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Home My WebLink AboutSTRUCTURAL ANALYSIS REPORTt \,,,---veriZonwireiess July 17, 2015 Ms. Gail Wendt Craig & Associates Consultant to Verizon Wireless 777 Yamato Road, Suite 600 Boca Raton, FL 33431 SCANNED BY St. Lucie County CALTROP® CALTROP Corporation 13067 Telecom Parkway Tampa, FL 33637 (813)514-9880 Subject: Rigorous Structural Analysis Report Carrier Designation: Verizon: 62713 — Spain Tower CALTROP Project Number: - 130-752.43 Site Information: 6189 North US 1 Fort Pierce, St Lucie County, FL 34951 Latitude 27.546325*N, Longitude 80.36853055°W 480' Guyed Tower Dear Ms. Wendt: CALTROP Corporation (CALTROP) is pleased to submit this Rigorous Structural Analysis Report to determine if the subject tower is able to support certain proposed additional loads. It is our understanding that Verizon Wireless (Verizon) desires to install new telecommunication equipment on the subject tower. This analysis was based on the supporting information listed in Table 3.0. Our services were performed in accordance with the terms and conditions of the existing field services agreement between CALTROP and Verizon. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability,of.the aforementioned tower to support the loading indicated in Table 2.2. This analysis has been'performed in accordance with the TIA-222-G standard, based upon a nominal 3-second gust reference wind speed of 122 mph with no ice. Based on our Tower: *Pass at 102.9%, Foundation: Pass at 99.2% 11 This report has been prepared for the purpose of providing a structural evaluation of the subject telecommunications tower for the loading conditions indicated. It is intended for the exclusive use of Verizon. The information, assumptions,.and-reeoinmendations contained in this report should not be used by others for any purpose without express writfen authorization from CALTROP. We appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If we can be of any further assistance, please do not hesitate to call. "S IJ s� s1111'r Sincerely, CALTROP CORPORATION Eliezer Diaz, E.I. Michael A. Phillips, P.E'; Project Engineer Principal Engineer Registered, Floria 1 0015843 Registered, Florida 68312 +� Rigorous Structural Analysis Report— lrerizon: 62713 — Spain Tower July 17, 2015 CALTROP Corporation TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 ANALYSIS CRITERIA Table 2.1—Analysis Criteria Table 2.2—Appurtenance Loading 3.0 ANALYSIS PROCEDURES Table 3.0—Supporting Information 3.1 Analysis Methods 3.2 Analysis Assumptions & Limitations 4.0 ANALYSIS RESULTS Table 4.1—Tower Component Results Table 4.2—Foundation Component Results APPENDIX A tnxTower Output Page 2 Rigorous Structural Analysis Report — Verizon: 62713 — Spain Tower July 17, 2015 CALTROP Corporation 1.0 INTRODUCTION The subject tower is a 480' tall guyed tower. 2.0 ANALYSIS CRITERIA The tower was analyzed in accordance with the criteria indicated in Table 2.1 for the proposed and existing/reserved antennas, transmission lines, and mountings shown in Table 2.2. Table 2.1—Analysis Criteria 4 Criteria. I 1)escriptibnl Building Code 2014 Florida Building Code, First Printing Standard TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures (FBC 3108.1) Ultimate Wind Speed 158 mph, 3-Second Gust (per FBC Table 1609A) Nominal Wind Speed 122 mph (per FBC 1609.3.1 for use with TIA-222-G) Exposure C Structure Class II (Importance Factor = 1.0) Radial Ice Thickness Zero Inches Topographic Factor 1 Crest Height Zero Feet - ,• Center R aNumber 7 , ll Line Carrier Number Antenna, . Feed, i Elevafiori_• Name of Mfr: ' Antenna,Model Mount of Feed 'Liue'Size (feet)! Antennas tines* (inches) 480 Unknown 1 Unknown Flash Beacon Flush 1 % 442 Unknown 1 Andrew DB224-E Standoff 1 7/a 441.5 Unknown 1 Unknown 10' Dipole Leg 1 7/8 422.5 Unknown I Unknown 10' Dipole Leg - - 410 Unknown I Unknown 10' Omni Standoff 1 I% 406 Unknown 1 Unknown 10' Dipole Leg - 373 Unknown 1 Unknown 18' Dipole Standoff 1 Page 3 �Y Rigorous Structural Analysis Report — Verizon: 62713 —Spain Tower July 17, 2015 CALTROP Corporation . Center ` Number, 'Number" Feed Line Carrier , of., Antenna - 1 AntennwN fbdel ' Mount• of Feed hieSize Elevation 3 Name Antennas 1VIfr ." - Lines (inches); i (feet.)I ( ) 370.5 Unknown 1 Unknown 20' Dipole Standoff 1 % 356 Unknown 1 Unknown 4' Omni Standoff 1 % 350 Unknown 1 Unknown 12' Omni Standoff 1 1% 337 Unknown 1 Unknown 12' Omni Standoff - 317 Unknown 1 Dielectric R55247 Standoff 1 1% 287.5 Unknown 2 Unknown Yagi