.1955 -0.2743 0.1955 L3 440.00-420.00 0.2324 0.0982 0.2324 0.0982 L4 420.00-400.00 0.4888 -0.7264 0.4845 -0.7200 T1 400.00-398.63 0.1829 -0.2837 0.1829 -0.2837 T2 398.63-397.25 0.8230 -1.1982 0.8230 -1.1982 T3 397.25-395.88 1.6490 -2.2294 1.6490 -2.2294 T4 395.88-394.25 0.9274 -1.3537 0.9274 -1.3537 tnxTower Job Page 118223 - Spain Tower 24 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation CPX CPz CPX CPz Ice Ice ft in in in in T5 394.25-389.58 1.6095 -2.1760 1.6095 -2.1760 T6 389.58-380.00 1.5381 -2.0796 1.5381 -2.0796 T7 380.00-360.00 2.1638 -2.0043 2.1638 -2.0043 T8 360.00-340.00 3.0918 -1.6793 3.0918 -1.6793 T9 340.00-320.00 3.6691 -1.5380 3.6691 -1.5380 T10 320.00-300.00 2.7977 -0.6651 2.7977 -0.6651 Tll 300.00-280.00 2.6544 -0.5212 2.6544 -0.5212 T12 280.00-260.00 2.5766 -0.5065 2.5766 -0.5065 T13 260.00-240.00 2.7067 -0.4735 2.7067 -0.4735 T14 240.00-220.00 3.4402 0.6849 3.4402 0.6849 T15 220.00-200.00 3.9812 4.2463 3.9812 4.2463 T16 200.00-189.67 0.5933 1.9267 0.5933 1.9267 T17 189.67-182.67 -0.3518 -0.9707 -0.3518 -0.9707 T18 182.67-180.00 -0.3477 -0.9598 -0.3477 -0.9598 T19 180.00-160.00 -0.1249 -1.6360 -0.1249 -1.6360 T20 160.00-140.00 -0.0471 -1.9686 -0.0471 -1.9686 T21 140.00-120.00 -0.0471 -1.9686 -0.0471 -1.9686 T22 120.00-100.00 -0.0030 -1.9412 -0.0030 -1.9412 T23 100.00-80.00 0.1475 -1.8479 0.1475 -1.8479 T24 80.00-60.00 0.2114 -1.8129 0.2114 -1.8129 T25 60.00-40.00 0.2749 -1.7780 0.2749 -1.7780 T26 40.00-20.00 0.2749 -1.7780 0.2749 -1.7780 T27 20.00-9.67 0.4513 -0.9137 0.4513 -0.9137 T28 9.67-4.67 2.7702 2.9360 2.7702 2.9360 T29 4.67-0.00 1.2214 1.3887 1.2214 1.3887 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment Elev. No Ice Ice L1 7 518"dia.coax 460.00- 0.6000 0.6000 480.00 L1 31 Ladder Rung-SR 5/8"(24" 460.00- 0.6000 0.6000 width,19"step) 480.00 L1 33 Safety Line 3/8 460.00- 0.6000 0.6000 480.00 L2 7 5/8"dia.coax 440.00- 0.6000 0.6000 460.00 L2 10 LDF5-50A(7/8 FOAM) 440.00- 0.6000 0.6000 442.00 L2 31 Ladder Rung-SR 5/8"(24" 440.00- 0.6000 0.6000 width,19"step) 460.00 L2 33 Safety Line 3/8 440.00- 0.6000 0.6000 460.00 L2 44 Sub-Horizontals 441.50- 0.6000 0.6000 458.00 L2 45 Sub-Horizontals 441.50- 0.6000 0.6000 458.00 L2 46 Sub-Horizontals 441.50- 0.6000 0.6000 458.00 L2 52 Leg Sleeves 440.00- 0.6000 0.6000 460.00 L2 53 Leg Sleeves 440.00- 0.6000 0.6000 460.00 L2 54 Leg Sleeves 440.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 25 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX:(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice 460.00 L2 55 Clamp-On Diagonals 441.50- 0.6000 0.6000 455.33 L2 56 Clamp-On Diagonals 441.50- 0.6000 0.6000 455.33 L2 57 Clamp-On Diagonals 441.50- 0.6000 0.6000 455.33 L3 7 5/8"dia.coax 420.00- 0.6000 0.6000 440.00 L3 10 LDF5-50A(7/8 FOAM) 420.00- 0.6000 0.6000 440.00 L3 31 Ladder Rung-SR 5/8"(24" 420.00- 0.6000 0.6000 width,19"step) 440.00 L3 33 Safety Line 3/8 420.00- 0.6000 0.6000 440.00 L3 47 Sub-Horizontals 421.50- 0.6000 0.6000 438.00 L3 48 Sub-Horizontals 421.50- 0.6000 0.6000 438.00 L3 49 Leg Sleeves 420.00- 0.6000 0.6000 440.00 L3 50 Leg Sleeves 420.00- 0.6000 0.6000 440.00 L3 51 Leg Sleeves 420.00- 0.6000 0.6000 440.00 L4 2 LDF5-50A(7/8 FOAM) 400.00- 0.6000 0.6000 414.50 L4 4 LDF7-50A(1-5/8 FOAM) 400.00- 0.6000 0.6000 410.17 L4 7 5/8"dia.coax 400.00- 0.6000 0.6000 420.00 L4 10 LDF5-50A(7/8 FOAM) 400.00- 0.6000 0.6000 420.00 L4 31 Ladder Rung-SR 5/8"(24" 400.00- 0.6000 0.6000 width,19"step) 420.00 L4 33 Safety Line 3/8 400.00- 0.6000 0.6000 420.00 T1 1 Waveguide#1-3 398.63- 0.2468 0.2468 400.00 T1 2 LDF5-50A(7/8 FOAM) 398.63- 0.2468 0.2468 400.00 T1 4 LDF7-50A(1-5/8 FOAM) 398.63- 0.2468 0.2468 400.00 T1 7 5/8"dia.coax 398.63- 0.2468 0.2468 400.00 T1 9 Waveguide#1-3 398.63- 0.2468 0.2468 400.00 T1 10 LDF5-50A(7/8 FOAM) 398.63- 0.2468 0.2468 400.00 T1 18 Waveguide#1-3 398.63- 0.2468 0.2468 400.00 Tl 32 Ladder Rung-SR 3/4"(45" 398.63- 0.2468 0.2468 width,28"step) 400.00 Tl 33 Safety Line 3/8 398.63- 0.2468 0.2468 400.00 T2 1 Waveguide#1-3 397.25- 0.6000 0.6000 398.63 T2 2 LDF5-50A(7/8 FOAM) 397.25- 0.6000 0.6000 398.63 T2 4 LDF7-50A(1-5/8 FOAM) 397.25- 0.6000 0.6000 398.63 T2 7 5/8"dia.coax 397.25- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 26 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko Kq Section Record No. Segment Elev. No Ice Ice 398.63 T2 9 Waveguide#1-3 397.25- 0.6000 0.6000 398.63 T2 10 LDF5-50A(7/8 FOAM) 397.25- 0.6000 0.6000 398.63 T2 18 Waveguide#1-3 397.25- 0.6000 0.6000 398.63 T2 32 Ladder Rung-SR 3/4"(45" 397.25- 0.6000 0.6000 width,28"step) 398.63 T2 33 Safety Line 3/8 397.25- 0.6000 0.6000 398.63 T3 1 Waveguide#1-3 395.88- 0.6000 0.6000 397.25 T3 2 LDF5-50A(7/8 FOAM) 395.88- 0.6000 0.6000 397.25 T3 4 LDF7-50A(1-5/8 FOAM) 395.88- 0.6000 0.6000 397.25 T3 7 5/8"dia.coax 395.88- 0.6000 0.6000 397.25 T3 9 Waveguide#1-3 395.88- 0.6000 0.6000 397.25 T3 10 LDF5-50A(7/8 FOAM) 395.88- 0.6000 0.6000 397.25 T3 18 Waveguide#1-3 395.88- 0.6000 0.6000 397.25 T3 32 Ladder Rung-SR 3/4"(45" 395.88- 0.6000 0.6000 width,28"step) 397.25 T3 33 Safety Line 3/8 395.88- 0.6000 0.6000 397.25 T4 1 Waveguide#1-3 394.25- 0.6000 0.6000 395.88 T4 2 LDF5-50A(7/8 FOAM) 394.25- 0.6000 0.6000 395.88 T4 4 LDF7-50A(1-5/8 FOAM) 394.25- 0.6000 0.6000 395.88 T4 7 5/8"dia.coax 394.25- 0.6000 0.6000 395.88 T4 9 Waveguide#1-3 394.25- 0.6000 0.6000 395.88 T4 10 LDF5-50A(7/8 FOAM) 394.25- 0.6000 0.6000 395.88 T4 18 Waveguide#1-3 394.25- 0.6000 0.6000 395.88 T4 32 Ladder Rung-SR 3/4"(45" 394.25- 0.6000 0.6000 width,28"step) 395.88 T4 33 Safety Line 3/8 394.25- 0.6000 0.6000 395.88 T5 1 Waveguide#1-3 389.58- 0.6000 0.6000 394.25 T5 2 LDF5-50A(7/8 FOAM) 389.58- 0.6000 0.6000 394.25 T5 4 LDF7-50A(1-5/8 FOAM) 389.58- 0.6000 0.6000 394.25 T5 7 5/8"dia.coax 389.58- 0.6000 0.6000 394.25 T5 9 Waveguide#1-3 389.58- 0.6000 0.6000 394.25 T5 10 LDF5-50A(7/8 FOAM) 389.58- 0.6000 0.6000 394.25 T5 18 Waveguide#1-3 389.58- 0.6000 0.6000 394.25 T5 32 Ladder Rung-SR 3/4"(45" 389.58- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 27 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line K" K" Section Record No. Segment Elev. No Ice Ice width,28"step) 394.25 T5 33 Safety Line 3/8 389.58- 0.6000 0.6000 394.25 T6 1 Waveguide#1-3 380.00- 0.6000 0.6000 389.58 T6 2 LDF5-50A(7/8 FOAM) 380.00- 0.6000 0.6000 389.58 T6 4 LDF7-50A(1-5/8 FOAM) 380.00- 0.6000 0.6000 389.58 T6 7 5/8"dia.coax 380.00- 0.6000 0.6000 389.58 T6 9 Waveguide#1-3 380.00- 0.6000 0.6000 389.58 T6 10 LDF5-50A(7/8 FOAM) 380.00- 0.6000 0.6000 389.58 T6 18 Waveguide#1-3 380.00- 0.6000 0.6000 389.58 T6 32 Ladder Rung-SR 3/4"(45" 380.00- 0.6000 0.6000 width,28"step) 389.58 T6 33 Safety Line 3/8 380.00- 0.6000 0.6000 389.58 T7 1 Waveguide#1-3 360.00- 0.6000 0.6000 380.00 T7 2 LDF5-50A(7/8 FOAM) 360.00- 0.6000 0.6000 380.00 T7 4 LDF7-50A(1-5/8 FOAM) 360.00- 0.6000 0.6000 380.00 T7 7 5/8"dia.coax 360.00- 0.6000 0.6000 380.00 T7 9 Waveguide#1-3 360.00- 0.6000 0.6000 380.00 T7 10 LDF5-50A(7/8 FOAM) 373.00- 0.6000 0.6000 380.00 T7 1 1 LDF5-50A(7/8 FOAM) 370.50- 0.6000 0.6000 373.00 T7 12 LDF5-50A(7/8 FOAM) 360.00- 0.6000 0.6000 370.50 T7 18 Waveguide#1-3 360.00- 0.6000 0.6000 380.00 T7 32 Ladder Rung-SR 3/4"(45" 360.00- 0.6000 0.6000 width,28"step) 380.00 T7 33 Safety Line 3/8 360.00- 0.6000 0.6000 380.00 T8 1 Waveguide#1-3 340.00- 0.6000 0.6000 360.00 T8 2 LDF5-50A(7/8 FOAM) 340.00- 0.6000 0.6000 360.00 T8 4 LDF7-50A(1-5/8 FOAM) 340.00- 0.6000 0.6000 360.00 T8 7 5/8"dia.coax 340.00- 0.6000 0.6000 360.00 T8 9 Waveguide#1-3 340.00- 0.6000 0.6000 360.00 T8 12 LDF5-50A(7/8 FOAM) 350.00- 0.6000 0.6000 360.00 T8 13 LDF5-50A(7/8 FOAM) 340.00- 0.6000 0.6000 350.00 T8 18 Waveguide#1-3 340.00- 0.6000 0.6000 360.00 T8 32 Ladder Rung-SR 3/4"(45" 340.00- 0.6000 0.6000 width,28"step) 360.00 T8 33 Safety Line 3/8 340.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 28 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line K" K" Section Record No. Segment Elev. No Ice Ice 360.00 T9 1 Waveguide#1-3 320.00- 0.6000 0.6000 340.00 T9 2 LDF5-50A(7/8 FOAM) 320.00- 0.6000 0.6000 340.00 T9 4 LDF7-50A(1-5/8 FOAM) 320.00- 0.6000 0.6000 340.00 T9 7 5/8"dia.coax 320.00- 0.6000 0.6000 340.00 T9 9 Waveguide#1-3 320.00- 0.6000 0.6000 340.00 T9 13 LDF5-50A(7/8 FOAM) 320.00- 0.6000 0.6000 340.00 T9 18 Waveguide#1-3 320.00- 0.6000 0.6000 340.00 T9 32 Ladder Rung-SR 3/4"(45" 320.00- 0.6000 0.6000 width,28"step) 340.00 T9 33 Safety Line 3/8 320.00- 0.6000 0.6000 340.00 T10 1 Waveguide#1-3 300.00- 0.6000 0.6000 320.00 T10 2 LDF5-50A(7/8 FOAM) 300.00- 0.6000 0.6000 320.00 T10 4 LDF7-50A(1-5/8 FOAM) 300.00- 0.6000 0.6000 320.00 T10 7 5/8"dia.coax 300.00- 0.6000 0.6000 320.00 T10 9 Waveguide#1-3 300.00- 0.6000 0.6000 320.00 T10 13 LDF5-50A(7/8 FOAM) 300.00- 0.6000 0.6000 320.00 T10 18 Waveguide#1-3 300.00- 0.6000 0.6000 320.00 T10 23 LDF7-50A(1-5/8 FOAM) 300.00- 0.6000 0.6000 317.00 T10 32 Ladder Rung-SR 3/4"(45" 300.00- 0.6000 0.6000 width,28"step) 320.00 T10 33 Safety Line 3/8 300.00- 0.6000 0.6000 320.00 T11 1 Waveguide#1-3 280.00- 0.6000 0.6000 300.00 T11 2 LDF5-50A(7/8 FOAM) 280.00- 0.6000 0.6000 300.00 T11 4 LDF7-50A(1-5/8 FOAM) 280.00- 0.6000 0.6000 300.00 T11 7 5/8"dia.coax 280.00- 0.6000 0.6000 300.00 T11 9 Waveguide#1-3 280.00- 0.6000 0.6000 300.00 T11 13 LDF5-50A(7/8 FOAM) 280.00- 0.6000 0.6000 300.00 T11 18 Waveguide#1-3 280.00- 0.6000 0.6000 300.00 T11 23 LDF7-50A(1-5/8 FOAM) 280.00- 0.6000 0.6000 300.00 T11 32 Ladder Rung-SR 3/4"(45" 280.00- 0.6000 0.6000 width,28"step) 300.00 T11 33 Safety Line 3/8 280.00- 0.6000 0.6000 300.00 T12 1 Waveguide#1-3 260.00- 0.6000 0.6000 280.00 T12 2 LDF5-50A(7/8 FOAM) 260.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 29 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice 280.00 T12 4 LDF7-50A(1-5/8 FOAM) 260.00- 0.6000 0.6000 280.00 T12 7 5/8"dia.coax 260.00- 0.6000 0.6000 280.00 T12 9 Waveguide#1-3 260.00- 0.6000 0.6000 280.00 T12 13 LDF5-50A(7/8 FOAM) 260.00- 0.6000 0.6000 280.00 T12 18 Waveguide#1-3 260.00- 0.6000 0.6000 280.00 T12 23 LDF7-50A(1-5/8 FOAM) 260.00- 0.6000 0.6000 280.00 T12 32 Ladder Rung-SR 3/4"(45" 260.00- 0.6000 0.6000 width,28"step) 280.00 T12 33 Safety Line 3/8 260.00- 0.6000 0.6000 280.00 T13 I Waveguide#1-3 240.00- 0.6000 0.6000 260.00 T13 2 LDF5-50A(7/8 FOAM) 240.00- 0.6000 0.6000 260.00 T13 4 LDF7-50A(1-5/8 FOAM) 240.00- 0.6000 0.6000 260.00 T13 7 5/8"dia.coax 249.50- 0.6000 0.6000 260.00 T13 8 5/8"dia.coax 240.00- 0.6000 0.6000 249.50 T13 9 Waveguide#1-3 240.00- 0.6000 0.6000 260.00 T13 13 LDF5-50A(7/8 FOAM) 240.00- 0.6000 0.6000 260.00 T13 18 Waveguide#1-3 240.00- 0.6000 0.6000 260.00 T13 23 LDF7-50A(1-5/8 FOAM) 240.00- 0.6000 0.6000 260.00 T13 32 Ladder Rung-SR 3/4"(45" 240.00- 0.6000 0.6000 width,28"step) 260.00 T13 33 Safety Line 3/8 240.00- 0.6000 0.6000 260.00 T14 1 Waveguide#1-3 220.00- 0.6000 0.6000 240.00 T14 2 LDF5-50A(7/8 FOAM) 220.00- 0.6000 0.6000 240.00 T14 4 LDF7-50A(1-5/8 FOAM) 220.00- 0.6000 0.6000 240.00 T14 8 5/8"dia.coax 220.00- 0.6000 0.6000 240.00 T14 9 Waveguide#1-3 220.00- 0.6000 0.6000 240.00 T14 13 LDF5-50A(7/8 FOAM) 220.00- 0.6000 0.6000 240.00 T14 18 Waveguide#1-3 220.00- 0.6000 0.6000 240.00 T14 19 LDF7-50A(1-5/8 FOAM) 220.00- 0.6000 0.6000 226.00 T14 23 LDF7-50A(1-5/8 FOAM) 220.00- 0.6000 0.6000 240.00 T14 27 Waveguide#5 220.00- 0.6000 0.6000 230.00 T14 29 MLCH 12/24 LOW 220.00- 0.6000 0.6000 INDUCTION(2) 226.00 T14 32 Ladder Rung-SR 3/4"(45" 220.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 30 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice width,28"step) 240.00 T14 33 Safety Line 3/8 220.00- 0.6000 0.6000 240.00 T14 64 Sub-Horizontals 220.00- 0.6000 0.6000 240.00 T14 65 Sub-Horizontals 220.00- 0.6000 0.6000 240.00 T14 66 Sub-Horizontals 220.00- 0.6000 0.6000 240.00 T15 1 Waveguide#1-3 200.00- 0.6000 0.6000 220.00 T15 2 LDF5-50A(7/8 FOAM) 200.00- 0.6000 0.6000 220.00 T15 4 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.6000 220.00 T15 8 5/8"dia.coax 200.00- 0.6000 0.6000 220.00 T15 9 Waveguide#1-3 200.00- 0.6000 0.6000 220.00 T15 13 LDF5-50A(7/8 FOAM) 200.00- 0.6000 0.6000 220.00 T15 18 Waveguide#1-3 200.00- 0.6000 0.6000 220.00 T15 19 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.6000 220.00 T15 22 1-1/2"feedline 200.00- 0.6000 0.6000 208.00 T15 23 LDF7-50A(1-5/8 FOAM) 206.50- 0.6000 0.6000 220.00 T15 24 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.6000 206.50 T15 27 Waveguide#5 200.00- 0.6000 0.6000 220.00 T15 29 MLCH 12/24 LOW 200.00- 0.6000 0.6000 INDUCTION(2) 220.00 T15 32 Ladder Rung-SR 3/4"(45" 200.00- 0.6000 0.6000 width,28"step) 220.00 T15 33 Safety Line 3/8 200.00- 0.6000 0.6000 220.00 T16 1 Waveguide#1-3 189.67- 0.6000 0.6000 200.00 T16 2 LDF5-50A(7/8 FOAM) 189.67- 0.6000 0.6000 200.00 T16 4 LDF7-50A(1-5/8 FOAM) 189.67- 0.6000 0.6000 200.00 T16 8 5/8"dia.coax 189.67- 0.6000 0.6000 200.00 T16 9 Waveguide#1-3 189.67- 0.6000 0.6000 200.00 T16 13 LDF5-50A(7/8 FOAM) 189.67- 0.6000 0.6000 200.00 T16 18 Waveguide#1-3 189.67- 0.6000 0.6000 200.00 T16 19 LDF7-50A(1-5/8 FOAM) 189.67- 0.6000 0.6000 200.00 T16 22 1-1/2"feedline 189.67- 0.6000 0.6000 200.00 T16 24 LDF7-50A(1-5/8 FOAM) 189.67- 0.6000 0.6000 200.00 T16 27 Waveguide#5 189.67- 0.6000 0.6000 200.00 T16 29 MLCH 12/24 LOW 189.67- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 31 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice INDUCTION(2) 200.00 T16 32 Ladder Rung-SR 3/4"(45" 189.67- 0.6000 0.6000 width,28"step) 200.00 T16 33 Safety Line 3/8 189.67- 0.6000 0.6000 200.00 T16 35 Waveguide Rung#6 189.67- 0.6000 0.6000 190.00 T16 37 Waveguide#6 189.67- 0.6000 0.6000 190.00 T16 38 LDF7-50A(1-5/8 FOAM) 189.67- 0.6000 0.6000 195.00 T16 41 3/8"Coax 189.67- 0.6000 0.6000 195.00 T16 42 7/8"Coax 189.67- 0.6000 0.6000 195.00 T16 61 Sub-Horizontals 189.67- 0.6000 0.6000 200.00 T16 62 Sub-Horizontals 189.67- 0.6000 0.6000 200.00 T16 63 Sub-Horizontals 189.67- 0.6000 0.6000 200.00 T17 1 Waveguide#1-3 182.67- 0.6000 0.6000 189.67 T17 2 LDF5-50A(7/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 4 LDF7-50A(1-5/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 8 5/8"dia.coax 182.67- 0.6000 0.6000 189.67 T17 9 Waveguide#1-3 182.67- 0.6000 0.6000 189.67 T17 13 LDF5-50A(7/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 18 Waveguide#1-3 182.67- 0.6000 0.6000 189.67 T17 19 LDF7-50A(1-5/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 22 1-1/2"feedline 182.67- 0.6000 0.6000 189.67 T17 24 LDF7-50A(1-5/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 27 Waveguide#5 182.67- 0.6000 0.6000 189.67 T17 29 MLCH 12/24 LOW 182.67- 0.6000 0.6000 INDUCTION(2) 189.67 T17 32 Ladder Rung-SR 3/4"(45" 182.67- 0.6000 0.6000 width,28"step) 189.67 T17 33 Safety Line 3/8 182.67- 0.6000 0.6000 189.67 T17 35 Waveguide Rung#6 182.67- 0.6000 0.6000 189.67 T17 37 Waveguide#6 182.67- 0.6000 0.6000 189.67 T17 38 LDF7-50A(1-5/8 FOAM) 182.67- 0.6000 0.6000 189.67 T17 41 3/8"Coax 182.67- 0.6000 0.6000 189.67 T17 42 7/8"Coax 182.67- 0.6000 0.6000 189.67 T17 61 Sub-Horizontals 182.67- 0.6000 0.6000 189.67 T17 62 Sub-Horizontals 182.67- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 32 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice 189.67 T17 63 Sub-Horizontals 182.67- 0.6000 0.6000 189.67 T18 1 Waveguide#1-3 180.00- 0.6000 0.6000 182.67 T18 2 LDF5-50A(7/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 4 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 8 5/8"dia.coax 180.00- 0.6000 0.6000 182.67 T18 9 Waveguide#1-3 180.00- 0.6000 0.6000 182.67 T18 13 LDF5-50A(7/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 18 Waveguide#1-3 180.00- 0.6000 0.6000 182.67 T18 19 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 22 1-1/2"feedline 180.00- 0.6000 0.6000 182.67 T18 24 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 27 Waveguide#5 180.00- 0.6000 0.6000 182.67 T18 29 MLCH 12/24 LOW 180.00- 0.6000 0.6000 INDUCTION(2) 182.67 T18 32 Ladder Rung-SR 3/4"(45" 180.00- 0.6000 0.6000 width,28"step) 182.67 T18 33 Safety Line 3/8 180.00- 0.6000 0.6000 182.67 T18 35 Waveguide Rung#6 180.00- 0.6000 0.6000 182.67 T18 37 Waveguide#6 180.00- 0.6000 0.6000 182.67 T18 38 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.6000 182.67 T18 41 3/8"Coax 180.00- 0.6000 0.6000 182.67 T18 42 7/8"Coax 180.00- 0.6000 0.6000 182.67 T18 61 Sub-Horizontals 180.00- 0.6000 0.6000 182.67 T18 62 Sub-Horizontals 180.00- 0.6000 0.6000 182.67 T18 63 Sub-Horizontals 180.00- 0.6000 0.6000 182.67 T19 I Waveguide#1-3 160.00- 0.6000 0.6000 180.00 T19 2 LDF5-50A(7/8 FOAM) 160.00- 0.6000 0.6000 180.00 T19 3 1-1/8"Dia.coax 160.00- 0.6000 0.6000 174.50 T19 4 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.6000 180.00 T19 5 0.7"Fiber 160.00- 0.6000 0.6000 174.50 T19 8 5/8"dia.coax 160.00- 0.6000 0.6000 180.00 T19 9 Waveguide#1-3 160.00- 0.6000 0.6000 180.00 T19 13 LDF5-50A(7/8 FOAM) 160.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 33 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice 180.00 T19 18 Waveguide#1-3 160.00- 0.6000 0.6000 180.00 T19 19 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.6000 180.00 T19 22 1-1/2"feedline 160.00- 0.6000 0.6000 180.00 T19 24 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.6000 180.00 T19 27 Waveguide#5 160.00- 0.6000 0.6000 180.00 T19 29 MLCH 12/24 LOW 160.00- 0.6000 0.6000 INDUCTION(2) 180.00 T19 32 Ladder Rung-SR 3/4"(45" 160.00- 0.6000 0.6000 width,28"step) 180.00 T19 33 Safety Line 3/8 160.00- 0.6000 0.6000 180.00 T19 35 Waveguide Rung#6 160.00- 0.6000 0.6000 180.00 T19 37 Waveguide#6 160.00- 0.6000 0.6000 180.00 T19 38 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.6000 180.00 T19 41 3/8"Coax 160.00- 0.6000 0.6000 180.00 T19 42 7/8"Coax 160.00- 0.6000 0.6000 180.00 T19 58 Sub-Horizontals 160.00- 0.6000 0.6000 180.00 T19 59 Sub-Horizontals 160.00- 0.6000 0.6000 180.00 T19 60 Sub-Horizontals 160.00- 0.6000 0.6000 180.00 T20 I Waveguide#1-3 140.00- 0.6000 0.6000 160.00 T20 2 LDF5-50A(7/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 3 1-1/8"Dia.coax 140.00- 0.6000 0.6000 160.00 T20 4 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 5 0.7"Fiber 140.00- 0.6000 0.6000 160.00 T20 8 5/8"dia.coax 140.00- 0.6000 0.6000 160.00 T20 9 Waveguide#1-3 140.00- 0.6000 0.6000 160.00 T20 13 LDF5-50A(7/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 18 Waveguide#1-3 140.00- 0.6000 0.6000 160.00 T20 19 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 22 1-1/2"feedline 140.00- 0.6000 0.6000 160.00 T20 24 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 27 Waveguide#5 140.00- 0.6000 0.6000 160.00 T20 29 MLCH 12/24 LOW 140.00- 0.6000 0.6000 INDUCTION(2) 160.00 T20 32 Ladder Rung-SR 3/4"(45" 140.00- 0.60, 0.6000 tnxTower Job Page 118223 - Spain Tower 34 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice width,28"step) 160.00 T20 33 Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T20 35 Waveguide Rung#6 140.00- 0.6000 0.6000 160.00 T20 37 Waveguide#6 140.00- 0.6000 0.6000 160.00 T20 38 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T20 41 3/8"Coax 140.00- 0.6000 0.6000 160.00 T20 42 7/8"Coax 140.00- 0.6000 0.6000 160.00 T21 I Waveguide#1-3 120.00- 0.6000 0.6000 140.00 T21 2 LDF5-50A(7/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 3 1-1/8"Dia.coax 120.00- 0.6000 0.6000 140.00 T21 4 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 5 0.7"Fiber 120.00- 0.6000 0.6000 140.00 T21 8 518"dia.coax 120.00- 0.6000 0.6000 140.00 T21 9 Waveguide#1-3 120.00- 0.6000 0.6000 140.00 T21 13 LDF5-50A(7/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 18 Waveguide#1-3 120.00- 0.6000 0.6000 140.00 T21 19 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 22 1-1/2"feedline 120.00- 0.6000 0.6000 140.00 T21 24 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 27 Waveguide#5 120.00- 0.6000 0.6000 140.00 T21 29 MLCH 12/24 LOW 120.00- 0.6000 0.6000 INDUCTION(2) 140.00 T21 32 Ladder Rung-SR 3/4"(45" 120.00- 0.6000 0.6000 width,28"step) 140.00 T21 33 Safety Line 3/8 120.00- 0.6000 0.6000 140.00 T21 35 Waveguide Rung#6 120.00- 0.6000 0.6000 140.00 T21 37 Waveguide#6 120.00- 0.6000 0.6000 140.00 T21 38 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T21 41 3/8"Coax 120.00- 0.6000 0.6000 140.00 T21 42 7/8"Coax 120.00- 0.6000 0.6000 140.00 T22 I Waveguide#1-3 100.00- 0.6000 0.6000 120.00 T22 2 LDF5-50A(7/8 FOAM) 100.00- 0.6000 0.6000 120.00 T22 3 1-1/8"Dia.coax 100.00- 0.6000 0.6000 120.00 T22 4 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 35 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ko K" Section Record No. Segment Elev. No Ice Ice 120.00 T22 5 0.7"Fiber 100.00- 0.6000 0.6000 120.00 T22 8 5/8"dia.coax 100.00- 0.6000 0.6000 120.00 T22 9 Waveguide#1-3 100.00- 0.6000 0.6000 120.00 T22 13 LDF5-50A(7/8 FOAM) 100.00- 0.6000 0.6000 120.00 T22 16 LDF4P-50A(1/2 FOAM) 100.00- 0.6000 0.6000 104.50 T22 18 Waveguide#1-3 100.00- 0.6000 0.6000 120.00 T22 19 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 T22 22 1-1/2"feedline 100.00- 0.6000 0.6000 120.00 T22 24 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 T22 27 Waveguide#5 100.00- 0.6000 0.6000 120.00 T22 29 MLCH 12/24 LOW 100.00- 0.6000 0.6000 INDUCTION(2) 120.00 T22 32 Ladder Rung-SR 3/4"(45" 100.00- 0.6000 0.6000 width,28"step) 120.00 T22 33 Safety Line 3/8 100.00- 0.6000 0.6000 120.00 T22 35 Waveguide Rung#6 100.00- 0.6000 0.6000 120.00 T22 37 Waveguide#6 100.00- 0.6000 0.6000 120.00 T22 38 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 T22 41 3/8"Coax 100.00- 0.6000 0.6000 120.00 T22 42 7/8"Coax 100.00- 0.6000 0.6000 120.00 T23 1 Waveguide#1-3 80.00-100.00 0.6000 0.6000 T23 2 LDF5-50A(7/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 3 1-1/8"Dia.coax 80.00-100.00 0.6000 0.6000 T23 4 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 5 0.7"Fiber 80.00-100.00 0.6000 0.6000 T23 8 5/8"dia.coax 80.00-100.00 0.6000 0.6000 T23 9 Waveguide#1-3 80.00-100.00 0.6000 0.6000 T23 13 LDF5-50A(7/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 16 LDF4P-50A(1/2 FOAM) 80.00-100.00 0.6000 0.6000 T23 18 Waveguide#1-3 80.00-100.00 0.6000 0.6000 T23 19 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 22 1-1/2"feedline 80.00-100.00 0.6000 0.6000 T23 24 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 27 Waveguide#5 80.00-100.00 0.6000 0.6000 T23 29 MLCH 12/24 LOW 80.00-100.00 0.6000 0.6000 INDUCTION(2) T23 32 Ladder Rung-SR 3/4"(45" 80.00-100.00 0.6000 0.6000 width,28"step) T23 33 Safety Line 3/8 80.00-100.00 0.6000 0.6000 T23 35 Waveguide Rung#6 80.00-100.00 0.6000 0.6000 T23 37 Waveguide#6 80.00-100.00 0.6000 0.6000 T23 38 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T23 41 3/8"Coax 80.00-100.00 0.6000 0.6000 T23 42 7/8"Coax 80.00-100.00 0.6000 0.6000 T24 1 Waveguide#1-3 60.00-80.00 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 36 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line K" K" Section Record No. Segment Elev. No Ice Ice T24 2 LDF5-50A(7/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 3 1-1/8"Dia.coax 60.00-80.00 0.6000 0.6000 T24 4 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 5 0.7"Fiber 60.00-80.00 0.6000 0.6000 T24 8 5/8"dia.coax 60.00-80.00 0.6000 0.6000 T24 9 Waveguide#1-3 60.00-80.00 0.6000 0.6000 T24 13 LDF5-50A(7/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 14 1/4 Coax 60.00-70.00 0.6000 0.6000 T24 16 LDF4P-50A(1/2 FOAM) 60.00-80.00 0.6000 0.6000 T24 18 Waveguide#1-3 60.00-80.00 0.6000 0.6000 T24 19 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 22 1-1/2"feedline 60.00-80.00 0.6000 0.6000 T24 24 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 27 Waveguide#5 60.00-80.00 0.6000 0.6000 T24 29 MLCH 12/24 LOW 60.00-80.00 0.6000 0.6000 INDUCTION(2) T24 32 Ladder Rung-SR 3/4"(45" 60.00-80.00 0.6000 0.6000 width,28"step) T24 33 Safety Line 3/8 60.00-80.00 0.6000 0.6000 T24 35 Waveguide Rung#6 60.00-80.00 0.6000 0.6000 T24 37 Waveguide#6 60.00-80.00 