Leg 1 %2 242 Unknown 1 Unknown Flash Beacon Standoff 1 5% 226 Verizon 3 CSS X7-665 Boom Gate 12 6 1% 1% 226 Verizon 6 CSS AXP19-60-2 Boom Gate 206.5 T-Mobile 3 RFS APXV18- Sector 206517S Frame 206.5 T-Mobile 6 RFS APXI7DW- Sector 17DWVS Frame 206.5 T-Mobile 6 RFS ATMAP1412D- 1A20 12 1 15% 1'/a 206.5 T-Mobile 1 Raycap RNSNDC-7771- PF-48 206.5 T-Mobile 3 Nokia FRIG (RRU) - 206.5 T-Mobile 3 Nokia FXFB (RRU) - 195 AT&T 6 Kathrein 800-10122 Boom Scala Gate 195 AT&T 3 Kathrein 800-10764 Boom Scala Gate 18 2(Power) 1% % 195 AT&T 12 Kathrein 860-10025RCU Scala 1(Fiber) I(RET) % % ATM19801712- 195 AT&T 6 RFS 0 (TMA) 195 AT&T 6 RFS FDGW5504-3C- 3 (diplexer) 195 AT&T 6 Ericsson RRU-11 Page 4 Rigorous Shuclural Analysis Report — Verizon: 61713 — Spain Tower CALTROP Corporation July 17, 1015 ( Center Number ! ' Number, Feed6 Line Carrier °f` Antenna! AntennaaVlodel• Mount of Feeda 'Line. $i'ze i Elevation; Name Mfr: i (feet) _ I Antennas; E Lines,* (incl es)'� 195 AT&T 1 Raycap DC6-48-60-18- 8F i 72.5 6 Sea! AP18 Sector 1900f090D Frame 172.5 Sprint 3 RFS APXV9ERR18- Sector C Frame 172.5 Sprint 9 RFS ACU-A20-N - 172.5 Sprint 12 Ericsson RRU-11 - 39mm 3 Hybrid 172.5 Sprint 3 Ericsson RRU A2 - 172.5 Sprint 3 RFS IBC1900HG- 1(combiner) 172.5 Sprint 3 Ericsson 800 ESMR (filter) 116.5 Unknown 1 Unknown 3' Yagi Standoff 1 % 104.5 Unknown 1 Unknown 6' Parabolic Grid Leg 1 '/< Dish 97.5 Unknown 1 Unknown 6' Parabolic Grid Leg 1 %: Dish Legend: Proposed Appurtenances (Bold) Existing Appurtenances (Regular) Future/Reserved Appurtenances (Italic)ivo E 0 *'— 3.0 ANALYSIS PROCEDURES ALG PY (Strikethrough) This analysis is based on published catalog information, the supporting information listed in Table 3.0, and appurtenance information provided by Verizon. Table 3.0—Supporting Information Date -. - Description's By.. April 3, 2014 RFDS Verizon February 22, 2013 Tower Modification CALTROP Corporation January 7, 2013 Tower Analysis CALTROP Corporation November 21, 2012 RFDS Sprint September 25, 2012 RFDS AT&T Page 5 Rigorous Structural Analysis Report — Yerizan: 62713 —Spain Tower July 17, 2015 CALTROP Corporation July 23, 2012 Tower Mapping Tower Engineering Professionals, Inc. June 26, 2012 RFDS T-Mobile June 12, 2012 Preliminary Construction Drawings Foresite Group, Inc. [for Verizon] April 23, 2012 Site Visit Investigation CALTROP Corporation April 2, 2009 Tower and Foundation Analysis MACTEC Engineering and Consulting, Inc. March 26, 2009 Geotechnical Report FDH Engineering, Inc. March 5, 2009 Foundation Mapping FDH Engineering, Inc. August 23, 2002 Tower Modification Design KCI Technologies, Inc. May 6, 1998 Tower Design Pirod, Inc. Various Miscellaneous Information VerizonWireless '01LE O 3.1 Analysis Methods The tower superstructure analysis was performed with the use of tnxTower, a commercially available software program designed for the analysis of telecommunications towers. The program was used to create a three-dimensional mathematical model of the tower and to calculate member stresses under the appropriate dead, live, and wind loads. Loads were computed in accordance with applicable portions of the TIA-222-G standard. Selected output from the analysis is included in Appendix A. A separate analysis of the tower foundation system was performed by comparing the factored reactions from the tnxTower superstructure analysis to the foundation capacities indicated in the previous analysis by CALTROP Corporation dated February 22, 2013. 3.2 Analysis Assumptions and Limitations • Information in the original design drawings or in the previous analysis that could not be verified by CALTROP personnel is assumed to be correct. • All tower components are assumed to be in adequate condition to carry their full design capacity. • The configuration of antennas, transmission cables, mounts and other appurtenances is assumed to be as specified in this report. • Limitations for antenna twist, tilt, roll, or lateral translation are not considered in this analysis, since the effects of these factors on structural tower performance are typically negligible. • Automatic calculations of Ka used by tnxTower for feedlines and appurtenances. • Unbraced length factor adjusted for bracing members per TIA-222-G Table 4-5. • Emergency/essential communication equipment is not located on the tower. • This analysis does not consider the capacity of the antenna mounting systems. • The foundation was constructed to support its full design loading. • The tower modification design dated February 22, 2013 has been