0.6000 0.6000 T24 38 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T24 41 3/8"Coax 60.00-80.00 0.6000 0.6000 T24 42 7/8"Coax 60.00-80.00 0.6000 0.6000 T25 1 Waveguide#1-3 40.00-60.00 0.6000 0.6000 T25 2 LDF5-50A(7/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 3 1-1/8"Dia.coax 40.00-60.00 0.6000 0.6000 T25 4 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 5 0.7"Fiber 40.00-60.00 0.6000 0.6000 T25 8 5/8"dia.coax 40.00-60.00 0.6000 0.6000 T25 9 Waveguide#1-3 40.00-60.00 0.6000 0.6000 T25 13 LDF5-50A(7/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 14 1/4 Coax 40.00-60.00 0.6000 0.6000 T25 16 LDF4P-50A(1/2 FOAM) 40.00-60.00 0.6000 0.6000 T25 18 Waveguide#1-3 40.00-60.00 0.6000 0.6000 T25 19 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 22 1-1/2"feedline 40.00-60.00 0.6000 0.6000 T25 24 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 27 Waveguide#5 40.00-60.00 0.6000 0.6000 T25 29 MLCH 12/24 LOW 40.00-60.00 0.6000 0.6000 INDUCTION(2) T25 32 Ladder Rung-SR 3/4"(45" 40.00-60.00 0.6000 0.6000 width,28"step) T25 33 Safety Line 3/8 40.00-60.00 0.6000 0.6000 T25 35 Waveguide Rung#6 40.00-60.00 0.6000 0.6000 T25 37 Waveguide#6 40.00-60.00 0.6000 0.6000 T25 38 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T25 41 3/8"Coax 40.00-60.00 0.6000 0.6000 T25 42 7/8"Coax 40.00-60.00 0.6000 0.6000 T26 1 Waveguide#1-3 20.00-40.00 0.6000 0.6000 T26 2 LDF5-50A(7/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 3 1-1/8"Dia.coax 20.00-40.00 0.6000 0.6000 T26 4 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 5 0.7"Fiber 20.00-40.00 0.6000 0.6000 T26 8 5/8"dia.coax 20.00-40.00 0.6000 0.6000 T26 9 Waveguide#1-3 20.00-40.00 0.6000 0.6000 T26 13 LDF5-50A(7/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 14 1/4 Coax 20.00-40.00 0.6000 0.6000 T26 16 LDF4P-50A(1/2 FOAM) 20.00-40.00 0.6000 0.6000 T26 18 Waveguide#1-3 20.00-40.00 0.6000 0.6000 T26 19 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 22 1-1/2"feedline 20.00-40.00 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 37 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Tower Feed Line Description Feed Line Ka Kq Section Record No. Segment Elev. No Ice Ice T26 24 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 27 Waveguide#5 20.00-40.00 0.6000 0.6000 T26 29 MLCH 12/24 LOW 20.00-40.00 0.6000 0.6000 INDUCTION(2) T26 32 Ladder Rung-SR 3/4"(45" 20.00-40.00 0.6000 0.6000 width,28"step) T26 33 Safety Line 3/8 20.00-40.00 0.6000 0.6000 T26 35 Waveguide Rung#6 20.00-40.00 0.6000 0.6000 T26 37 Waveguide#6 20.00-40.00 0.6000 0.6000 T26 38 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T26 41 3/8"Coax 20.00-40.00 0.6000 0.6000 T26 42 7/8"Coax 20.00-40.00 0.6000 0.6000 T27 1 Waveguide#1-3 9.67-20.00 0.6000 0.6000 T27 2 LDF5-50A(7/8 FOAM) 9.67-20.00 0.6000 0.6000 T27 3 1-1/8"Dia.coax 9.67-20.00 0.6000 0.6000 T27 4 LDF7-50A(1-5/8 FOAM) 9.67-20.00 0.6000 0.6000 T27 5 0.7"Fiber 9.67-20.00 0.6000 0.6000 T27 8 5/8"dia.coax 9.67-20.00 0.6000 0.6000 T27 9 Waveguide#1-3 9.67-20.00 0.6000 0.6000 T27 13 LDF5-50A(7/8 FOAM) 9.67-20.00 0.6000 0.6000 T27 14 1/4 Coax 9.67-20.00 0.6000 0.6000 T27 16 LDF4P-50A(1/2 FOAM) 9.67-20.00 0.6000 0.6000 T27 18 Waveguide#1-3 9.67-20.00 0.6000 0.6000 T27 19 LDF7-50A(1-5/8 FOAM) 9.67-20.00 0.6000 0.6000 T27 21 Waveguide#4 9.67-18.00 0.6000 0.6000 T27 22 1-1/2"feedline 9.67-20.00 0.6000 0.6000 T27 24 LDF7-50A(1-5/8 FOAM) 9.67-20.00 0.6000 0.6000 T27 27 Waveguide#5 13.00-20.00 0.6000 0.6000 T27 29 MLCH 12/24 LOW 9.67-20.00 0.6000 0.6000 INDUCTION(2) T27 32 Ladder Rung-SR 3/4"(45" 9.67-20.00 0.6000 0.6000 width,28"step) T27 33 Safety Line 3/8 9.67-20.00 0.6000 0.6000 T27 35 Waveguide Rung#6 14.00-20.00 0.6000 0.6000 T27 37 Waveguide#6 14.00-20.00 0.6000 0.6000 T27 38 LDF7-50A(1-5/8 FOAM) 12.00-20.00 0.6000 0.6000 T27 41 3/8"Coax 12.00-20.00 0.6000 0.6000 T27 42 7/8"Coax 9.67-20.00 0.6000 0.6000 T28 1 Waveguide#1-3 5.00-9.67 0.6000 0.6000 T28 2 LDF5-50A(7/8 FOAM) 9.00-9.67 0.6000 0.6000 T28 3 1-1/8"Dia.coax 9.00-9.67 0.6000 0.6000 T28 4 LDF7-50A(1-5/8 FOAM) 9.00-9.67 0.6000 0.6000 T28 5 0.7"Fiber 9.00-9.67 0.6000 0.6000 T28 8 5/8"dia.coax 9.00-9.67 0.6000 0.6000 T28 9 Waveguide#1-3 5.00-9.67 0.6000 0.6000 T28 13 LDF5-50A(7/8 FOAM) 9.00-9.67 0.6000 0.6000 T28 14 1/4 Coax 9.00-9.67 0.6000 0.6000 T28 16 LDF4P-50A(1/2 FOAM) 9.00-9.67 0.6000 0.6000 T28 18 Waveguide#1-3 5.00-9.67 0.6000 0.6000 T28 19 LDF7-50A(1-5/8 FOAM) 4.67-9.67 0.6000 0.6000 T28 21 Waveguide#4 9.00-9.67 0.6000 0.6000 T28 22 1-1/2"feedline 9.00-9.67 0.6000 0.6000 T28 24 LDF7-50A(1-5/8 FOAM) 9.00-9.67 0.6000 0.6000 T28 29 MLCH 12/24 LOW 9.00-9.67 0.6000 0.6000 INDUCTION(2) T28 32 Ladder Rung-SR 3/4"(45" 5.00-9.67 0.6000 0.6000 width,28"step) T28 33 Safety Line 3/8 4.67-9.67 0.6000 0.6000 T28 42 7/8"Coax 9.00-9.67 0.6000 0.6000 T29 19 LDF7-50A(1-5/8 FOAM) 3.00-4.67 0.6000 0.6000 T29 33 Safe Line 3/8 0.00-4.67 0.6000 0.6000 tnxTower Job Page 118223 - Spain Tower 38 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft 1/2"x 8'Lightning Rod C From Leg 0.00 0.0000 480.00 No Ice 0.40 0.40 0.01 0.00 4.00 12"x 24"Beacon C From Leg 0.00 0.0000 480.00 No Ice 1.00 1.00 0.03 0.00 1.00 12"x 24"Beacon C From Leg 0.50 0.0000 240.00 No Ice 1.00 1.00 0.03 0.00 0.00 DB224-A C From Leg 2.00 0.0000 442.00 No Ice 6.20 2.66 0.04 0.00 10.00 Side Arm Mount[SO 301-1] C From Leg 1.00 0.0000 442.00 No Ice 0.46 0.91 0.02 0.00 0.00 8-ft x 4.5"Omni A From Leg 2.00 0.0000 414.50 No Ice 1.81 1.81 0.02 0.00 6.00 Side Arm Mount[SO 301-1] A From Leg 1.00 0.0000 414.50 No Ice 0.46 0.91 0.02 0.00 0.00 3"x 10'Omni B From Leg 5.00 0.0000 410.17 No Ice 2.27 2.27 0.03 0.00 5.00 Side Arm Mount[SO 307-1] B From Leg 2.50 60.0000 410.17 No Ice 0.41 2.66 0.05 0.00 0.00 18-ft 8 element dipole B From Leg 1.67 0.0000 373.00 No Ice 3.60 3.60 0.05 0.00 9.00 Side Arm Mount[SO 301-1] B From Leg 0.83 0.0000 373.00 No Ice 0.46 0.91 0.02 0.00 0.00 20-ft 4 Element Dipole C From Leg 2.00 0.0000 370.50 No Ice 4.59 4.59 0.06 0.00 10.00 Side Arm Mount[SO 301-1] C From Leg 1.00 0.0000 370.50 No Ice 0.46 0.91 0.02 0.00 0.00 10-ft 4-Element Dipole C From Leg 5.00 0.0000 350.00 No Ice 2.00 2.00 0.03 0.00 tnxTower Job Page 118223 - Spain Tower 39 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft 5.00 Side Arm Mount[SO 307-1] C From Leg 2.50 0.0000 350.00 No Ice 0.41 2.66 0.05 0.00 0.00 10-ft 4-Element Dipole A From Leg 5.00 0.0000 350.00 No Ice 2.00 2.00 0.03 0.00 5.00 Side Ann Mount[SO 307-1] A From Leg 2.50 0.0000 350.00 No Ice 0.41 2.66 0.05 0.00 0.00 7.5"x 21.5-ft Omni B From Leg 2.00 0.0000 317.00 No Ice 16.88 16.88 0.15 0.00 11.25 L3x3xl/4 B From Face 0.50 0.0000 339.50 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 C From Face 0.50 0.0000 339.50 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 B From Face 0.50 0.0000 334.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 C From Face 0.50 0.0000 334.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 B From Face 0.50 0.0000 329.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 C From Face 0.50 0.0000 329.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 B From Face 0.50 0.0000 320.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 C From Face 0.50 0.0000 320.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 B From Face 0.50 0.0000 317.00 No Ice 0.73 0.01 0.01 0.00 0.00 L3x3xl/4 C From Face 0.50 0.0000 317.00 No Ice 0.73 0.01 0.01 0.00 0.00 (2)NHH-65B-R2B w/Mount A From Leg 4.00 0.0000 225.25 No Ice 8.79 7.48 0.08 Pipe 0.00 0.75 (2)NHH-65B-R2B w/Mount B From Leg 4.00 0.0000 225.25 No Ice 8.79 7.48 0.08 Pipe 0.00 0.75 (2)NHH-65B-R2B w/Mount C From Leg 4.00 0.0000 225.25 No Ice 8.79 7.48 0.08 Pipe 0.00 0.75 AIR6449 B41 w/Mount Pipe A From Leg 4.00 0.0000 225.25 No Ice 5.89 3.28 0.12 0.00 tnxTower Job Page 118223 - Spain Tower 40 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft 0.75 AIR6449 B41 w/Mount Pipe B From Leg 4.00 0.0000 225.25 No Ice 5.89 3.28 0.12 0.00 0.75 AIR6449 B41 w/Mount Pipe C From Leg 4.00 0.0000 225.25 No Ice 5.89 3.28 0.12 0.00 0.75 AXP 19-60-2 w/Mount Pipe A From Leg 4.00 0.0000 225.25 No Ice 5.09 5.01 0.04 0.00 0.75 AXP 19-60-2 w/Mount Pipe B From Leg 4.00 0.0000 225.25 No Ice 5.09 5.01 0.04 0.00 0.75 AXP 19-60-2 w/Mount Pipe C From Leg 4.00 0.0000 225.25 No Ice 5.09 5.01 0.04 0.00 0.75 RADIO 4449 B 13/135 A From Leg 4.00 0.0000 225.25 No Ice 1.98 1.71 0.07 0.00 0.75 RADIO 4449 B 13/B5 B From Leg 4.00 0.0000 225.25 No Ice 1.98 1.71 0.07 0.00 0.75 RADIO 4449 B 13/B5 C From Leg 4.00 0.0000 225.25 No Ice 1.98 1.71 0.07 0.00 0.75 RADIO 8843 132/1366A A From Leg 4.00 0.0000 225.25 No Ice 1.64 1.38 0.08 0.00 0.75 RADIO 8843 132/1366A B From Leg 4.00 0.0000 225.25 No Ice 1.64 1.38 0.08 0.00 0.75 RADIO 8843 132/1366A C From Leg 4.00 0.0000 225.25 No Ice 1.64 1.38 0.08 0.00 0.75 RHSDC-6627-PF-48 A From Leg 2.00 0.0000 225.25 No Ice 4.06 3.10 0.03 0.00 0.75 RHSDC-6627-PF-48 B From Leg 2.00 0.0000 225.25 No Ice 4.06 3.10 0.03 0.00 0.75 2.4"Dia.x 4-ft A From Leg 2.00 0.0000 225.25 No Ice 0.87 0.87 0.01 0.00 0.75 2.4"Dia.x 4-ft B From Leg 2.00 0.0000 225.25 No Ice 0.87 0.87 0.01 0.00 0.75 2.4"Dia.x 6-ft A From Leg 4.00 0.0000 225.25 No Ice 1.43 1.43 0.02 0.00 0.00 2.4"Dia.x 6-ft B From Leg 4.00 0.0000 225.25 No Ice 1.43 1.43 0.02 0.00 0.00 2.4"Dia.x 6-ft C From Leg 4.00 0.0000 225.25 No Ice 1.43 1.43 0.02 0.00 0.00 2.9"x 10.5'Pipe A From Face 4.00 0.0000 225.25 No Ice 2.54 2.54 0.06 0.00 tnxTower Job Page 118223 - Spain Tower 41 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft 0.00 2.9"x 10.5'Pipe B From Face 4.00 0.0000 225.25 No Ice 2.54 2.54 0.06 0.00 0.00 2.9"x 10.5'Pipe C From Face 4.00 0.0000 225.25 No Ice 2.54 2.54 0.06 0.00 0.00 2.4"Dia.x 10-ft Mount Pipe A From Leg 2.00 0.0000 225.25 No Ice 2.38 2.38 0.04 0.00 0.00 2.4"Dia.x 10-11 Mount Pipe B From Leg 2.00 0.0000 225.25 No Ice 2.38 2.38 0.04 0.00 0.00 2.4"Dia.x 10-11 Mount Pipe C From Leg 2.00 0.0000 225.25 No Ice 2.38 2.38 0.04 0.00 0.00 (4)L2 1/2x2 1/4xl/4 x 8-11 A From Leg 2.00 0.0000 225.25 No Ice 3.33 3.33 0.03 0.00 0.00 (4)L2 1/2x2 1/4xl/4 x 8-ft B From Leg 2.00 0.0000 225.25 No Ice 3.33 3.33 0.03 0.00 0.00 (4)L2 1/2x2 1/4xl/4 x 8-ft C From Leg 2.00 0.0000 225.25 No Ice 3.33 3.33 0.03 0.00 0.00 Sector Mount[SM 301-3] C None 0.0000 225.25 No Ice 29.46 29.46 1.30 (2)48"x 15"x 4"Panel w/ A From Leg 3.00 0.0000 206.50 No Ice 7.47 3.51 0.03 Mount Pipe 0.00 0.00 (2)48"x 15"x 4"Panel w/ B From Leg 3.00 0.0000 206.50 No Ice 7.47 3.51 0.03 Mount Pipe 0.00 0.00 (2)48"x 15"x 4"Panel w/ C From Leg 3.00 0.0000 206.50 No Ice 7.47 3.51 0.03 Mount Pipe 0.00 0.00 66"x 12"x 6"Panel w/ A From Leg 3.00 0.0000 206.50 No Ice 7.82 5.64 0.04 Mount Pipe 0.00 0.00 66"x 12"x 6"Panel w/ B From Leg 3.00 0.0000 206.50 No Ice 7.82 5.64 0.04 Mount Pipe 0.00 0.00 66"x 12"x 6"Panel w/ C From Leg 3.00 0.0000 206.50 No Ice 7.82 5.64 0.04 Mount Pipe 0.00 0.00 (2)ATMAP1412D-1A20 A From Leg 3.00 0.0000 206.50 No Ice 1.00 0.41 0.01 (TMA) 0.00 0.00 (2)ATMAP1412D-1A20 B From Leg 3.00 0.0000 206.50 No Ice 1.00 0.41 0.01 (TMA) 0.00 0.00 (2)ATMAP1412D-1A20 C From Leg 3.00 0.0000 206.50 No Ice 1.00 0.41 0.01 (TMA) 0.00 0.00 FRIG A From Leg 3.00 0.0000 206.50 No Ice 0.00 2.39 0.06 0.00 0.00 tnxTower Job Page 118223 - Spain Tower 42 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft, K ft ft FRIG B From Leg 3.00 0.0000 206.50 No Ice 0.00 2.39 0.06 0.00 0.00 FRIG C From Leg 3.00 0.0000 206.50 No Ice 0.00 2.39 0.06 0.00 0.00 FXFB A From Leg 3.00 0.0000 206.50 No Ice 0.00 3.55 0.06 0.00 0.00 FXFB B From Leg 3.00 0.0000 206.50 No Ice 0.00 3.55 0.06 0.00 0.00 FXFB C From Leg 3.00 0.0000 206.50 No Ice 0.00 3.55 0.06 0.00 0.00 RNSNDC-7771-PF-48 A From Leg 0.50 0.0000 206.50 No Ice 3.20 1.03 0.02 0.00 0.00 Sector Mount[SM 1305-3] C None 0.0000 206.50 No Ice 31.68 31.68 1.25 (3)SBNHH-1D85B w/ A From Leg 4.25 0.0000 195.00 No Ice 8.44 7.10 0.07 Mount Pipe 0.00 0.00 (3)SBNHH-1D85B w/ B From Leg 4.25 0.0000 195.00 No Ice 8.44 7.10 0.07 Mount Pipe 