fully implemented. If any of the above assumptions are not valid or have been made in error, this analysis may be affected, and CALTROP should be allowed to review any new information to determine its effect on the structural integrity of the tower. Page 6 , Rigorous Structural Analysis Report— Yerizon: 62713 — Spain Tower July 17, 2015 CALTROP Corporation 4.0 ANALYSIS RESULTS The following tables summarize analysis results for the tower superstructure and foundation system. Table 4.1— Tower Component Results i 4 Component ,M,ximum,Percents Capacity Used4 Resultsi' Leg 98.6 Pass Diagonal 102.9 *Pass Horizontal 14.9 Pass Secondary Horizontal 55.3 Pass Girt 88.2 Pass Guy Cables 93.3 Pass Torque Arm 19.3 Pass *Note: Existing structural component stress ratios up to 105% are considered acceptable. Table 4.2 — Foundation Component Results Est:; Percent ComponenU Reaction. Capacity Capacity. Results t Used; Mast Axial (Factored) 379 kips 456 kips 83.1 Pass Guy Anchor Uplift (Factored) 163 kips 196 kips 83.2 Pass Guy Anchor Shear (Service) 131 kips 132 kips 99.2 Pass *Note: Existing structural component stress ratios up to 105% are considered acceptable. }'s �VY'4 x Page 7 Rigorous Structural Analysis Report— VerLon: 62713 — Spain Tower July 17, 2015 CALTROP Corporation APPENDIX A Tower Input Data The main tower is a 3x guyed tower with an overall height of 480.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and tapered at the base. An index plate is provided at the 3 sided -tower connection. There is a 3 sided latticed pole with a face width of 2.00 ft. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 122 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member design is 1. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC.6D+W Combination Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque A" Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Page 8 Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angle Block Shear Check Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Rigorous Structural Analysis Report— Verizon: 62713—Spain Traver CALTROP Corporation Wind 90 Leg Wnd 180 I Wind 0 Corner & Starmount Guyed Tower Page 9 July 17. 2015 Rigorous Structural Analysis Report — yerizon: 62713 - Spain Tower CALTROP Corporation Wind 180 (7 Guy C Face Guyed 3 Sided Latticed Pole Section Geometry July 17, 2015 A Tower Tower Assembly Description Section Number Section Section Elevation Database Width or Length Sections R It It L1 480.00-460.00 2.00 1 20.00 L2 460.00-440.00 2.00 1 20.00 L3 440.00-420.00 2.00 1 20.00 L4 420.00-400.00 2.00 1 20.00 3 Sided Latticed Pole Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End (t R Panels in in Lt 480.00460.00 1.65 X Brace No No 1.5000 1.5000 L2 460.00-440.00 1.65 X Brace No Yes 1.6000 1.5000 L3 440.00420.00 1.65 X Brace No No 1.5000 1.5000 L4 420.00400.00 1.65 X Brace No No 1.5000 1.5000 Page 10 Rigorous Structural Analysis Report— Verizon: 62713—Spain Tower July 17, 2015 CALTROP Corporadon 3 Sided Latticed Pole Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade It L1 480.00- Solid Round 1 1/2 A572-50 Solid Round 112 A36 460.00 (50 ksi) (36 ksi) L2 460.00- Arbitrary Shape 2SR+Half 2XX Pipe A572-50 Arbitrary 0.5625SR+0.75SR A36 440.00 (50 ksi) Shape (36 ksi) L3 "0.00- Arbitrary Shape 2SR + Half 2STD Pipe A572-50 Solid Round 9/16 A36 420.00 (50 ksi) (36 ksi) L4 420.00- Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 400.00 (50 ksi) (36 ksi) 3 Sided Latticed Pole Section Geomet 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- Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 460.00 (50 ksi) (50 ksi) L2 460.00- �. Solid Round .., 314 A572-50 Solid Round 7/8 A572-50 . 440.00 " (50 ksi) (50 ksi) L3 440.00- Solid Round -' 3/4 A572-60 Solid Round 7/8 A572-50 . 420.00 ', _. `.. �- ' ' - (50 ksi) (50 ksi) L4 420.00- Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 400.00 (50 ksi) (50 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 it Girls L1 480.00- 1 Solid Round 3/4 A572-50 Solid Round A572-50 460.00 (50 ksi) (50 ksi) L2 460.00- 1 Solid Round 3/4 A572-50 Solid Round A572-50 440.00 (50 ksi) (50 ksi) L3 440.00- 1 Solid Round 3/4 A572-50 Solid Round A572-50 420.00 (50 ksi) (50 ksi) L4 420.00- 1 Solid Round 3/4 A572-50 Solid Round A572-50 400.00 (50 ksi) (50 ksi) 3 Sided Latticed Pole Section Geometry cont'd Page 11 Rigorous Structural Analysis Report- Perizon: 61713 -Spain Tower CALTROP Corporation July 17, 2015 Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade It L2 460.00- Solid Round 3/4 A572-50 Solid Round A36 440.00 (50 ksi) (36 ksi) 3 Sided Latticed Pole Section Geometry (cont'd) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mutt. Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals it ftz in in in L1480.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 460.00 (36 ksi) L2 460.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 440.00 (36 ksi) L3 440.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 420.00 (36 ksi) L4 420.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 400.00 (36 ksi) 3 Sided Latticed Pole Section Geometry cont'd K Factors' Tower Cale Calc Legs X K Single Girts Horiz Sec. Inner Elevation K K Brace Brace Diags Honz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X it Y Y Y Y Y Y Y L1480.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 460.00 0.7 0.7 0.7 0.7 0.7 0.7 1 L2 460.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 440.00 0.7 0.7 0.7 0.7 0.7 0.7 1 L3 440.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 420.00 0.7 0.7 0.7 0.7 0.7 0.7 1 L4 420.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 400.00 0.7 0.7 0.7 0.7 0.7 0.7 1 'Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-0f-plane direction applied to the overall length. - e„ ,? 1 3 Sided Latticed Pole Section Geofhe`frv"� &5nt'dT I Page 12 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation July 17, 2015 Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net U Net Width U Net U Net U Net U Net U Deduct Width Deduct Width Width Width Width in Deduct in Deduct Deduct Deduct Deduct in in in in in L1480.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 460.00 L2 460.00- 0,0000 1 0.0000 0.75 0.0000 0.76 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 440.00 L3 440.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 420.00 L4 420.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 400.00 3 Sided Latticed Pole'Sectioii Geometry (cont'd) Tower Elevation ft Leg Connection Type Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal 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 L1480.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 460.00 A325X A325N A325N A325N A325N A325N A325N L2 460.00- Flange 0.6260 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 440.00 A325X A325N A325N A325N A325N A325N A325N L3 440.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 420.00 A325N A325N A325N A325N A325N A325N A325N L4420.00- Flange 0.7500 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 400.00 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 it It T1 400.00-380.00 4.00 1 20.00 T2-T6 380.00-280.00 4.00 5 20.00 T7-T10 280.00-200.00 4.00 4 20.00 T11 200.00-192.50 4.00 1 7.50 T12 192.50-180.00 4.00 1 12.50 T13 . .,160.00-160.00.' 4.00 1 20.00 T14-T20 160.00-26.00 4.00 7 20.00 T21 20.00-4.67 4.00 1 15.33 T22 4.67-0.00 4.00 1 4.67 Tower Section Geometry cont'd) . - - Page 13 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower July 17. 2015 CALTROP Corporation Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End /t ff Panels in in T1 400.00-380.00 2.33 X Brace No No 4.0000 12.0000 T2-T6 380.00-280.00 2.33 X Brace No No 4.0000 12.0000 T7-T10 280.00-200.00 2.33 X Brace No No 4.0000 12.0000 T11 200.00-192.50 2.39 X Brace No Yes 4.0000 0.0000 T12 192.50-180.00 2.30 X Brace No Yes 0.0000 12.0000 T13 180.00-160.00 2.33 X Brace No No 4.0000 12.0000 T14-T20 160.00-20.00 2.33 X Brace No No 4.0000 12.0000 T21 20.00-4.67 2.33 X Brace No No 4.0000 12.0000 T22 4.67-0.00 1.11 X Brace No No 4.0000 12.0000 Tower Section, Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ff T1 400.00- Solid Round 2 1/4 A572-50 Solid Round 7/8 A36 380.00 (50 ksi) (36 ksi) T2-T6 Solid Round 2 A572-60 Solid Round 3/4 A36 380.00-280.00 (50 ksi) (36 ksi) T7-T10 Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 280.00-200.00 (50 ksi) (36 ksi) T11 200.00- Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 192.50 (50 ksi) (36 ksi) T12 192.50- Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 180.00 (50 ksi) (36 ksi) T13 180.00- Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 160.00 (50 ksi) (36 ksi) T14-T20 Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 160.00-20.00 (50 ksi) (36 ksi) T21 20.00-4.67 Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T22 4.67-0.00 Solid Round 2 1/2 A572-50 Solid Round 3/4 A. 6 (50 ksi) ( �.". 