0.00 0.00 (3)SBNHH-1D85B w/ C From Leg 4.25 0.0000 195.00 No Ice 8.44 7.10 0.07 Mount Pipe 0.00 0.00 (2)RRUS 32 A From Leg 4.25 0.0000 195.00 No Ice 2.86 1.78 0.06 0.00 0.00 (2)RRUS 32 B From Leg 4.25 0.0000 195.00 No Ice 2.86 1.78 0.06 0.00 0.00 (2)RRUS 32 C From Leg 4.25 0.0000 195.00 No Ice 2.86 1.78 0.06 0.00 0.00 RRUS 11 A From Leg 4.25 0.0000 195.00 No Ice 0.00 2.79 0.05 0.00 0.00 RRUS 11 B From Leg 4.25 0.0000 195.00 No Ice 0.00 2.79 0.05 0.00 0.00 RRUS 11 C From Leg 4.25 0.0000 195.00 No Ice 0.00 2.79 0.05 0.00 0.00 DC6-48-60-18-8C B From Leg 2.00 0.0000 195.00 No Ice 1.14 1.14 0.03 0.00 0.00 DC6-48-60-18-8C C From Leg 2.00 0.0000 195.00 No Ice 1.14 1.14 0.03 0.00 0.00 DC6-48-60-18-8F A From Leg 4.25 0.0000 195.00 No Ice 1.21 1.21 0.03 0.00 0.00 Sector Mount[SM 410-3] C None 0.0000 195.00 No Ice 23.83 23.83 1.10 tnxTower Job Page 118223 - Spain Tower 43 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft Side Arm Mount[SO 301-1] C From Leg 1.00 0.0000 193.67 No Ice 0.46 0.91 0.02 0.00 0.00 DT465B-2XR w/Mount Pipe A From Leg 3.00 0.0000 174.50 No Ice 9.34 7.63 0.08 0.00 0.00 DT465B-2XR w/Mount Pipe B From Leg 3.00 0.0000 174.50 No Ice 9.34 7.63 0.08 0.00 0.00 DT465B-2XR w/Mount Pipe C From Leg 3.00 0.0000 174.50 No Ice 9.34 7.63 0.08 0.00 0.00 APXVSPPI8-C-A20 w/ A From Leg 3.00 0.0000 174.50 No Ice 8.02 6.71 0.08 Mount Pipe 0.00 0.00 APXVSPPI8-C-A20 w/ B From Leg 3.00 0.0000 174.50 No Ice 8.02 6.71 0.08 Mount Pipe 0.00 0.00 APXVSPPI8-C-A20 w/ C From Leg 3.00 0.0000 174.50 No Ice 8.02 6.71 0.08 Mount Pipe 0.00 0.00 RRUS 82 W/SOLAR A From Leg 3.00 0.0000 174.50 No Ice 2.98 1.43 0.06 SHIELD 0.00 0.00 RRUS 82 W/SOLAR B From Leg 3.00 0.0000 174.50 No Ice 2.98 1.43 0.06 SHIELD 0.00 0.00 RRUS 82 W/SOLAR C From Leg 3.00 0.0000 174.50 No Ice 2.98 1.43 0.06 SHIELD 0.00 0.00 RRUS 11 A From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS 11 B From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS 11 C From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 FFHS-FILTER A From Leg 3.00 0.0000 174.50 No Ice 1.07 0.27 0.02 0.00 0.00 FFHS-FILTER B From Leg 3.00 0.0000 174.50 No Ice 1.07 0.27 0.02 0.00 0.00 FFHS-FILTER C From Leg 3.00 0.0000 174.50 No Ice 1.07 0.27 0.02 0.00 0.00 FZHJ-RRH A From Leg 3.00 0.0000 174.50 No Ice 1.26 1.01 0.06 0.00 0.00 FZHJ-RRH B From Leg 3.00 0.0000 174.50 No Ice 1.26 1.01 0.06 0.00 0.00 FZHJ-RRH C From Leg 3.00 0.0000 174.50 No Ice 1.26 1.01 0.06 tnxTower Job Page 118223 - Spain Tower 44 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft, K ft ft 0.00 0.00 RRUS 11 A From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS 11 B From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS 11 C From Leg 3.00 0.0000 174.50 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS A2 A From Leg 3.00 0.0000 174.50 No Ice 2.06 0.50 0.02 0.00 0.00 RRUS A2 B From Leg 3.00 0.0000 174.50 No Ice 2.06 0.50 0.02 0.00 0.00 RRUS A2 C From Leg 3.00 0.0000 174.50 No Ice 2.06 0.50 0.02 0.00 0.00 (5)2.4"Dia.x 4-ft A From Leg 3.00 0.0000 174.50 No Ice 0.87 0.87 0.01 0.00 0.00 (5)2.4"Dia.x 4-ft B From Leg 3.00 0.0000 174.50 No Ice 0.87 0.87 0.01 0.00 0.00 (5)2.4"Dia.x 4-ft C From Leg 3.00 0.0000 174.50 No Ice 0.87 0.87 0.01 0.00 0.00 Sector Mount[SM 702-3] C None 0.0000 174.50 No Ice 37.40 37.40 1.55 1.75"Dia x 5 ft B From Leg 0.50 0.0000 104.50 No Ice 0.95 0.95 0.01 0.00 0.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert O O �j ft ft ft fit, K 6-ft x 3-ft Grid B Grid From 1.00 55.0000 104.50 4.79 No Ice 19.63 0.13 Leg 0.00 0.00 Load Combinations tnxTower Job Page 118223 - Spain Tower 45 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice+1.0 Guy 3 1.2 Dead+1.0 Wind 30 deg-No Ice+1.0 Guy 4 1.2 Dead+1.0 Wind 60 deg-No Ice+1.0 Guy 5 1.2 Dead+1.0 Wind 90 deg-No Ice+1.0 Guy 6 1.2 Dead+1.0 Wind 120 deg-No Ice+1.0 Guy 7 1.2 Dead+1.0 Wind 150 deg-No Ice+1.0 Guy 8 1.2 Dead+1.0 Wind 180 deg-No Ice+1.0 Guy 9 1.2 Dead+1.0 Wind 210 deg-No Ice+1.0 Guy 10 1.2 Dead+1.0 Wind 240 deg-No Ice+1.0 Guy 11 1.2 Dead+1.0 Wind 270 deg-No Ice+1.0 Guy 12 1.2 Dead+1.0 Wind 300 deg-No Ice+1.0 Guy 13 1.2 Dead+1.0 Wind 330 deg-No Ice+1.0 Guy 14 Dead+Wind 0 deg-Service+Guy 15 Dead+Wind 30 deg-Service+Guy 16 Dead+Wind 60 deg-Service+Guy 17 Dead+Wind 90 deg-Service+Guy 18 Dead+Wind 120 deg-Service+Guy 19 Dead+Wind 150 deg-Service+Guy 20 Dead+Wind 180 deg-Service+Guy 21 Dead+Wind 210 deg-Service+Guy 22 Dead+Wind 240 deg-Service+Guy 23 Dead+Wind 270 deg-Service+Guy 24 Dead+Wind 300 deg-Service+Guy 25 Dead+Wind 330 deg-Service+Guy Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load fit in Comb. o ° L1 480-460 2.277 16 0.1016 0.1485 L2 460-440 1.918 16 0.0929 0.1535 L3 440-420 1.653 16 0.0387 0.1621 L4 420-400 1.603 16 0.0079 0.1886 T1 400-398.625 1.658 16 0.0469 0.1930 T2 398.625-397.25 1.666 16 0.0483 0.1929 T3 397.25-395.875 1.676 16 0.0496 0.1929 T4 395.875-394.25 1.686 16 0.0506 0.1929 T5 394.25-389.583 1.698 16 0.0515 0.1949 T6 389.583-380 1.733 16 0.0530 0.2001 T7 380-360 1.803 16 0.0537 0.2137 T8 360-340 1.925 16 0.0486 0.2589 T9 340-320 1.998 16 0.0475 0.3114 T10 320-300 2.063 16 0.0416 0.3738 Tl 1 300-280 2.092 16 0.0371 0.4066 T12 280-260 2.118 16 0.0496 0.4138 T13 260-240 2.226 16 0.0508 0.4219 T14 240-220 2.305 16 0.0300 0.4277 T15 220-200 2.259 20 0.0250 0.4270 T16 200-189.667 2.089 20 0.0553 0.4191 T17 189.667-182.667 1.940 20 0.0680 0.4100 T18 182.667-180 1.830 20 0.0694 0.4057 T19 180-160 1.777 20 0.0679 0.4019 T20 160-140 1.532 18 0.0620 0.3870 T21 140-120 1.315 18 0.0437 0.3713 T22 120-100 1.208 18 0.0286 0.3597 T23 100-80 1.101 18 0.0343 0.3424 T24 80-60 0.925 18 0.0424 0.3096 tnxTower Job Page 118223 - Spain Tower 46 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° T25 60-40 0.752 18 0.0386 0.2757 T26 40-20 0.589 18 0.0514 0.2419 T27 20-9.667 0.332 18 0.0702 0.2040 T28 9.667-4.667 0.163 18 0.0770 0.1806 T29 4.667-0 0.078 18 0.0787 0.1715 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 480.00 1/2"x 8'Lightning Rod 16 2.277 0.1016 0.1485 194829 442.00 DB224-A 16 1.670 0.0449 0.1602 16678 440.21 Guy 16 1.655 0.0393 0.1619 16175 414.50 8-ft x 4.5"Omni 16 1.609 0.0156 0.1923 35967 410.17 3"x 10'Omni 16 1.618 0.0250 0.1935 31887 397.25 Guy 16 1.676 0.0496 0.1929 32891 373.00 18-ft 8 element dipole 16 1.851 0.0522 0.2279 112284 370.50 20-ft 4 Element Dipole 16 1.867 0.0514 0.2335 100267 350.00 10-ft 4-Element Dipole 16 1.965 0.0479 0.2837 182734 339.50 L3x3xl/4 16 2.000 0.0475 0.3129 159372 339.00 Guy 16 2.002 0.0474 0.3145 160586 334.00 L3x3xl/4 16 2.019 0.0464 0.3305 270956 329.00 L3x3xl/4 16 2.036 0.0450 0.3469 240966 320.00 L3x3xl/4 16 2.063 0.0416 0.3738 103592 317.00 7.5"x 21.5-ft Omni 16 2.070 0.0403 0.3812 102605 279.00 Guy 16 2.121 0.0501 0.4141 37963 240.00 12"x 24"Beacon 16 2.305 0.0300 0.4277 27519 225.25 (2)NHH-65B-R2B w/Mount Pipe 20 2.281 0.0165 0.4276 37939 219.00 Guy 20 2.253 0.0266 0.4269 40979 206.50 (2)48"x 15"x 4"Panel w/Mount 20 2.162 0.0457 0.4235 25495 Pipe 195.00 (3)SBNHH-1D85B w/Mount Pipe 20 2.020 0.0624 0.4143 53811 193.67 Side Arm Mount[SO 301-11 20 2.000 0.0640 0.4130 88232 179.00 Guy 20 1.757 0.0673 0.4005 31434 174.50 DT465B-2XR w/Mount Pipe 18 1.693 0.0656 0.3955 22766 139.00 Guy 18 1.307 0.0426 0.3706 26300 104.50 6-ft x 3-ft Grid 18 1.131 0.0316 0.3477 56402 69.67 Guy 18 0.832 0.0401 0.2924 146102 Maximum Tower Deflections - Design Wind Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 480-460 34.210 10 0.8614 0.7802 L2 460-440 31.959 10 0.8074 0.8134 L3 440-420 30.344 10 0.4630 0.8712 L4 420-400 30.216 10 0.2624 1.0744 T1 400-398.625 30.891 10 0.3496 1.1264 T2 398.625-397.25 30.969 10 0.3540 1.1260 T3 397.25-395.875 31.058 10 0.3578 1.1262 tnxTower Job Page 118223 - Spain Tower 47 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° T4 395.875-394.25 31.147 10 0.3607 1.1262 T5 394.25-389.583 31.254 10 0.3624 1.1339 T6 389.583-380 31.560 10 0.3636 1.1546 T7 380-360 32.186 10 0.3544 1.2094 T8 360-340 33.315 10 0.3005 1.3836 T9 340-320 34.068 10 0.2620 1.5934 T10 320-300 34.685 10 0.1980 1.8927 Tl 1 300-280 34.893 10 0.1634 2.0062 T12 280-260 34.776 10 0.1532 1.9315 T13 260-240 34.910 10 0.1100 1.9127 T14 240-220 34.443 10 0.2899 1.9042 T15 220-200 33.014 6 0.6082 1.8452 T16 200-189.667 30.315 6 0.9223 1.7689 T17 189.667-182.667 28.338 6 1.0465 1.7048 T18 182.667-180 26.901 6 1.0725 1.6769 T19 180-160 26.252 6 1.0662 1.6472 T20 160-140 22.049 6 1.0119 1.5810 T21 140-120 18.195 6 0.8233 1.5327 T22 120-100 15.426 6 0.6259 1.5338 T23 100-80 13.019 6 0.6035 1.5046 T24 80-60 10.418 6 0.6001 1.3700 T25 60-40 8.054 6 0.5312 1.2286 T26 40-20 5.908 6 0.5909 1.0868 T27 20-9.667 3.200 6 0.7068 0.9184 T28 9.667-4.667 1.563 6 0.7496 0.8097 T29 4.667-0 0.752 6 0.7606 0.7681 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature fit Comb. in o ofit 480.00 1/2"x 8'Lightning Rod 10 34.210 0.8614 0.7802 37889 442.00 DB224-A 10 30.442 0.4959 0.8575 2599 440.21 Guy 10 30.354 0.4663 0.8696 2530 414.50 8-ft x 4.5"Omni 10 30.335 0.2832 1.1070 8013 410.17 3"x 10'Omni 10 30.460 0.3038 1.1207 6882 397.25 Guy 10 31.058 0.3578 1.1262 6365 373.00 18-ft 8 element dipole 10 32.621 0.3377 1.2650 15479 370.50 20-ft 4 Element Dipole 10 32.767 0.3304 1.2869 13622 350.00 10-ft 4-Element Dipole 10 33.721 0.2811 1.4771 20098 339.50 L3x3xl/4 10 34.085 0.2608 1.6004 24391 339.00 Guy 10 34.102 0.2596 1.6074 24368 334.00 L3x3xl/4 10 34.272 0.2458 1.6831 36785 329.00 L3x3xl/4 10 34.435 0.2298 1.7627 19405 320.00 L3x3xl/4 10 34.685 0.1980 1.8927 10181 317.00 7.5"x 21.5-ft Omni 10 34.748 0.1872 1.9264 9654 279.00 Guy 10 34.777 0.1526 1.9283 4908 240.00 12"x 24"Beacon 10 34.443 0.2899 1.9042 2857 225.25 (2)NHH-65B-R2B w/Mount Pipe 6 33.491 0.5241 1.8619 3493 219.00 Guy 6 32.914 0.6243 1.8422 3666 206.50 (2)48"x 15"x 4"Panel w/Mount 6 31.369 0.8243 1.8028 2733 Pipe 195.00 (3)SBNHH-1D85B w/Mount Pipe 6 29.380 0.9907 1.7338 6987 193.67 Side Arm Mount[SO 301-1] 6 29.121 1.0068 1.7249 13065 179.00 Guy 6 26.011 1.0636 1.6366 4187 174.50 DT465B-2XR w/Mount Pipe 6 24.987 1.0543 1.6037 2938 tnxTower Job Page 118223 - Spain Tower 48 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 139.00 Guy 6 18.029 0.8119 1.5312 2907 104.50 6-ft x 3-ft Grid 6 13.575 0.5986 1.5207 10737 69.67 Guy 6 9.147 0.5621 1.2976 9588 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts per Bolt per Bolt Allowable K K Ll 480 Latticed Pole A325N 0.6250 5 1.55 27.61 0.056 1.05 Bolt DS Leg L2 460 Latticed Pole A325N 0.6250 5 8.02 27.61 0.290 1.05 Bolt DS Leg Top Guy A325N 1.2500 1 5.85 55.22 0.106 1.05 Bolt Shear Pull-Off@440.20 8 L3 440 Latticed Pole A325N 0.6250 5 7.64 27.61 0.277 1.05 Bolt DS Leg L4 420 Latticed Pole A325N 1.2500 4 4.89 87.22 0.056 1.05 Bolt Tension Leg T3 397.25 Torque Arm A325N 0.7500 2 12.62 19.88 0.635 1.05 Bolt Shear Top@397.25 Torque Arm A325N 0.7500 2 12.94 19.88 0.651 1.05 Bolt Shear Bottom@397.25 T6 389.583 Leg A325N 0.6250 5 9.86 27.61 0.357 1.05 Bolt DS T7 380 Leg A325N 0.6250 5 9.95 27.61 0.360 1.05 Bolt DS T8 360 Leg A325N 0.6250 5 9.56 27.61 0.346 1.05 Bolt DS T9 340 Leg A325N 0.6250 5 13.07 27.61 0.473 1.05 Bolt DS T10 320 Leg A325N 0.6250 5 12.75 27.61 0.462 1.05 Bolt DS Tl 1 300 Leg A325N 0.7500 5 15.28 39.76 0.384 1.05 Bolt DS T12 280 Leg A325N 0.7500 5 17.99 39.76 0.452 1.05 Bolt DS T13 260 Leg A325N 0.7500 5 22.99 39.76 0.578 1.05 Bolt DS T14 240 Leg A325N 0.7500 5 20.75 39.76 0.522 1.05 Bolt DS T15 220 Leg A325N 0.7500 5 26.10 39.76 0.656 1.05 Bolt DS T16 200 Leg A325N 0.7500 5 21.95 39.76 0.552 1.05 Bolt DS T19 180 Leg A325N 0.7500 5 25.39 39.76 0.638 1.05 Bolt DS T20 160 Leg A325N 0.7500 5 36.75 39.76 0,924 1.05 Bolt DS T21 140 Leg A325N 0.7500 5 28.41 39.76 0.715 1.05 Bolt DS T22 120 Leg A325N 0.7500 5 24.54 39.76 0.617 1.05 Bolt DS T23 100 Leg A325N 0.7500 5 26.88 39.76 0.676 1.05 Bolt DS T24 80 Leg A325N 0.7500 5 25.52 39.76 0.642 1.05 Bolt DS T25 60 Leg A325N 0.7500 5 28.27 39.76 0.711 1.05 Bolt DS T26 40 Leg A325N 0.7500 5 28.06 39.76 0.706 1.05 Bolt DS