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 It T1 400.00- Solid Round 1 A572-50 Solid Round 1 A572-50 380.00 (50 ksi) (50 ksi) T2-T6 Solid Round 1 A572-50 Solid Round 1 A572-50 380.00-280.00 (50 ksi) (50 ksi) T7-T10 Solid Round 1 A572-50 Solid Round 1 A572-50 280.00-200.00 (50 ksi) (50 ksi) T11 200.00- Solid Round 1 A572-50 Solid Round A572-50 192.50 (50 ksi) (50 ksi) T12 192.50- Solid Round A572-50 Solid Round 1 A572-50 180.00 (50 ksi) (50 ksi) T13 180.00- Solid Round 1 A572-50 Solid Round 1 A572-50 160.00 (50 ksi) (50 ksi) Page 14 m rt O O + O O rri O A++ N N O it O N.O O O N O < O O+ O O N C O N O O N O 0RI OO O O 0 0 0 0 O 0 O O O O fn V1 fn (n (n (n (n (n (n O O o Z _ O O O O O O O H. 0 0 + + + O 2 a 2 n 6 6 6 n- 6 O tl m N n ]] Am 7J ]] A .'0 ]] A C C n C C C C C C C V) M (n U) O O O O N 0 0 0 o m o y O n a n n W y O 1 s N � m G ^D^D--D^D^D n 41 Ut N N (P N (P fll N Ut w W (n Ut Zm '• au, NGI J V O V O V O V O V O V d c N F IV F N F IV F N JC N F lJ F N F N so.N N. N m CX 0 J n O v v v O v O v O O O v C= \Y O UDI N (Dll UI lDl1 Ut N Q F N F N JC N F N d P y m m y m m m 0 0 O O O O O O O a a a a a a J M M 2 G a y 1Y 0 0 0 0 0 0 0 0 0 �� 0 0 0 0 ] c c c c c c c c c pS O O O C C G C m❑ � Q `m w a ti ] V1 N y, N p m fD � n D rn D rn D rn D w D x D I D I m C W F W F W F W F W F W T. W F W F w f O O O O m� L. O O O O m 0. D^ N Ut N N N f>it N N y7 m v v v v V v v m J F N F N F N F N H. N. a O ... .. w..a—a , m m N N m n O N O 00� �m F OFn O N N G O + N j 1 Qy O C O OVf O p N W N ! p P o' i � b o O o m n o n a P m 0 y � b N w I a" a' 0 R nN NtDii Nm j N F N F N n 0 0 0 0 n o n y o b 0 0 o c C C 3 m Jn a o S O � o Q f 11 N N N N � v N O fDli S N F N x N L7 � N 3 4 n Rigorous Structural Analysis Report - Verizon: 61713 - Spain Tower July 17, 2015 CALTROP Corporation Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals It fe in in in T1400.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 380.00 (36 ksi) T2-T6 0.00 0.0000 A36 1 1 1 36.0000 36.0000 380.00- (36 ksi) 280.00 T7-T10 0.00 0.0000 A36 1 1 1 36.0000 36.0000 280.00- (36 ksi) 200.00 T11200.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 192.50 (36 ksi) T12192.50- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 180.00 (36 ksi) T13180.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 160.00 (36 ksi) T14-T20 0.00 0.0000 A36 1 1 1 36.0000 36.0000 160.00-20.00 (36 ksi) T2120.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 4.67 (36 ksi) T22 4.67-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) Tower Elevation ft Calc K Single Angles Cola K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y K Factors Single Girls Diags X X Y Y Horiz. X Y Sec. Hodz. X Y Inner Brace X Y T1400.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 380.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T2-T6 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 380.00- 0.7 0.7 0.7 0.7 0.7 0.7 1 280.00 T7-T10 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 280.00- 0.7 0.7 0.7 0.7 0.7 0.7 1 200.00 T11200.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 192.50 0.7 0.7 0.7 0.7 0.7 0.7 1 T12192.50- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 180.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T13180.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 160.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T14-T20 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 160.00- 0.7 0.7 0.7 0.7 0.7 0.7 1 20.00 T2120.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 4.67 0.7 0.7 0.7 0.7 0.7 0.7 1 T22 4.67- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 0.00 0.7 0.7 0.7 0.7 0.7 0.7 1 Page 16 Rigorous Structural Analysis Report- VerLon: 62713 - Spain Tower CALTROP Corporation July 17. 2015 '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 Sectiori Geometry (cont'd Tower Elevation it Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net U Not Width U Net U Net U Net U Net U Deduct Width Deduct Width Width Width Width in Deduct in Deduct Deduct Deduct Deduct in in in in in T1 400.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00 T2-T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00- 280.00 T7-T10 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 280.00- 200.00 T11 200.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 192.50 T12 192.50- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00 T13 180.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00 T14-T20 0.0000 -1 0.0000. 