Guy Design Data Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. �T S.F. S.F. ft K K K K L2 440.21(A) 13/16 BS 8.00 80.00 28.58 50.40 0.952 1.680 tnxTower Job Page 118223 - Spain Tower 49 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. OT„ S.F. S.F. ft K K K K (1578) 440.21(B) 13/16 BS 8.00 80.00 28.43 50.40 0.952 1.688 (1577) 440.21(C) 13/16 BS 8.00 80.00 28.89 50.40 0.952 1.661 (1573) T3 397.25(A) 11/16 EHS 5.00 50.00 20.76 31.50 0.952 1.445 (1591) 397.25(A) 11/16 EHS 5.00 50.00 20.20 31.50 0.952 1.485 (1592) 397.25(B) 11/16 EHS 5.00 50.00 20.13 31.50 0.952 1.490 (1585) 397.25(B) 11/16 EHS 5.00 50.00 20.26 31.50 0.952 1.481 (1586) 397.25(C) 11/16 EHS 5.00 50.00 20.50 31.50 0.952 1.464 (1579) 397.25(C) 11/16 EHS 5.00 50.00 20.98 31.50 0.952 1.430 (1580) T9 339.00(A) 11/16 BS 5.80 58.00 23.25 36.54 0.952 1.497 (1599) 339.00(B) 11/16 BS 5.80 58.00 22.63 36.54 0.952 1.538 (1598) 339.00(C) 11/16 BS 5.80 58.00 23.68 36.54 0.952 1.469 (1597) T12 279.00(A) 3/4 BS 6.80 68.00 31.42 42.84 0.952 1.299 (1602) 279.00(B) 3/4 BS 6.80 68.00 30.14 42.84 0.952 1.354 (1601) 279.00(C) 3/4 BS 6.80 68.00 31.40 42.84 0.952 1.299 (1600) T15 219.00(A) 11/16 BS 5.80 58.00 30.74 36.54 0.952 1.132 (1605) 219.00(B) 11/16 BS 5.80 58.00 29.95 36.54 0.952 1.162 (1604) 219.00(C) 11/16 BS 5.80 58.00 30.72 36.54 0.952 1.133 (1603) T19 179.00(A) 13/16 BS 7.20 80.00 37.95 50.40 0.952 1.265 (1608) 179.00(B) 13/16 BS 7.20 80.00 37.31 50.40 0.952 1.287 (1607) 179.00(C) 13/16 BS 7.20 80.00 37.71 50.40 0.952 1.273 (1606) T21 139.00(A) 13/16 BS 7.20 80.00 31.61 50.40 0.952 1.518 (1611) 139.00(B) 13/16 BS 7.20 80.00 30.99 50.40 0.952 1.549 (1610) 139.00(C) 13/16 BS 7.20 80.00 30.90 50.40 0.952 1.553 (1609) T24 69.67(A) 13/16 BS 7.20 80.00 23.09 50.40 0.952 2.079 (1614) 69.67(B) 13/16 BS 7.20 80.00 23.77 50.40 0.952 2.019 (1613) 69.67(C) 13/16 BS 7.20 80.00 22.35 50.40 0.952 2.148 (1612) Compression Checks tnxTower Job Page 118223 - Spain Tower 50 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Leg Design Data (Compression) Section Elevation Size L L Kl/r A P. �P„ Ratio No. P. ft ft ft in2 K K OP. Ll 480-460 1 1/2 20.00 1.58 50.6 1.7672 -6.97 65.97 0.106' K=1.00 L2 460-440 1 1/2 20.00 0.21 6.7 1.7672 -40.08 79.26 0.506' K=1.00 L3 440-420 2 20.00 1.58 37.9 3.1416 -39.31 127.27 0.309' K=1.00 L4 420-400 2 1/2 20.00 1.54 29.6 4.9087 -55.09 207.19 0.266 K=1.00 Tl 400-398.625 2 1/4 1.38 0.88 18.7 3.9761 -36.72 174.42 0.211 K=1.00 T2 398.625- 2 1/4 1.38 1.38 29.3 3.9761 -48.34 168.01 0.288' 397.25 K=1.00 T3 397.25- 2 1/4 1.38 1.38 29.3 3.9761 -43.29 168.01 0.258' 395.875 K=1.00 T4 395.875- 2 1/4 1.63 1.63 34.7 3.9761 -46.50 163.87 0.284' 394.25 K=1.00 T5 394.25- 2 1/4 4.67 2.33 49.8 3.9761 -44.58 149.27 0.299' 389.583 K=1.00 T6 389.583-380 2 1/4 9.58 2.33 49.8 3.9761 -48.00 149.28 0.322' K=1.00 T7 380-360 2 20.00 2.33 56.0 3.1416 -52.51 112.40 0.467' K=1.00 T8 360-340 2 20.00 2.33 56.0 3.1416 -48.96 112.40 0.436 K=1.00 T9 340-320 2 20.00 2.33 56.0 3.1416 -64.69 112.40 0.575' K=1.00 T10 320-300 2 20.00 2.33 56.0 3.1416 -65.53 112.40 0.583' K=1.00 T11 300-280 2 20.00 2.33 56.0 3.1416 -73.66 112.40 0.655' K=1.00 T12 280-260 2 1/4 20.00 2.33 49.8 3.9761 -87.61 149.27 0.587' K=1.00 T13 260-240 2 1/4 20.00 2.33 49.8 3.9761 -113.18 149.27 0.758' K=1.00 T14 240-220 2 1/4 20.00 2.33 49.8 3.9761 -120.88 149.27 0.810' K=1.00 T15 220-200 21/4 20.00 2.33 49.8 3.9761 -137.57 149.27 0.922' K=1.00 T16 200-189.667 21/4 10.33 2.33 49.8 3.9761 -127.77 149.27 0.856' K=1.00 T17 189.667- 21/4 7.00 2.33 49.8 3.9761 -101.73 149.27 0.682' 182.667 K=1.00 T18 182.667-180 2 1/4 2.67 2.33 49.8 3.9761 -94.78 149.27 0.635' K=1.00 T19 180-160 2 1/4 20.00 2.33 49.8 3.9761 -123.07 149.27 0.824' K=1.00 T20 160-140 2 1/2 20.00 2.33 44.8 4.9087 -177.52 190.74 0.931 ' K=1.00 T21 140-120 2 1/2 20.00 2.33 44.8 4.9087 -182.37 190.74 0.956' K=1.00 T22 120-100 21/2 20.00 2.33 44.8 4.9087 -138.72 190.74 0.727' K=1.00 T23 100-80 2 1/2 20.00 2.33 44.8 4.9087 -131.81 190.74 0.691 ' K=1.00 T24 80-60 2 1/2 20.00 2.33 44.8 4.9087 -147.89 190.74 0.775' tnxTower Job Page 118223 - Spain Tower 51 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P. OP Ratio No. P. ft ft ft in2 K K OP. K=1.00 T25 60-40 2 1/2 20.00 2.33 44.8 4.9087 -139.71 190.74 0.732' K=1.00 T26 40-20 2 1/2 20.00 2.33 44.8 4.9087 -144.25 190.74 0.756 K=1.00 T27 20-9.667 2 1/2 10.33 2.33 44.8 4.9087 -138.51 190.75 0.726 K=1.00 T28 9.667-4.667 2 1/2 5.00 2.50 48.0 4.9087 -128.66 186.65 0.689 K=1.00 T29 4.667-0 2 1/2 5.14 2.57 49.4 4.9087 -138.80 184.81 0.751 K=1.00 P u l OP,controls Leg Bending Design Data Compression Section Elevation Size M- om- Ratio M y OM y Ratio No. M M y ft lap ft kip ft OM lap ft kip ft OM v Ll 480-460 1 1/2 0.00 2.11 0.000 0.00 2.11 0.000 L2 460-440 1 1/2 0.00 2.11 0.000 0.00 2.11 0.000 L3 440-420 2 0.00 5.00 0.000 0.00 5.00 0.000 L4 420-400 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 Tl 400-398.625 2 1/4 0.38 7.12 0.053 0.00 7.12 0.000 T2 398.625- 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 397.25 T3 397.25- 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 395.875 T4 395.875- 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 394.25 T5 394.25- 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 389.583 T6 389.583-380 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T7 380-360 2 0.00 5.00 0.000 0.00 5.00 0.000 T8 360-340 2 0.00 5.00 0.000 0.00 5.00 0.000 T9 340-320 2 0.00 5.00 0.000 0.00 5.00 0.000 T10 320-300 2 0.00 5.00 0.000 0.00 5.00 0.000 T11 300-280 2 0.00 5.00 0.000 0.00 5.00 0.000 T12 280-260 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T 13 260-240 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T14 240-220 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T15 220-200 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T16 200-189.667 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T17 189.667- 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 182.667 T18 182.667-180 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T19 180-160 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 T20 160-140 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T21 140-120 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T22 120-100 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T23 100-80 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T24 80-60 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T25 60-40 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T26 40-20 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T27 20-9.667 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 T28 9.667-4.667 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 tnxTower Job Page 118223 - Spain Tower 52 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size M c �M- Ratio M,Y MY Ratio No. M M y ft kiP ft >cp ft �M kiPft kip-ft �M v T29 4.667-0 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 Leg Interaction Design Data Compression Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M M,Y Stress Stress ft OP„ OM oMv Ratio Ratio Ll 480-460 1 1/2 0.106 0.000 0.000 0.106 1.050 4.8.1 L2 460-440 1 1/2 0.506 0.000 0.000 0.506' 1.050 4.8.1 L3 440-420 2 0.309 0.000 0.000 0.309' 1.050 4.8.1 L4 420-400 2 1/2 0.266 0.000 0.000 0.266' 1.050 4.8.1 Tl 400-398.625 2 1/4 0.211 0.053 0.000 0.234 1.050 4.8.1 T2 398.625- 2 1/4 0.288 0.000 0.000 0.288' 1.050 4.8.1 397.25 T3 397.25- 2 1/4 0.258 0.000 0.000 0.258' 1.050 4.8.1 395.875 T4 395.875- 2 1/4 0.284 0.000 0.000 0.284' 1.050 4.8.1 394.25 T5 394.25- 2 1/4 0.299 0.000 0.000 0.299' 1.050 4.8.1 389.583 T6 389.583-380 2 1/4 0.322 0.000 0.000 0.322' 1.050 4.8.1 T7 380-360 2 0.467 0.000 0.000 0.467' 1.050 4.8.1 T8 360-340 2 0.436 0.000 0.000 0.436' 1.050 4.8.1 T9 340-320 2 0.575 0.000 0.000 0.575' 1.050 4.8.1 T10 320-300 2 0.583 0.000 0.000 0.583' 1.050 4.8.1 T11 300-280 2 0.655 0.000 0.000 0.655' 1.050 4.8.1 T12 280-260 2 1/4 0.587 0.000 0.000 0.587' 1.050 4.8.1 T13 260-240 2 1/4 0.758 0.000 0.000 0.758' 1.050 4.8.1 T 14 240-220 2 1/4 0.810 0.000 0.000 0.810' 1.050 4.8.1 T 15 220-200 2 1/4 0.922 0.000 0.000 0.922' 1.050 4.8.1 T16 200-189.667 2 1/4 0.856 0.000 0.000 0.856' 1.050 4.8.1 T17 189.667- 2 1/4 0.682 0.000 0.000 0.682' 1.050 4.8.1 182.667 T18 182.667-180 21/4 0.635 0.000 0.000 0.635' 1.050 4.8.1 T19 180-160 2 1/4 0.824 0.000 0.000 0.824' 1.050 4.8.1 T20 160-140 2 1/2 0.931 0.000 0.000 0.931 ' 1.050 4.8.1 T21 140-120 2 1/2 0.956 0.000 0.000 0.956' 1.050 4.8.1 T22 120-100 21/2 0.727 0.000 0.000 0.727' 1.050 4.8.1 T23 100-80 2 1/2 0.691 0.000 0.000 0.691 ' 1.050 4.8.1 T24 80-60 2 1/2 0.775 0.000 0.000 0.775' 1.050 4.8.1 T25 60-40 2 1/2 0.732 0.000 0.000 0.732' 1.050 4.8.1 T26 40-20 2 1/2 0.756 0.000 0.000 0.756' 1.050 4.8.1 T27 20-9.667 2 1/2 0.726 0.000 0.000 0.726` 1.050 4.8.1 T28 9.667-4.667 2 1/2 0.689 0.000 0.000 0.689' 1.050 4.8.1 T29 4.667-0 2 1/2 0.751 0.000 0.000 0.7511 1.050 4.8.1 1 P„ /op,controls Diagonal Design Data (Compression) tnxTower Job Page 118223 - Spain Tower 53 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P. �P Ratio No. P. ft ft ft in2 K K OP. Ll 480-460 1/2 2.55 1.19 106.3 0.1963 -0.73 3.51 0.207 K=0.93 L2 460-440 1/2 2.55 1.19 106.3 0.1963 -1.61 3.51 0.458' K=0.93 L3 440-420 9/16 2.55 1.17 99.8 0.2485 -1.27 4.76 0.267' K=1.00 L4 420-400 3/4 2.53 1.13 79.6 0.4418 -1.95 10.25 0.190' K=1.10 T2 398.625- 7/8 2.33 2.21 84.8 0.6013 -2.00 15.99 0.125' 397.25 K=0.70 T3 397.25- 7/8 2.33 2.21 84.8 0.6013 -2.96 15.99 0.185' 395.875 K=0.70 T4 395.875- 7/8 2.48 2.36 90.5 0.6013 -2.80 14.87 0.189' 394.25 K=0.70 T5 394.25- 7/8 4.42 2.10 106.4 0.6013 -2.20 11.82 0.186' 389.583 K=0.92 T6 389.583-380 7/8 4.42 2.10 106.4 0.6013 -1.93 11.82 0.163' K=0.92 T7 380-360 3/4 4.42 2.11 121.5 0.4418 -1.74 6.76 0.257' K=0.90 T8 360-340 3/4 4.42 2.11 121.5 0.4418 -3.31 6.76 0.490' K=0.90 T9 340-320 3/4 4.42 2.11 121.5 0.4418 -2.00 6.76 0.297' K=0.90 T10 320-300 3/4 4.42 2.11 121.5 0.4418 -2.15 6.76 0.318' K=0.90 T11 300-280 3/4 4.42 2.11 121.5 0.4418 -3.23 6.76 0.478' K=0.90 T12 280-260 3/4 4.42 2.10 120.8 0.4418 -3.77 6.83 0.551 ' K=0.90 T13 260-240 3/4 4.42 2.10 120.8 0.4418 -3.66 6.83 0.536' K=0.90 T14 240-220 3/4 4.42 2.10 120.8 0.4418 -6.78 6.83 0.992' K=0.90 T15 220-200 3/4 4.42 2.10 120.8 0.4418 -3.47 6.83 0.508' K=0.90 T16 200-189.667 3/4 4.42 2.10 120.8 0.4418 -5.94 6.83 0.869' K=0.90 T17 189.667- 3/4 4.42 2.10 120.8 0.4418 -6.37 6.83 0.9311 182.667 K=0.90 T18 182.667-180 3/4 4.42 2.10 98.8 0.4418 -10.22 9.74 1.048' K=0.74 T19 180-160 3/4 4.42 2.10 120.8 0.4418 -3.93 6.83 0.576' K=0.90 T20 160-140 3/4 4.42 2.09 120.1 0.4418 -6.51 6.92 0.942' K=0.90 T21 140-120 3/4 4.42 2.09 120.1 0.4418 -4.45 6.92 0.643' K=0.90 T22 120-100 3/4 4.42 2.09 120.1 0.4418 -3.68 6.92 0.532' K=0.90 T23 100-80 3/4 4.42 2.09 120.1 0.4418 -3.53 6.92 0.510' K=0.90 T24 80-60 3/4 4.42 2.09 120.1 0.4418 -5.25 6.92 0.759' K=0.90 T25 60-40 3/4 4.42 2.09 120.1 0.4418 -4.98 6.92 0.720' K=0.90 T26 40-20 3/4 4.42 2.09 120.1 0.4418 -2.63 6.92 0.380' K=0.90 T27 20-9.667 3/4 4.42 2.09 120.1 0.4418 -2.56 6.92 0.370' K=0.90 tnxTower Job Page 118223 - Spain Tower 54 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P. OP. Ratio No. P. ft ft ft in2 K K OP. T28 9.667-4.667 3/4 4.51 2.13 122.6 0.4418 -3.59 6.64 0.540' K=0.90 T29 4.667-0 3/4 3.69 2.33 134.1 0.4418 -1.18 5.55 0.212' K=0.90 1 P" /op,controls Top Girt Design Data Compression Section Elevation Size L L Kl/r A P op Ratio No. P. ft ft ft in2 K K opn Ll 480-460 3/4 2.00 1.88 84.0 0.4418 -0.05 9.87 0.005' K=0.70 L2 460-440 3/4 2.00 1.88 84.0 0.4418 -0.69 9.87 0.070 K=0.70 L3 440-420 3/4 2.00 1.83 84.5 0.4418 -0.69 9.83 0.0711 K=0.72 L4 420-400 3/4 2.00 1.79 84.9 0.4418 -0.99 9.80 0.1011 K=0.74 T1 400-398.625 12"xl" 3.75 2.67 111.1 12.0000 -0.67 203.09 0.003 K=1.00 T6 389.583-380 1 3.75 3.56 119.7 0.7854 -0.85 11.97 0.0711 K=0.70 T7 380-360 1 3.75 3.58 120.4 0.7854 -0.91 11.86 0.077 K=0.70 T8 360-340 1 3.75 3.58 120.4 0.7854 -0.86 11.86 0.073 K=0.70 T10 320-300 1 3.75 3.58 120.4 0.7854 -1.14 11.86 0.096' K=0.70 T11 300-280 1 3.75 3.58 120.4 0.7854 -1.32 11.86 0.112' K=0.70 T13 260-240 1 3.75 3.56 119.7 0.7854 -1.99 11.97 0.166' K=0.70 T14 240-220 1 3.75 3.56 119.7 0.7854 -2.09 11.97 0.175' K=0.70 T16 200-189.667 1 3.75 3.56 119.7 0.7854 -2.26 11.97 0.189' K=0.70 T17 189.667- 1 3.75 3.56 119.7 0.7854 -1.76 11.97 0.147' 182.667 K=0.70 T20 160-140 1 3.75 3.54 119.0 0.7854 -3.18 12.07 0.264' K=0.70 T22 120-100 1 3.75 3.54 119.0 0.7854 -2.46 12.07 0.204' K=0.70 T23 100-80 1 3.75 3.54 119.0 0.7854 -2.33 12.07 0.193 K=0.70 T24 80-60 1 3.75 3.54 119.0 0.7854 -2.56 12.07 0.212' K=0.70 T25 60-40 1 3.75 3.54 119.0 0.7854 -2.45 12.07 0.203' K=0.70 T26 40-20 1 3.75 3.54 119.0 0.7854 -2.50 12.07 0.2071 K=0.70 T27 20-9.667 1 3.75 3.54 119.0 0.7854 -2.43 12.07 0.201 ' K=0.70 T28 9.667-4.667 1 3.75 3.54 119.0 0.7854 -2.23 12.07 0.185 K=0.70 tnxTower Job Page 118223 - Spain Tower 55 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P. OP" Ratio No. P. ft ft ft in2 K K Op" T29 4.667-0 1"SR w/2"xl/4"Welded 3.75 3.54 103.7 1.2854 -2.58 23.63 0.109' Plate K=1.00 'P" l OP"controls Top Girt Bending Design Data Section Elevation Size 11'. OM Ratio M,y OMY Ratio No. M M y ft kip-ft kip-ft OM- kip-ft kip-ft OM v Ll 480-460 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L2 460-440 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L3 440-420 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L4 420-400 3/4 0.00 0.19 0.000 0.00 0.19 0.000 Tl 400-398.625 12"xl" 0.89 97.20 0.009 -0.00 8.10 0.000 T6 389.583-380 1 0.00 0.45 0.000 0.00 0.45 0.000 T7 380-360 1 0.00 0.45 0.000 0.00 0.45 0.000 T8 360-340 1 0.00 0.45 0.000 0.00 0.45 0.000 T10 320-300 1 0.00 0.45 0.000 0.00 0.45 0.000 T11 300-280 1 0.00 0.45 0.000 0.00 0.45 0.000 T 13 260-240 1 0.00 0.45 0.000 0.00 0.45 0.000 T14 240-220 1 0.00 0.45 0.000 0.00 0.45 0.000 T16 200-189.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T17 189.667- 1 0.00 0.45 0.000 0.00 0.45 0.000 182.667 T20 160-140 1 0.00 0.45 0.000 0.00 0.45 0.000 T22 120-100 1 0.00 0.45 0.000 0.00 0.45 0.000 T23 100-80 1 0.00 0.45 0.000 0.00 0.45 0.000 T24 80-60 1 0.00 0.45 0.000 0.00 0.45 0.000 T25 60-40 1 0.00 0.45 0.000 0.00 0.45 0.000 T26 40-20 1 0.00 0.45 0.000 0.00 0.45 0.000 T27 20-9.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T28 9.667-4.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T29 4.667-0 1"SR w/2"xl/4"Welded 0.00 0.87 0.000 0.00 2.03 0.000 Plate Top Girt Interaction Design Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P. M Xy Stress Stress ft op" Om- Om., Ratio Ratio Ll 480-460 3/4 0.005 0.000 0.000 0.005 1.050 4.8.1 L2 460-440 3/4 0.070 0.000 0.000 0.070' 1.050 4.8.1 L3 440-420 3/4 0.071 0.000 0.000 0.071 ' 1.050 4.8.1 L4 420-400 3/4 0.101 0.000 0.000 0.101' 1.050 4.8.1 Tl 400-398.625 12"xl" 0.003 0.009 0.000 0.011 1.050 4.8.1 T6 389.583-380 1 0.071 0.000 0.000 0.071 ' 1.050 4.8.1 T7 380-360 1 0.077 0.000 0.000 0.077' 1.050 4.8.1 T8 360-340 1 0.073 0.000 0.000 0.0731 1.050 4.8.1 T10 320-300 1 0.096 0.000 0.000 0.096' 1.050 4.8.1 T11 300-280 1 0.112 0.000 0.000 0.112' 1.050 4.8.1 T13 260-240 1 0.166 0.000 0.000 0.166' 1.050 4.8.1 tnxTower Job Page 118223 - Spain Tower 56 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P. M M y Stress Stress ft �pn �M �mv Ratio Ratio T14 240-220 1 0.175 0.000 0.000 0.175' 1.050 4.8.1 T16 200-189.667 1 0.189 0.000 0.000 0.189' 1.050 4.8.1 T17 189.667- 1 0.147 0.000 0.000 0.147' 1.050 4.8.1 182.667 T20 160-140 1 0.264 0.000 0.000 0.264 1.050 4.8.1 T22 120-100 1 0.204 0.000 0.000 0.204' 1.050 4.8.1 T23 100-80 1 0.193 0.000 0.000 0.193' 1.050 4.8.1 T24 80-60 1 0.212 0.000 0.000 0.212' 1.050 4.8.1 T25 60-40 1 0.203 0.000 0.000 0.203' 1.050 4.8.1 T26 40-20 1 0.207 0.000 0.000 0.207' 1.050 4.8.1 T27 20-9.667 1 0.201 0.000 0.000 0.201 ' 1.050 4.8.1 T28 9.667-4.667 1 0.185 0.000 0.000 0.185' 1.050 4.8.1 T29 4.667-0 1"SR w/2"xl/4"Welded 0.109 0.000 0.000 0.109' 1.050 4.8.1 Plate 'P" /�P"controls Bottom Girt Design Data Compression Section Elevation Size L L KlIr A P. Ratio No. P. ft ft ft in2 K K op Ll 480-460 7/8 2.00 1.88 85.2 0.6013 -0.36 13.29 0.027' K=0.83 L2 460-440 7/8 2.00 1.88 85.2 0.6013 -0.69 13.29 0.052' K=0.83 L3 440-420 7/8 2.00 1.83 85.1 0.6013 -0.69 13.31 0.052' K=0.85 L4 420-400 7/8 2.00 1.79 84.8 0.6013 -0.99 13.34 0.074' K=0.86 T2 398.625- 3/4 3.75 3.56 159.6 0.4418 -0.75 3.92 0.191 ' 397.25 K=0.70 T6 389.583-380 1 3.75 3.56 119.7 0.7854 -0.85 11.97 0.071 ' K=0.70 T7 380-360 1 3.75 3.58 120.4 0.7854 -0.91 11.86 0.077' K=0.70 T8 360-340 1 3.75 3.58 120.4 0.7854 -0.86 11.86 0.073' K=0.70 T9 340-320 1 3.75 3.58 120.4 0.7854 -1.13 11.86 0.095' K=0.70 T10 320-300 1 3.75 3.58 120.4 0.7854 -1.14 11.86 0.096' K=0.70 T11 300-280 1 3.75 3.58 120.4 0.7854 -1.32 11.86 0.112' K=0.70 T12 280-260 1 3.75 3.56 119.7 0.7854 -1.56 11.97 0.130' K=0.70 T13 260-240 1 3.75 3.56 119.7 0.7854 -1.99 11.97 0.166' K=0.70 T14 240-220 1 3.75 3.56 119.7 0.7854 -2.09 11.97 0.175' K=0.70 T15 220-200 1 3.75 3.56 119.7 0.7854 -2.38 11.97 0.199' K=0.70 T18 182.667-180 1 3.75 3.56 119.7 0.7854 -3.66 11.97 0.306' K=0.70 T19 180-160 1 3.75 3.56 119.7 0.7854 -2.20 11.97 0.184' K=0.70 tnxTower Job Page 118223 - Spain Tower 57 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX(919)661-6350 nllWeaVll Section Elevation Size L L Kl/r A P. OP Ratio No. P. ft ft ft in2 K K OP. T20 160-140 1 3.75 3.54 119.0 0.7854 -3.18 12.07 0.264' K=0.70 T21 140-120 1 3.75 3.54 119.0 0.7854 -3.18 12.07 0.264' K=0.70 T22 120-100 1 3.75 3.54 119.0 0.7854 -2.46 12.07 0.204' K=0.70 T23 100-80 1 3.75 3.54 119.0 0.7854 -2.33 12.07 0.193' K=0.70 T24 80-60 1 3.75 3.54 119.0 0.7854 -2.56 12.07 0.2121 K=0.70 T25 60-40 1 3.75 3.54 119.0 0.7854 -2.45 12.07 0.203 K=0.70 T26 40-20 1 3.75 3.54 119.0 0.7854 -2.50 12.07 0.207' K=0.70 P u /oP controls Mid Girt Design Data Compression Section Elevation Size L L Kl/r A P oP Ratio No. P. ft ft ft in2 K K op Ll 480-460 3/4 2.00 1.88 84.0 0.4418 -0.02 9.87 0.002' K=0.70 L2 460-440 3/4 2.00 1.88 84.0 0.4418 -0.17 9.87 0.017' K=0.70 ' P„ /op,,controls Top Guy Pull-Off Design Data Compression Section Elevation Size L L Kl/r A P. OP» Ratio No. P ft ft ft in2 K K op, T2 398.625- 3x1/2 3.75 3.56 207.3 1.5000 -2.86 7.88 0.363 ' 397.25 K=0.70 KL/R>200(C)-355 T15 220-200 1 3.75 3.56 119.7 0.7854 -1.21 11.97 0.101 K=0.70 T19 180-160 1 3.75 3.56 119.7 0.7854 -1.79 11.97 0.150' K=0.70 P u /OP„controls Bottom Guy Pull-Off Design Data (Compression) tnxTower Job Page 118223 - Spain Tower 58 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P OP Ratio No. P ft ft ft in2 K K OPn T4 395.875- 3x1/2 3.75 3.56 207.3 1.5000 -1.30 7.88 0.165 394.25 K=0.70 KL/R>200(C)-367 1 P u /op,controls Torque-Arm Bottom Design Data Section Elevation Size L L Kl/r A P OPn Ratio No. P ft ft ft in2 K K OPn T3 397.25- 2 1/4 4.23 4.13 82.8 3.9761 -25.53 89.82 0.284' 395.875(1583) K=0.94 T3 397.25- 2 1/4 4.23 4.13 82.8 3.9761 -25.12 89.82 0.280' 395.875(1584) K=0.94 T3 397.25- 2 1/4 4.23 4.13 82.8 3.9761 -25.89 89.82 0.288' 395.875(1589) K=0.94 T3 397.25- 2 1/4 4.23 4.13 82.8 3.9761 -24.82 89.82 0.276' 395.875(1590) K=0.94 T3 397.25- 2 1/4 4.23 4.13 82.8 3.9761 -25.01 89.82 0.278' 395.875(1595) K=0.94 T3 397.25- 21/4 4.23 4.13 82.8 3.9761 -25.63 89.82 0.285' 395.875(1596) K=0.94 ' P„ /OP,controls Tension Checks Leg Design Data Tension Section Elevation Size L L„ Kl/r A P OPn Ratio No. P ft ft ft in2 K K opn Ll 480-460 1 1/2 20.00 0.21 6.7 0.7732 7.59 37.70 0.201 L2 460-440 1 1/2 20.00 1.58 50.6 1.7672 31.74 79.52 0.399' L3 440-420 2 20.00 0.83 20.0 3.1416 7.39 141.37 0.052' L4 420-400 2 1/2 20.00 0.50 9.6 4.9087 19.55 220.89 0.088' Tl 400-398.625 2 1/4 1.38 0.88 18.7 3.9761 0.96 178.92 0.005 T14 240-220 2 1/4 20.00 2.33 49.8 3.9761 5.39 178.92 0.030'" 1 P u /op,controls #Based on net area of leg in section below Leg Bending Design Data Tension tnxTower Job Page 118223 - Spain Tower 59 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size M �M Ratio M,Y MY Ratio No. M M y ft kiP ft kip ft �M kiPft kip ft �M v Ll 480-460 1 1/2 0.00 2.11 0.000 0.00 2.11 0.000 L2 460-440 1 1/2 0.00 2.11 0.000 0.00 2.11 0.000 L3 440-420 2 0.00 5.00 0.000 0.00 5.00 0.000 L4 420-400 2 1/2 0.00 9.77 0.000 0.00 9.77 0.000 Tl 400-398.625 2 1/4 0.41 7.12 0.058 0.00 7.12 0.000 T14 240-220 2 1/4 0.00 7.12 0.000 0.00 7.12 0.000 Leg Interaction Design Data Tension Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P. M- M-Y Stress Stress ft op„ �M- �mv Ratio Ratio Ll 480-460 1 1/2 0.201 0.000 0.000 0.201'# 1.050 4.8.1 L2 460-440 1 1/2 0.399 0.000 0.000 0.399 1.050 4.8.1 L3 440-420 2 0.052 0.000 0.000 0.052' 1.050 4.8.1 L4 420-400 2 1/2 0.088 0.000 0.000 0.088' 1.050 4.8.1 Tl 400-398.625 2 1/4 0.005 0.058 0.000 0.061 1.050 4.8.1 T14 240-220 2 1/4 0.030 0.000 0.000 0.030'" 1.050 4.8.1 1 P„ /op.controls #Based on net area of leg in section below Diagonal Design Data Tension Section Elevation Size L L„ KI/r A P„ op„ Ratio No. P. ft ft ft inz K K op„ Ll 480-460 1/2 2.55 1.19 114.7 0.1963 0.74 6.36 0.117' L2 460-440 1/2 2.55 1.19 114.7 0.1963 1.65 6.36 0.260' L3 440-420 9/16 2.55 1.17 99.7 0.2485 1.14 8.05 0.142' L4 420-400 3/4 2.53 1.13 72.4 0.4418 1.64 14.31 0.114' T2 398.625- 7/8 2.33 2.21 121.2 0.6013 1.89 27.06 0.070' 397.25 T3 397.25- 7/8 2.33 2.21 121.2 0.6013 1.39 27.06 0.051 ' 395.875 T4 395.875- 7/8 2.48 2.36 129.3 0.6013 1.27 27.06 0.047' 394.25 T5 394.25- 7/8 4.42 2.10 115.1 0.6013 2.27 27.06 0.084' 389.583 T6 389.583-380 7/8 4.42 2.10 115.1 0.6013 1.68 27.06 0.062' T7 380-360 3/4 4.42 2.11 135.1 0.4418 1.35 19.88 0.068' T8 360-340 3/4 4.42 2.11 135.1 0.4418 3.06 19.88 0.154' T9 340-320 3/4 4.42 2.11 135.1 0.4418 2.07 19.88 0.104' T10 320-300 3/4 4.42 2.11 135.1 0.4418 1.93 19.88 0.097' T11 300-280 3/4 4.42 2.11 135.1 0.4418 2.92 19.88 0.147' T12 280-260 3/4 4.42 2.10 134.3 0.4418 3.38 19.88 0.170 T13 260-240 3/4 4.42 2.10 134.3 0.4418 3.10 19.88 0.156' T14 240-220 3/4 4.42 2.10 134.3 0.4418 6.16 19.88 0.310' T15 220-200 3/4 4.42 2.10 134.3 0.4418 2.71 19.88 0.136' T16 200-189.667 3/4 4.42 2.10 134.3 0.4418 5.69 19.88 0.286' T17 189.667- 3/4 4.42 2.10 134.3 0.4418 6.54 19.88 0.329' tnxTower Job Page 118223 - Spain Tower 60 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P OP„ Ratio No. P ft ft ft in2 K K OP. 182.667 T18 182.667-180 3/4 4.42 2.10 134.3 0.4418 9.52 19.88 0.479 T19 180-160 3/4 4.42 2.10 134.3 0.4418 3.14 19.88 0.158' T20 160-140 3/4 4.42 2.09 133.5 0.4418 5.59 19.88 0.281 T21 140-120 3/4 4.42 2.09 133.5 0.4418 4.06 19.88 0.204 T22 120-100 3/4 4.42 2.09 133.5 0.4418 2.78 19.88 0.140 T23 100-80 3/4 4.42 2.09 133.5 0.4418 2.57 19.88 0.129 T24 80-60 3/4 4.42 2.09 133.5 0.4418 4.07 19.88 0.205 T25 60-40 3/4 4.42 2.09 133.5 0.4418 3.97 19.88 0.200 T26 40-20 3/4 4.42 2.09 133.5 0.4418 1.57 19.88 0.079 T27 20-9.667 3/4 4.42 2.09 133.5 0.4418 1.99 19.88 0.100' T28 9.667-4.667 3/4 4.51 2.13 136.2 0.4418 3.92 19.88 0.197' T29 4.667-0 3/4 3.69 2.33 149.0 0.4418 1.12 19.88 0.056 1 P" /op,controls Top Girt Design Data Tension Section Elevation Size L Lu Kl/r A PU Ratio No. P ft ft ft inz K K opn Ll 480-460 3/4 2.00 1.88 120.0 0.4418 0.05 14.31 0.003' L2 460-440 3/4 2.00 1.88 120.0 0.4418 0.69 14.31 0.049' L3 440-420 3/4 2.00 1.83 117.3 0.4418 0.69 14.31 0.049 L4 420-400 3/4 2.00 1.79 114.7 0.4418 0.99 14.31 0.069' Tl 400-398.625 12"xl" 3.75 2.67 111.1 12.0000 0.67 388.80 0.002 T6 389.583-380 1 3.75 3.56 171.0 0.7854 0.85 25.45 0.034 T7 380-360 1 3.75 3.58 172.0 0.7854 0.91 25.45 0.036 T8 360-340 1 3.75 3.58 172.0 0.7854 0.86 25.45 0.034 T10 320-300 1 3.75 3.58 172.0 0.7854 1,14 25.45 0.045 T11 300-280 1 3.75 3.58 172.0 0.7854 1.32 25.45 0.052' T13 260-240 1 3.75 3.56 171.0 0.7854 1.99 25.45 0.078' T14 240-220 1 3.75 3.56 171.0 0.7854 2.09 25.45 0.082 T16 200-189.667 1 3.75 3.56 171.0 0.7854 2.26 25.45 0.089' T17 189.667- 1 3.75 3.56 171.0 0.7854 1.76 25.45 0.069' 182.667 T20 160-140 1 3.75 3.54 170.0 0.7854 3.18 25.45 0.125 T22 120-100 1 3.75 3.54 170.0 0.7854 2.46 25.45 0.097 T23 100-80 1 3.75 3.54 170.0 0.7854 2.33 25.45 0.091 T24 80-60 1 3.75 3.54 170.0 0.7854 2.56 25.45 0.1011 T25 60-40 1 3.75 3.54 170.0 0.7854 2.45 25.45 0.096' T26 40-20 1 3.75 3.54 170.0 0.7854 2.50 25.45 0.098, T27 20-9.667 1 3.75 3.54 170.0 0.7854 2.43 25.45 0.096' T28 9.667-4.667 1 3.75 3.54 170.0 0.7854 2.23 25.45 0.088' T29 4.667-0 1"SR w/2"xl/4"Welded 3.75 3.54 103.7 1.2854 32.25 41.65 0.774' Plate P" /OP"controls Top Girt Bending Design Data tnxTower Job Page 118223 - Spain Tower 61 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size M �M Ratio M,Y MY Ratio No. M M y ft kiP ft kip ft �M kiPft kip ft �M v Ll 480-460 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L2 460-440 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L3 440-420 3/4 0.00 0.19 0.000 0.00 0.19 0.000 L4 420-400 3/4 0.00 0.19 0.000 0.00 0.19 0.000 Tl 400-398.625 12"xl" 0.89 97.20 0.009 -0.00 8.10 0.000 T6 389.583-380 1 0.00 0.45 0.000 0.00 0.45 0.000 T7 380-360 1 0.00 0.45 0.000 0.00 0.45 0.000 T8 360-340 1 0.00 0.45 0.000 0.00 0.45 0.000 T10 320-300 1 0.00 0.45 0.000 0.00 0.45 0.000 Tl l 300-280 1 0.00 0.45 0.000 0.00 0.45 0.000 T 13 260-240 1 0.00 0.45 0.000 0.00 0.45 0.000 T14 240-220 1 0.00 0.45 0.000 0.00 0.45 0.000 T16 200-189.