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-20.o0 T21 26.00- 0:0000 1 0.0000 0:75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 4.67 T22 4.67-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.76 Tower Section Geometry cont'd Tower Elevation R Leg Connection Type Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontai Short Horizontal 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 . T1400.00- Flange 0.6250 5 0.6250 0 0.6260 0 0.6250 0 0.6250 0 0.6260 0 0.6250 0 380.00 A325X A325N A325N A325N A325N A325N A325N T2-T6 _Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 380.00- A325X A325N A325N A325N A325N A325N A325N 280.00 T7-T10 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 280.00- A325X A325N A325N A325N A325N A325N A325N 200.00 T11200.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 192.50 A325X A325N A325N A325N A325N A325N A325N T12192.50- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 180.00 A325X A325N A325N A325N A325N A325N A325N T13180.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 160.00 A325X A325N A325N A325N A325N A325N A325N T14-T20 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 160.00-20.00 A325X A325N A325N A325N A325N A325N A325N Page 17 Rigorous Structural Analysis Report- yerizon: 62713-Spain Tower July 17, 2015 CALTROP Corporation Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontai Short Elevation Connection Horizontal it Type Bolt Size No. Bog Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T2120.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 4.67 A325X A325N A325N A325N A325N A325N A325N T22 4.67-0.00 Flange 0.6260 5 0.6250 0 0.6250 0 0.6250 0 0.6260 0 0.6250 0 0.6250 0 A325X A325N A325N A325N A325N A325N A325N Guy Data Guy Guy Guy Initial % Guy Guy L„ Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Effic/ency it K ksi p/f ft it It % 440.125 BS A 13/16 8.00 10% 24000 1.390 505.20 250.00 0.0000 0.00 100% B 13/16 8.00 10% 24000 1.390 505.20 250.00 0.0000 0.00 100% C 13/16 8.00 10% 24000 1.390 605.20 250.00 0.0000 0.00 100% 397.25 EHS A 11/16 5.00 10% 21000 1.000 467.80 250.00 0.0000 0.00 100% B 11/16 5.00 16% 21000 1.000 467.80 250.00 0.0000 0.00 100% C 11/16 5.00 10% 21000 1.000 467.80 250.00 0.0000 0.00 100% 339.667 BS A 11/16 5.80 10% 24000 0.990 420.05 250.00 0.0000 0.00 100% B 11116 5.80 10% 24000 0.990 420.05 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 420.05 250.00 0.0000 0.00 100% 279.667 BS A 3/4 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% B 314 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% C 3/4 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% 219.667 BS A 11116 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% B 11/16 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% 179.667 BS A 13/16 7.20 9% 24000 1.390 305.78 250.00 0.0000 0.00 100% B 13/16 7.20 9% 24000 1.390 305.78 250.00 0.0000 0.00 100% C 13116 7.20 9% 24000 1.390 305.78 250.00 0.0000 0.00 100% 137.333 BS A 13/16 7.20 9% 24000 1.390 283.02 250.00 0.0000 0.00 100% B 13/16 7.20 9% 24000 1.390 283.02 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 283.02 260.00 0.0000 0.00 100% 70.3333 BS A 13/16 7.20 9% 24000 1.390 257.31 250.00 0.0000 0.00 100% B 13116 7.20 9% 24000 1.390 257.31 250.00 0.0000 0.00 100% C 13116 7.20 9% 24000 1.390 267.31 250.00 0.0000 0.00 100% Guy Mount Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Size Elevation Type Spread Leg Angle Style Grade Type ft ft 440.125 Comer 397.25 Torque Arts 8.00 30.0000 Wing A36 Solid Round 2 114 (36 ksi) 339.667 Comer 279.667 Comer 219.667 Comer 179.667 Comer Page 18 Rigorous Structural Analysis Report- Verizon: 61713-Spain Tower CALTROPCorporadon July 17. 2015 Guy Mount Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Size Elevation Type Spread Leg Angle Style Grade Type it 70.3333 Comer 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 ft 440.13 A572-50 Solid Round No A36 Solid Round 1 114 (50 ksi) (36 ksi) 397.25 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 339.67 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 279.67 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 219.67 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 179.67 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 137.33 A572-50 Solid Round No A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 70.33 A572-50 Solid Round No A36 Solid Round 1 1/4 (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 it K K K K B it R /t 440.125 0.70 0.70 0.70 21.38 21.38 21.38 - 8.0 8.0 8.0 sedpulse sedpulse sec/pulse 397.25 0.47 0.47 0.47 21.07 21.07 21.07 7.9 7.9 7.9 sedpulse = sec/pulse sedpulse 339.667 0.42 0.42 0.42 14.65 14.65 14.65 6.6 6.6 6.6 sedpulse sedpulse sedpulse 279.667 0.44 0.44 0.44 11.82 11.82 11.82 5.9 5.9 5.9 sedpulse sedpulse sedpulse 219.667 0.33 0.33 0.33 9.18 9.18 9.18 5.2 5.2 5.2 sec/pulse sedpulse sedpulse 179.667 0.43 0.43 0.43 8.88 8.88 8.88 5.1 5.1 5.1 sedpulse sedpulse sedpulse Page 19 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17, 2015 CA6TR0P Corporation 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 It K K K K It It it It 137.333 0.39 0.39 0.39 7.64 7.64 7.64 4.8 4.8 4.8 sedpulse sedpulse sedpulse 70.3333 0.36 0.36 0.36 6.35 6.35 6.35 4.4 4.4 4.4 sedpulse sec/pulse sedpulse Guy Data. (cont'd) Guy Calc Catc K, Kr K. Kr K Kr Elevation K K R Single Solid Angles Rounds 440.125 No No 1 1 1 1 397.25 No No 1 1 1 1 1 1 339.667 No No 1 1 1 1 279.667 No No 1 1 1 1 219.667 No No 1 1 1 1 179.667 No No 1 1 1 1 137.333 No No 1 1 1 1 70.3333 No No 1 1 1 1 Guy Data cont'd) Torque -Arm Put/ 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 R in in 440.125 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 5 .0 A325N A325N A3 397.25 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0. 'Se-- b 0 - 0. 5 A325N A325N A325N 339.667 1.0000 1 0.0000 1 1.0000 1 0,0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 279.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 219.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6260 0 0.0000 0.75 A325N A325N 179.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 137.333 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 70.3333 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N Guy Pressures Page 20 w R Z wD W 1 I w w J J J J OW>OmDOw>OW>OmDOWDow>ow D N N N N n N N N N N N N N JJ 3 b bmw. tOd...........NNNfI�NN + N N N N N N w is pme �oo'g uwwwwwvJVJJJJJJJJJmm WW O'�DmtO m!O �D J V J m m m mmmmVm�Vm�mmm 0'� NVmmmm6mL�PAVVV mmm oommmJJ ""m 'm +m �umm 66� p PQVmm mmmPo00NN N10 m�OO,y M a m mmO.V (J (J 1J m ry N N N m m J p OOOM.Mmfo-W. ...WV4Pi bmw+++� B L J V ........... m W w w m m 0 O OOOVN (NJry000� NIJ JC i.d Nu�.i000>'p>u umiN��wimtrv�i��IJnu� a N N N m N N 0 0 ........ 0 0 0 .. 0 ......... O x N'd 0 m mmmmmmmm00000000000000 mmmJ Jmmmu�n pZ: m m�&'apmmmmm JJA�m+ Jmm"� � m NNN Vmi m 0 0 0 a O�mmP qm mmpma pm�W NNdmmmwNAAAJV ;> .......... m m N Ili w N N m m A A P m........... 0 N ddm ......m m�(Oilm may,N. c, m mm(1��0 tO lO lO... . m ONi P m m P m m m m m m 1�0 b NO (1� m m O p N N N N O A A A W N m N m y m N m U pU A p N p L y p pp J j NNN W W W d m m w w 4Ji Omi T T w w Ww W m W a 'GOj V t0 t_VD fWD V O C W W V rn W rn rn N j O W D O W D O W D O W D O W D O W D O W D O W D o W W W rn rn rn OJ Ol W 0 0 0 W W W rn rn rn- 8- N N N rn rn N OJ rn W t0 t0 (O t0 f0 (D (O lD f0 t0 t0 t0 OJ OD W O O O rnrnrn aomm � � W W W W W W A A A A A A A A A A A A A A A A A W W W rn N W O O O N N N A A rn O1 rn V V V W W y N d Y N 0 V O M d N N D D D < '1 '1+NO N OAO +AO �3 �O '1 -I AW OZ!ZIZ4T m mMDN O�mO m =tr,wlwD+mvDW m+ vDW +mVDfN �W+ y90 DD V° ° ' D Ky m .i — O O O O O O O O m m m m m m m m m m w m m m m D D D D D D D D z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z o O O O O 0 o O O O 0 0 0 0 0 0 0 O O 0 0 0 o O 0 0 0 o O O 0 i D D D D D D D D D D D D D D D D D D D D D D D D 0 0 0 0 0 0 0 00000 0 0000 000 0 0 0 o 0 0 0 0 0 o i N O O O O O O O V A V fWll m O W A+ W N N V V V + (p (p (O (p (O (p (p N N N m m N Ol V W N O N V A O N O O N O N N N O) N N N N N N N O O O O O O O p O O O O O O O O O O O O N N N O O O O O O O O l O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o t W N N N N N N +++++ + + + ++ N N N O) W W W W N N + f O O O O O O O O O O O O O O p p O O O O O O O O O O O O N O O O O O O O O O O O O O O O O p p O O O O O O O O O O O O O O O ( O O O O O O O O O O O O O O p p 0 O O O O O O O O O O O O O O ( O O O C O O N P .O G O O O O O O O P p 'O O O A N OW W A W T N + OV + IV N tD N N t01( W N W A + N W N W N +++++ + ++++ +++ + + + 71 + + + + +++++ + o+ o ++++ 0 0 0+ +++ o:-,+ i0 ut m io io i0 io � m ow w oo a io w i0 W N W W W W (A W++++ W N W W N N+ W 0 0 O O 0 O 0 O 0 O 0 O 0 O 0 0 0 0 0 O O O O O O O Coco m000 O o o O O O + + + + + + + O O O O O + O + + f0 Ut t0 t0 N N lD t0 O O O O O O O O O O O O O O O O O+ - O O O O O O O O O O O O O O O O 000 0 o m o 0 0 0 0 � ut ut ut ut oAAo oinC A O) A A A A A N A A N O) O O A (n A A O O O A O b N N N O p W N A + N + + A N A A W + + + N + + + N N + 0 0 + N O O O O N N O O O O A O O O O O O O O O O + + + O O + + + ppO fWll O O O O (Vlt N O O O O A o 0 o O O O O O o 0 + + + o o O O + + O A A W A W W A A A A � y S t Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower CALTROP Corporation July 17, 2015 Description Face Allow Component Placement Face Lateral # # Clear Wdth or Perimete Weight or Shield Type Offset Offset Per Spacing Diameter r Leg R in (Frac FM Row in in pit in 1 5/8 C No Ar (CaAa) 226.00 - 0.00 3.0000 0.5 2 1 1.9800 1.9800 1.04 (Verizon) 1 5/8 C No Ar (CaAa) 226.00 - 0.00 3.0000 0.5 6 3 1.9800 1.9800 1.04 (Verizon) 1 5/8 A No Ar (CaAa) 226.00 - 0.00 0.5000 -0.38 6 2 1.9800 1.9800 1.04 Feed Line/Linear Appurtenances Section Areas Tower Tower Face Aa AF CAAA CAAA Weight Sectio Elevation In Face Out Face n 1t ft2 It, fe ft K Lt 480.00-460.