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T17 189.667- 1 0.00 0.45 0.000 0.00 0.45 0.000 182.667 T20 160-140 1 0.00 0.45 0.000 0.00 0.45 0.000 T22 120-100 1 0.00 0.45 0.000 0.00 0.45 0.000 T23 100-80 1 0.00 0.45 0.000 0.00 0.45 0.000 T24 80-60 1 0.00 0.45 0.000 0.00 0.45 0.000 T25 60-40 1 0.00 0.45 0.000 0.00 0.45 0.000 T26 40-20 1 0.00 0.45 0.000 0.00 0.45 0.000 T27 20-9.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T28 9.667-4.667 1 0.00 0.45 0.000 0.00 0.45 0.000 T29 4.667-0 1"SR w/2"xl/4"Welded 0.00 0.87 0.000 0.00 2.03 0.000 Plate Top Girt Interaction Design Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P. M M,Y Stress Stress ft �Pn �M �Mv Ratio Ratio Ll 480-460 3/4 0.003 0.000 0.000 0.003' 1.050 4.8.1 L2 460-440 3/4 0.049 0.000 0.000 0.049' 1.050 4.8.1 L3 440-420 3/4 0.049 0.000 0.000 0.049 1.050 4.8.1 L4 420-400 3/4 0.069 0.000 0.000 0.069' 1.050 4.8.1 Tl 400-398.625 12"xl" 0.002 0.009 0.000 0.010 1.050 4.8.1 T6 389.583-380 1 0.034 0.000 0.000 0.034' 1.050 4.8.1 T7 380-360 1 0.036 0.000 0.000 0.036' 1.050 4.8.1 T8 360-340 1 0.034 0.000 0.000 0.034' 1.050 4.8.1 T10 320-300 1 0.045 0.000 0.000 0.045' 1.050 4.8.1 Tl l 300-280 1 0.052 0.000 0.000 0.052' 1.050 4.8.1 T13 260-240 1 0.078 0.000 0.000 0.078' 1.050 4.8.1 T14 240-220 1 0.082 0.000 0.000 0.082' 1.050 4.8.1 T16 200-189.667 1 0.089 0.000 0.000 0.089' 1.050 4.8.1 T17 189.667- 1 0.069 0.000 0.000 0.069' 1.050 4.8.1 182.667 T20 160-140 1 0.125 0.000 0.000 0.125' 1.050 4.8.1 T22 120-100 1 0.097 0.000 0.000 0.097' 1.050 4.8.1 T23 100-80 1 0.091 0.000 0.000 0.091 ' 1.050 4.8.1 T24 80-60 1 0.101 0.000 0.000 0.101 ' 1.050 4.8.1 T25 60-40 1 0.096 0.000 0.000 0.096' 1.050 4.8.1 T26 40-20 1 0.098 0.000 0.000 0.098, 1.050 4.8.1 T27 20-9.667 1 0.096 0.000 0.000 0.096' 1.050 4.8.1 T28 9.667-4.667 1 0.088 0.000 0.000 0.088, 1.050 4.8.1 T29 4.667-0 1"SR w/2"xl/4"Welded 0.774 0.000 0.000 0.774' 1.050 4.8.1 Plate tnxTower Job Page 118223 - Spain Tower 62 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P. M M y Stress Stress ft �pn �M �mv Ratio Ratio 1 P u /�Pn controls Bottom Girt Design Data Tension Section Elevation Size L L Kl/r A P„ op Ratio No. P ft ft ft in2 K K op� Ll 480-460 7/8 2.00 1.88 102.9 0.6013 0.37 19.48 0.019' L2 460-440 7/8 2.00 1.88 102.9 0.6013 1.17 19.48 0.060' L3 440-420 7/8 2.00 1.83 100.6 0.6013 0.69 19.48 0.036' L4 420-400 7/8 2.00 1.79 98.3 0.6013 0.99 19.48 0.051 T2 398.625- 3/4 3.75 3.56 228.0 0.4418 0.89 14.31 0.062' 397.25 T6 389.583-380 1 3.75 3.56 171.0 0.7854 0.85 25.45 0.034 T7 380-360 1 3.75 3.58 172.0 0.7854 0.91 25.45 0.036 T8 360-340 1 3.75 3.58 172.0 0.7854 1.31 25.45 0.051 T9 340-320 1 3.75 3.58 172.0 0.7854 1.13 25.45 0.044 T10 320-300 1 3.75 3.58 172.0 0.7854 1.21 25.45 0.048' T11 300-280 1 3.75 3.58 172.0 0.7854 1.68 25.45 0.066' T12 280-260 1 3.75 3.56 171.0 0.7854 2.01 25.45 0.079 T13 260-240 1 3.75 3.56 171.0 0.7854 1.99 25.45 0.078' T14 240-220 1 3.75 3.56 171.0 0.7854 2.75 25.45 0.108' T15 220-200 1 3.75 3.56 171.0 0.7854 2.38 25.45 0.094' T18 182.667-180 1 3.75 3.56 171.0 0.7854 4.33 25.45 0.170' T19 180-160 1 3.75 3.56 171.0 0.7854 2.20 25.45 0.086' T20 160-140 1 3.75 3.54 170.0 0.7854 3.18 25.45 0.125' T21 140-120 1 3.75 3.54 170.0 0.7854 3.18 25.45 0.125' T22 120-100 1 3.75 3.54 170.0 0.7854 2.46 25.45 0.097' T23 100-80 1 3.75 3.54 170.0 0.7854 2.33 25.45 0.091 ' T24 80-60 1 3.75 3.54 170.0 0.7854 2.56 25.45 0.101 ' T25 60-40 1 3.75 3.54 170.0 0.7854 2.45 25.45 0.096' T26 40-20 1 3.75 3.54 170.0 0.7854 2.50 25.45 0.098' 1 P /op.controls Mid Girt Design Data Tension Section Elevation Size L L Kl/r A P �P„ Ratio No. P ft ft ft in2 K K opn Ll 480-460 3/4 2.00 1.88 120.0 0.4418 0.02 14.31 0.002' L2 460-440 3/4 2.00 1.88 120.0 0.4418 0.19 14.31 0.013' L3 440-420 3/4 2.00 1.83 117.3 0.4418 0.43 14.31 0.030' L4 420-400 3/4 2.00 1.79 114.7 0.4418 0.50 14.31 0.035' T7 380-360 1 3.75 3.58 172.0 0.7854 0.40 25.45 0.016' T8 360-340 1 3.75 3.58 172.0 0.7854 0.43 25.45 0.017' T9 340-320 1 3.75 3.58 172.0 0.7854 0.74 25.45 0.029' T10 320-300 1 3.75 3.58 172.0 0.7854 0.50 25.45 0.020' T11 300-280 1 3.75 3.58 172.0 0.7854 0.57 25.45 0.022' T12 280-260 1 3.75 3.56 171.0 0.7854 0.95 25.45 0.037' tnxTower Job Page 118223 - Spain Tower 63 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L„ Kl/r A P. OP„ Ratio No. P ft ft ft in2 K K Op„ T13 260-240 1 3.75 3.56 171.0 0.7854 1.00 25.45 0.039 T14 240-220 1 3.75 3.56 171.0 0.7854 1.15 25.45 0.045' T 15 220-200 1 3.75 3.56 171.0 0.7854 1.05 25.45 0.0411 T19 180-160 1 3.75 3.56 171.0 0.7854 1,31 25.45 0.051 T20 160-140 1 3.75 3.54 170.0 0.7854 1.19 25.45 0.047' T21 140-120 1 3.75 3.54 170.0 0.7854 1.26 25.45 0.049' T22 120-100 1 3.75 3.54 170.0 0.7854 1,10 25.45 0.043 T23 100-80 1 3.75 3.54 170.0 0.7854 1.11 25.45 0.044' T25 60-40 1 3.75 3.54 170.0 0.7854 1.27 25.45 0.050' T26 40-20 1 3.75 3.54 170.0 0.7854 1.37 25.45 0.054 1 P„ /op,Controls Top Guy Pull-Off Design Data Tension Section Elevation Size L L„ KI/r A P„ op„ Ratio No. P. ft ft ft in2 K K op„ L2 460-440 6x1/2 2.00 1.88 155.9 3.0000 5.85 97.20 0.060' T2 398.625- 3x1/2 3.75 3.56 296.2 1.5000 4.39 48.60 0.090, 397.25 T9 340-320 1 3.75 3.58 172.0 0.7854 7.64 25.45 0.300' T12 280-260 1 3.75 3.56 171.0 0.7854 11.04 25.45 0.434' T15 220-200 1 3.75 3.56 171.0 0.7854 13.51 25.45 0.531 T 19 180-160 1 3.75 3.56 171.0 0.7854 18.60 25.45 0.731 ' T21 140-120 1 3.75 3.54 170.0 0.7854 14.94 25.45 0.587' T24 80-60 1 3.75 3.54 170.0 0.7854 10.25 25.45 0.403 1 P„ /op,controls Bottom Guy Pull-Off Design Data Tension Section Elevation Size L Z7 KI/r A P„ op„ Ratio No. P. ft ft ft in2 K K op„ T4 395.875- 3x1/2 3.75 3.56 296.2 1.5000 0.51 48.60 0.010' 394.25 1 P„ /op„controls Torque-Arm Top Design Data Section Elevation Size L L„ Klfr A P„ gyp„ Ratio No. P. ft ft %[ n' K K op„ T3 397.25- 2 1/4 4.23 4.23 90.3 3.9761 25.24 128.82 0.196' 395.875(1581) tnxTower Job Page 118223 - Spain Tower 64 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Size L L Kl/r A P OP Ratio No. P ft ft ft in2 K K OP. T3 397.25- 2 1/4 4.23 4.23 90.3 3.9761 24.92 128.82 0.193 395.875(1582) T3 397.25- 2 1/4 4.23 4.23 90.3 3.9761 25.07 128.82 0.195' 395.875(1587) T3 397.25- 21/4 4.23 4.23 90.3 3.9761 24.58 128.82 0.191' 395.875(1588) T3 397.25- 2 1/4 4.23 4.23 90.3 3.9761 24.99 128.82 0.194' 395.875(1593) T3 397.25- 2 1/4 4.23 4.23 90.3 3.9761 25.15 128.82 0.195' 395.875(1594) 1 P u /op,controls Section Capacity Table Section Elevation Component Size Critical P aPa110w % Pass No. ft Type Element K K Capacity Fail Ll 480-460 Latticed Pole Leg 1 1/2 2 7.59 39.58 19.2 Pass L2 460-440 Latticed Pole Leg 1 1/2 85 -40.08 83.23 48.2 Pass L3 440-420 Latticed Pole Leg 2 169 -39.31 133.63 29.4 Pass L4 420-400 Latticed Pole Leg 2 1/2 253 -55.09 217.55 25.3 Pass Ll 480-460 Latticed Pole 1/2 13 -0.73 3.69 19.7 Pass Diagonal L2 460-440 Latticed Pole 1/2 101 -1.61 3.69 43.6 Pass Diagonal L3 440-420 Latticed Pole 9/16 249 -1.27 5.00 25.4 Pass Diagonal L4 420-400 Latticed Pole 3/4 265 -1.95 10.76 18.1 Pass Diagonal Ll 480-460 Latticed Pole Top 3/4 4 -0.05 10.37 0.5 Pass Girt L2 460-440 Latticed Pole Top 3/4 90 -0.69 10.37 6.7 Pass Girt L3 440-420 Latticed Pole Top 3/4 174 -0.69 10.32 6.7 Pass Girt L4 420-400 Latticed Pole Top 3/4 258 -0.99 10.29 9.6 Pass Girt L 1 480-460 Latticed Pole Bottom 7/8 8 -0.36 13.96 2.6 Pass Girt L2 460-440 Latticed Pole Bottom 7/8 92 1.17 20.46 5.7 Pass Girt L3 440-420 Latticed Pole Bottom 7/8 177 -0.69 13.98 5.0 Pass Girt L4 420-400 Latticed Pole Bottom 7/8 261 -0.99 14.01 7.0 Pass Girt L1 480-460 Latticed Pole Mid 3/4 11 -0.02 10.37 0.2 Pass Girt L2 460-440 Latticed Pole Mid 3/4 95 -0.17 10.37 1.6 Pass Girt L3 440-420 Latticed Pole Mid 3/4 179 0.43 15.03 2.9 Pass Girt L4 420-400 Latticed Pole Mid 3/4 263 0.50 15.03 3.3 Pass Girt T1 400-398.625 Leg 2 1/4 337 -36.72 183.14 22.3 Pass T2 398.625-397.25 Leg 2 1/4 343 -48.34 176.41 27.4 Pass T3 397.25-395.875 Leg 2 1/4 358 -43.29 176.41 24.5 Pass tnxTower Job Page 118223 - Spain Tower 65 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Component Size Critical P opwl- % Pass No. ft Type Element K K Capacity Fail T4 395.875-394.25 Leg 2 1/4 370 -46.50 172.07 27.0 Pass T5 394.25-389.583 Leg 2 1/4 379 -44.58 156.73 28.4 Pass T6 389.583-380 Leg 2 1/4 394 -48.00 156.74 30.6 Pass T7 380-360 Leg 2 427 -52.51 118.02 44.5 Pass T8 360-340 Leg 2 487 -48.96 118.02 41.5 Pass T9 340-320 Leg 2 549 -64.69 118.02 54.8 Pass T10 320-300 Leg 2 609 -65.53 118.02 55.5 Pass Tl 1 300-280 Leg 2 668 -73.66 118.02 62.4 Pass T12 280-260 Leg 2 1/4 729 -87.61 156.74 55.9 Pass T13 260-240 Leg 2 1/4 789 -113.18 156.74 72.2 Pass T14 240-220 Leg 2 1/4 849 -120.88 156.74 77.1 Pass T15 220-200 Leg 2 1/4 909 -137.57 156.74 87.8 Pass T16 200-189.667 Leg 2 1/4 969 -127.77 156.74 81.5 Pass T17 189.667- Leg 2 1/4 999 -101.73 156.74 64.9 Pass 182.667 T18 182.667-180 Leg 2 1/4 1021 -94.78 156.74 60.5 Pass T19 180-160 Leg 2 1/4 1033 -123.07 156.74 78.5 Pass T20 160-140 Leg 2 1/2 1093 -177.52 200.28 88.6 Pass T21 140-120 Leg 2 1/2 1153 -182.37 200.28 91.1 Pass T22 120-100 Leg 2 1/2 1213 -138.72 200.28 69.3 Pass T23 100-80 Leg 2 1/2 1273 -131.81 200.28 65.8 Pass T24 80-60 Leg 2 1/2 1333 -147.89 200.28 73.8 Pass T25 60-40 Leg 2 1/2 1393 -139.71 200.28 69.8 Pass T26 40-20 Leg 2 1/2 1453 -144.25 200.28 72.0 Pass T27 20-9.667 Leg 2 1/2 1513 -138.51 200.28 69.2 Pass T28 9.667-4.667 Leg 2 1/2 1543 -128.66 195.98 65.6 Pass T29 4.667-0 Leg 2 1/2 1561 -138.80 194.05 71.5 Pass T2 398.625-397.25 Diagonal 7/8 356 -2.00 16.79 11.9 Pass T3 397.25-395.875 Diagonal 7/8 363 -2.96 16.79 17.6 Pass T4 395.875-394.25 Diagonal 7/8 375 -2.80 15.61 18.0 Pass T5 394.25-389.583 Diagonal 7/8 383 -2.20 12.42 17.7 Pass T6 389.583-380 Diagonal 7/8 404 -1.93 12.42 15.5 Pass T7 380-360 Diagonal 3/4 482 -1.74 7.09 24.5 Pass T8 360-340 Diagonal 3/4 504 -3.31 7.09 46.6 Pass T9 340-320 Diagonal 3/4 597 -2.00 7.09 28.2 Pass T10 320-300 Diagonal 3/4 619 -2.15 7.09 30.3 Pass Tl 1 300-280 Diagonal 3/4 679 -3.23 7.09 45.5 Pass T12 280-260 Diagonal 3/4 743 -3.77 7.18 52.5 Pass T13 260-240 Diagonal 3/4 846 -3.66 7.18 51.0 Pass T14 240-220 Diagonal 3/4 862 -6.78 7.18 94.5 Pass T15 220-200 Diagonal 3/4 922 -3.47 7.18 48.4 Pass T16 200-189.667 Diagonal 3/4 974 -5.94 7.18 82.7 Pass T17 189.667- Diagonal 3/4 1016 -6.37 7.18 88.7 Pass 182.667 T18 182.667-180 Diagonal 3/4 1028 -10.22 10.23 99.8 Pass T19 180-160 Diagonal 3/4 1046 -3.93 7.18 54.8 Pass T20 160-140 Diagonal 3/4 1106 -6.51 7.26 89.7 Pass T21 140-120 Diagonal 3/4 1203 -4.45 7.26 61.2 Pass T22 120-100 Diagonal 3/4 1269 -3.68 7.26 50.7 Pass T23 100-80 Diagonal 3/4 1287 -3.53 7.26 48.6 Pass T24 80-60 Diagonal 3/4 1349 -5.25 7.26 72.3 Pass T25 60-40 Diagonal 3/4 1451 -4.98 7.26 68.6 Pass T26 40-20 Diagonal 3/4 1511 -2.63 7.26 36.2 Pass T27 20-9.667 Diagonal 3/4 1540 -2.56 7.26 35.3 Pass T28 9.667-4.667 Diagonal 3/4 1558 -3.59 6.97 51.5 Pass T29 4.667-0 Diagonal 3/4 1570 -1.18 5.83 20.2 Pass Tl 400-398.625 Top Girt 12"xl" 340 -0.67 213.24 1.0 Pass T6 389.583-380 Top Girt 1 399 -0.85 12.57 6.8 Pass T7 380-360 Top Girt 1 432 -0.91 12.46 7.3 Pass T8 360-340 Top Girt 1 492 -0.86 12.46 6.9 Pass T10 320-300 Top Girt 1 611 -1.14 12.46 9.1 Pass tnxTower Job Page 118223 - Spain Tower 66 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Component Size Critical P opwl- % Pass No. ft Type Element K K Capacity Fail Tl l 300-280 Top Girt 1 670 -1.32 12.46 10.6 Pass T13 260-240 Top Girt 1 791 -1.99 12.57 15.8 Pass T14 240-220 Top Girt 1 851 -2.09 12.57 16.7 Pass T16 200-189.667 Top Girt 1 971 -2.26 12.57 18.0 Pass T17 189.667- Top Girt 1 1001 -1.76 12.57 14.0 Pass 182.667 T20 160-140 Top Girt 1 1098 -3.18 12.68 25.1 Pass T22 120-100 Top Girt 1 1218 -2.46 12.68 19.4 Pass T23 100-80 Top Girt 1 1278 -2.33 12.68 18.4 Pass T24 80-60 Top Girt 1 1338 -2.56 12.68 20.2 Pass T25 60-40 Top Girt 1 1398 -2.45 12.68 19.3 Pass T26 40-20 Top Girt 1 1458 -2.50 12.68 19.7 Pass T27 20-9.667 Top Girt 1 1518 -2.43 12.68 19.2 Pass T28 9.667-4.667 Top Girt 1 1548 -2.23 12.68 17.6 Pass T29 4.667-0 Top Girt 1"SR w/2"xl/4"Welded Plate 1566 32.25 43.73 73.7 Pass T2 398.625-397.25 Bottom Girt 3/4 348 -0.75 4.11 18.2 Pass T6 389.583-380 Bottom Girt 1 402 -0.85 12.57 6.8 Pass T7 380-360 Bottom Girt 1 435 -0.91 12.46 7.3 Pass T8 360-340 Bottom Girt 1 495 -0.86 12.46 6.9 Pass T9 340-320 Bottom Girt 1 554 -1.13 12.46 9.1 Pass T10 320-300 Bottom Girt 1 614 -1.14 12.46 9.1 Pass Tl l 300-280 Bottom Girt 1 673 -1.32 12.46 10.6 Pass T12 280-260 Bottom Girt 1 734 -1.56 12.57 12.4 Pass T13 260-240 Bottom Girt 1 794 -1.99 12.57 15.8 Pass T14 240-220 Bottom Girt 1 854 -2.09 12.57 16.7 Pass T15 220-200 Bottom Girt 1 914 -2.38 12.57 19.0 Pass T18 182.667-180 Bottom Girt 1 1024 -3.66 12.57 29.2 Pass T19 180-160 Bottom Girt 1 1041 -2.20 12.57 17.5 Pass T20 160-140 Bottom Girt 1 1101 -3.18 12.68 25.1 Pass T21 140-120 Bottom Girt 1 1161 -3.18 12.68 25.1 Pass T22 120-100 Bottom Girt 1 1221 -2.46 12.68 19.4 Pass T23 100-80 Bottom Girt 1 1281 -2.33 12.68 18.4 Pass T24 80-60 Bottom Girt 1 1341 -2.56 12.68 20.2 Pass T25 60-40 Bottom Girt 1 1401 -2.45 12.68 19.3 Pass T26 40-20 Bottom Girt 1 1461 -2.50 12.68 19.7 Pass T7 380-360 Mid Girt 1 437 0.40 26.72 1.5 Pass T8 360-340 Mid Girt 1 497 0.43 26.72 1.6 Pass T9 340-320 Mid Girt 1 557 0.74 26.72 2.8 Pass T10 320-300 Mid Girt 1 618 0.50 26.72 1.9 Pass Tl l 300-280 Mid Girt 1 678 0.57 26.72 2.1 Pass T12 280-260 Mid Girt 1 737 0.95 26.72 3.5 Pass T13 260-240 Mid Girt 1 797 1.00 26.72 3.7 Pass T14 240-220 Mid Girt 1 856 1.15 26.72 4.3 Pass T15 220-200 Mid Girt 1 916 1.05 26.72 3.9 Pass T19 180-160 Mid Girt 1 1044 1.31 26.72 4.9 Pass T20 160-140 Mid Girt 1 1102 1.19 26.72 4.5 Pass T21 140-120 Mid Girt 1 1162 1.26 26.72 4.7 Pass T22 120-100 Mid Girt 1 1224 1.10 26.72 4.1 Pass T23 100-80 Mid Girt 1 1284 1.11 26.72 4.2 Pass T25 60-40 Mid Girt 1 1404 1.27 26.72 4.8 Pass T26 40-20 Mid Girt 1 1464 1.37 26.72 5.1 Pass L2 460-440 Guy A@440.208 13/16 1578 28.58 50.40 56.7 Pass T3 397.25-395.875 Guy A@397.25 11/16 1591 20.76 31.50 65.9 Pass T9 340-320 Guy A@339 11/16 1599 23.25 36.54 63.6 Pass T12 280-260 Guy A@279 3/4 1602 31.42 42.84 73.3 Pass T15 220-200 Guy A@219 11/16 1605 30.74 36.54 84.1 Pass T19 180-160 Guy A@179 13/16 1608 37.95 50.40 75.3 Pass T21 140-120 Guy A@139 13/16 1611 31.61 50.40 62.7 Pass T24 80-60 Guy A@69.6667 13/16 1614 23.09 50.40 45.8 Pass L2 460-440 Guy B@440.208 13/16 1577 28.43 50.40 56.4 Pass T3 397.25-395.875 Guy B@397.25 11/16 1586 20.26 31.50 64.3 Pass tnxTower Job Page 118223 - Spain Tower 67 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX.-(919)661-6350 mtweavil Section Elevation Component Size Critical P opwl- % Pass No. ft Type Element K K Capacity Fail T9 340-320 Guy B@339 11/16 1598 22.63 36.54 61.9 Pass T12 280-260 Guy B@279 3/4 1601 30.14 42.84 70.4 Pass T15 220-200 Guy B@219 11/16 1604 29.95 36.54 82.0 Pass T19 180-160 Guy B@179 13/16 1607 37.31 50.40 74.0 Pass T21 140-120 Guy B@139 13/16 1610 30.99 50.40 61.5 Pass T24 80-60 Guy B@69.6667 13/16 1613 23.77 50.40 47.2 Pass L2 460-440 Guy C@440.208 13/16 1573 28.89 50.40 57.3 Pass T3 397.25-395.875 Guy C@397.25 11/16 1580 20.98 31.50 66.6 Pass T9 340-320 Guy C@339 11/16 1597 23.68 36.54 64.8 Pass T12 280-260 Guy C@279 3/4 1600 31.40 42.84 73.3 Pass T15 220-200 Guy C@219 11/16 1603 30.72 36.54 84.1 Pass T19 180-160 Guy C@179 13/16 1606 37.71 50.40 74.8 Pass T21 140-120 Guy C@139 13/16 1609 30.90 50.40 61.3 Pass T24 80-60 Guy C@69.6667 13/16 1612 22.35 50.40 44.3 Pass L2 460-440 Top Guy 6xl/2 1575 5.85 102.06 5.7 Pass Pull-Off@440.208 T2 398.625-397.25 Top Guy 3xl/2 355 -2.86 8.28 34.6 Pass Pull-Off@397.25 T9 340-320 Top Guy 1 551 7.64 26.72 28.6 Pass Pull-Off@339 T12 280-260 Top Guy 1 731 11.04 26.72 41.3 Pass Pull-Off@279 T15 220-200 Top Guy 1 911 13.51 26.72 50.6 Pass Pull-Off@219 T19 180-160 Top Guy 1 1038 18.60 26.72 69.6 Pass Pull-Off@179 T21 140-120 Top Guy 1 1158 14.94 26.72 55.9 Pass Pull-Off@139 T24 80-60 Top Guy 1 1344 10.25 26.72 38.4 Pass Pull-Off@69.6667 T4 395.875-394.25 Bottom Guy 3xl/2 367 -1.30 8.28 15.7 Pass Pull-Off@397.25 T3 397.25-395.875 Torque Arm 2 1/4 1581 25.24 135.27 18.7 Pass Top@397.25 T3 397.25-395.875 Torque Arm 2 1/4 1589 -25.89 94.31 27.5 Pass Bottom@397.25 Summary Latticed 48.2 Pass Pole Leg (L2) Latticed 43.6 Pass Pole Diagonal (L2) Latticed 9.6 Pass Pole Top Girt(L4) Latticed 7.0 Pass Pole Bottom Girt(L4) Latticed 3.3 Pass Pole Mid Girt(L4) Leg(T21) 91.1 Pass Diagonal 99.8 Pass (T18) Top Girt 73.7 Pass (T29) Bottom Girt 29.2 Pass (T18) Mid Girt 5.1 Pass b tnxTower Jo 118223 - Spain Tower Page68 of 68 Tower Engineering Project Date Professionals TEP No. 26009.498997 10:54:25 06/25/21 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Verizon Wireless FAX'(919)661-6350 nitWeaVll Section Elevation Component Size Critical P ePa110 % Pass No. ft Type Element K K Capacity Fail (T26) Guy A(T15) 84.1 Pass Guy B(T15) 82.0 Pass Guy C(T15) 84.1 Pass Top Guy 69.6 Pass Pull-Off (T19) Bottom Guy 15.7 Pass Pull-Off (T4) Torque Arm 18.7 Pass Top(T3) Torque Arm 27.5 Pass Bottom(T3) Bolt Checks 88.0 Pass RATING= 99.8 Pass Program Version 8.1.1.0-6/3/2021 File:C:/Users/mtweavil/Desktop/SA/Final Review/Spain Tower/118223-Spain Tower.eri June 25, 2021 480-ft Guyed Tower Structural Analysis Report 118223-Spain Tower TEP Project Number 26009.498997 Page 13 APPENDIX B ADDITIONAL CALCULATIONS tnxTower report-version 8.1.1.0 -ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 31.76 ft (NAVD 88) No Address at This Risk Category: II Latitude: 27.546314 Location Soil Class: D - Default (see Longitude: -80.3686 Section 11.4.3) III a T�+ 64 _-j `. � L.ekemca� Aaiem 1 s ~^ —• -.t Y><klz3g r�z�.n.. _;Fart PlorcAr Wind Results: Wind Speed: 158 Vmph 10-year MRI 87 Vmph 25-year MRI 106 Vmph 50-year MRI 118 Vmph 100-year MRI 129 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Jun 21 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 in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings shall be protected against wind-borne debris as specified in Section 26.12.3. https://asce7hazardtool.online/ Page 1 of 3 Mon Jun 21 2021 -ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 0.05 So, 0.046 S, 0.028 TL 8 Fa 1.6 PGA : 0.023 Fv 2.4 PGA M : 0.038 SMS 0.08 FPGA 1.6 SM, 0.068 le : 1 SIDS 0.053 Cv 0.7 Seismic Design Category A 008 MCER Response Spectrum 055 Design Response Spectrum r 0_07 . 0 050 0.0fi 0.045 0.040 0-05 0.035 0.04 0.030 0.03 0.025 0.020 0.02 0.015 0.01 � � 0.010 0.005 0 1 3 d 5 6 7 8 9 0 2 - Sa(g)vs T(s) Sa(g)vs T(s) 0045 MCER Vertical Response Spectrum 0030 Design Vertical Response Spectrum 0.028 0.040 s••��f•#��a 0.026 0.035 0.024 0.M 0.030 +i 0.020 • • #a 0.018 ri • 0.025 • 0.016 *## 0.020 + � 0.014 •* #� 0.012 • 0.015 0.010 0 - 1.0 1.5 2.0 0 0 - 1.5 2.0 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Mon Jun 21 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Mon Jun 21 2021 -ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 0.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Jun 21 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. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors, employees, members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Mon Jun 21 2021 Pier and Pad Foundation Site# : 118223 Site Name: Spain_Tower TEP Project#: 26009.498997 TIA-222 Revision: H Top&Bot.Pad Rein.Different?: ❑ Tower Type: Guyed Block Foundation?: Rectangular Pad?: Superstructure Analysis Reactions Foundation Compression,Pomp: 366 kips Capacity Demand Rating* Check Base Shear,Vu_comp: 3 kips Lateral(Sliding)(kips) 82.75 3.00 3.5% Pass Bearing Pressure(kso 7.20 5.56 73.5% Pass Moment,M.: 0 ft-kips Overturning(kip*ft) 524.99 23.19 4.4% Pass Tower Height,H: 480 Ift I I Pier Flexure(Comp.)(kip*ft)1 548.19 1 15.00 1 2.6% 1 Pass BP Dist.Above Fdn,bpd;st: 2.75 in Bolt Circle/Bearing Plate Width,BC: 16 lin PropertiesPier Pier Shape: Square Pier Diameter,dpier: 3 ft Ext.Above Grade,E: 1.5 ft Pier Rebar Size,Sc: 7 *Rating per TIA-222-H Section Pier Rebar Quantity,mc: 6 15.5 Pier Tie/Spiral Size,St: 4 Pier Tie/Spiral Quantity,mt: 4 Soil Rating*: 73.5% Pier Reinforcement Type: Tie Pier Clear Cover,ccp;er: 3 in • Properties Depth,D: 6 ft Pad Width,W,: 9 ft Pad Thickness,T: 2.5 ft Pad Rebar Size(Bottom dir.2),Sp2: 7 Pad Rebar Quantity(Bottom dir.2),mp2: 10 Pad Clear Cover,ccped:1 3 lin PropertiesMaterial Rebar Grade,Fy: 60 ksi Concrete Compressive Strength,F'c: 3 ksi Dry Concrete Density,6c: 150 pcf Soil Properties Total Soil Unit Weight,y: 105 pcf Ultimate Gross Bearing,Quit: 12.000 ksf <--Toggle between Gross and Net Cohesion,Cu: ksf Friction Angle,cp: 30 degrees SPT Blow Count,Nb,a„,s: 9 Base Friction,kL: 0.3 Neglected Depth,N: 1.50 ft Foundation Bearing on Rock? No Groundwater Depth,gw: 19.5 ft Version 4.1.0 Modified Drilled Pier Foundation Site#: 118223 Site Name: Spain Tower Report File: TEP Number: 26009.498997 TIA-222 Revison: H Check Limitation Tower Type: Guyed(Anchor) Apply TIA-222-H Section 15.51 Location: Inner N/A Analysis Results Additional Longitudinal Rebar Applied Loads Soil Lateral Check Compression Uplift I Input Effective Depths(else Actual): Comp. Uplift Dv,o(ft from TOC) 17.30 Shear Design Options Moment kip-ft 11.2666667 Soil Safety Factor 3.53 Check Shear along Depth of Pier: Axial Force (kips 161 Max Moment(kip-ft) 2056.56 Utilize Shear-Friction Methodology: Shear Force kips 169 Rating* 35.9910 Override Critical Depth: Soil Vertical Check Compression Uplift Go to Soil Calculations Material Properties Skin Friction(kips) 232.50 Concrete Strength,fc: 3 ksi End Bearing(kips) - Rebar Strength,F : 60 ksi Weight of Concrete(kips) 61.64 Tie Yield Strength,F : 40 ksi Total Capacity(kips) 294.14 Axial(kips) 161.00 Pier Design Data Rebar&Pier Optlons Rating* - 52.1% Depthl 33.911ft Ext.Above Grade 0.8 ft Embedded Pole Inputs Pier Section 1 Belled Pier Inputs From 0.8'above gr de to 33.9'belo grade Pier Diameterl 4.5 ft Soil Interaction Rating* 52.1% *Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth 19.5 #of Layers 5 Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Thickness Y:.fl yconcrete Cohesion Ultimate Skin Ultimate Skin Friction Comp Friction Uplift Bearing SPT Blow Layer Bottom(ft) Friction Soil Type (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) 1 0 2.25 2.25 105 150 0 0.000 0.000 0.00 0.00 Cohesionless 2 2.25 7 4.75 105 150 30 0.000 0.000 0.69 0.69 Cohesionless 3 7 19.5 12.5 1101 1501 31 0.0001 0.0001 0.691 0.691 Cohesionless 4 19.51 29.5 101 42.61 87.61 301 0.0001 0.0001 0.691 0.691 Cohesionless 5 29.51 33.9 4.41 47.61 87.61 1 311 0.0001 0.0001 0.691 0.69 1 1 Cohesionless Version 5.0.2 Modified