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 1.760 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 L2 460.00-440.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 1.982 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 L3 440.00-420.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 4.202 0.000 0.02 C 0.000 0.000 0.000 0.000 0.00 L4 420.00-400.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 8.180 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 T1 400.00-380.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 10.160 0.000 0.05 C 0.000 0.000 0.000 0.000 0.00 T2 380.00-360.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 12.713 0.000 0.06 C 0.000 0.000 0.000 0.000 0.00 T3 360.00-340.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 18.356 0.000 0.09 C 0.000 0.000 0.000 0.000 0.00 - T41, -'340.00,-320.00 A 0.000 0.000 0.000 0.000 0.00 < •- B 0.000 0.000 20.780 0.000 0.10 ` C 0.000 0.000 0.000 0.000 0.00 ' T5 320.00-300.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 20.780 0.000 0.10 C 0.000 0.000 0.000 0.000 0.00 T6 300.00-280.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 21.221 0.000 0.10 C 0.000 0.000 0.000 0.000 0.00 T7 280.00-260.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 22.040 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 T8 260.00-240.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 22.216 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 T9 240.00-220.00 A 0.000 0.000 7.128 0.000 0.04 B 0.000 0.000 24.150 0.000 0.12 C 0.000 0.000 14.256 0.000 0.07 T10 220.00-200.00 A 0.000 0.000 23,760 0.000 0.12 B 0.000 0.000 24.500 0.000 0.12 Page 23 N N A N Oo V T fly A W N+ A W N+ O N N W W W W W A A A A A m N O N A Of Oo O N A T 00 0 0 0 0 0 0 0 0 0 0 0 o m O O O AO O O O O O O O O j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +o 00o T� io ao io awain oin oowJwwmw mom T VI .� � UI (T m W O fDm o. r +o666p66 � N V N O N j n O T W V O W Ili V V N A A W Oo W W A fD 3 'S + 0 0 0 O O m m W( O m w 0 N w rn K 1 N LLLLL6666066 C N m W K)V 6 V N E O N fnp L m M V V N A A W m W W A N y O {p A O O O 00 O O O O N O m o c O O o o c O O to c ET,J y ' a O O o o O o 0 0 0 0 0 ip N A o A O O O O N A W W (O O O O O O O O y A a O W> O W D O W D O W D O W D O W D O W D O W D O W D O W D O W D O W D O a m � m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O p O O O Ov O p O p O p p O O ............ O p O O O O ....... O O O a q O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N W a" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n^ 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 o D y W W W A ffaa Ol (D OD (O Oo t0 W tD W W V OJ V O M V O Oo Ili O (li W T W N A+bo A t0 V W O t0 t0 O V p� O V O O V rn V O A W A J Qp A V W A O W W + O W Ol O n y W A V Y tp W O W O O W O O W O+ W O O W A O W O O W O O OJ O V W N W W W N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 o c0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O A IJ A 4N (J fll tP (.� <!1 tl1 Cu tlt 41 W fT fT W UI fll W N N W N (T N N tJ O CJ + O + W � S Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower CALTROP Corporation Section Elevation R CPx in CPz in CPx Ice in CPz Ice in T9 240.00-220.00 -0.7765 0.5871 -0.7765 0.5871 T10 220.00-200.00 -2.8815 2.4405 -2.8815 2.4405 T11 200.00-192.50 -2.9746 1.5884 -2.9746 1.5884 T12 192.50-180.00 -3.5157 -0.2502 -3.5157 -0.2502 T13 180.00-160.00 -2.9448 -0.6292 -2.9448 -0.6292 T14 160.00-140.00 -2.6360 -0.8289 -2.6360 -0.8289 T15 140.00-120.00 -2.6313 -0.8274 -2.6313 -0.8274 T16 120.00-100.00 -2.6421 -0.8185 -2.6421 -0.8185 T17 100.00-80.00 -2.5990 -0.7986 -2.5990 -0.7986 T18 80.00-60.00 -2.5886 -0.7940 -2.5886 -0.7940 T19 60.00-40.00 -2.5933 -0.7955 -2.5933 -0.7955 T20 40.00-20.00 -2.5933 -0.7955 -2.5933 -0.7955 T21 20.00-4.67 -2.5921 -0.7951 -2.5921 -0.7951 T22 4.67-0.00 -1.8487 -0.5173 -1.8487 -0.5173 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice & Ice L1 18 5/8 460.00 - 0.6000 0.6000 480.00 L2 18 5/8 440.00 - 0.6000 0.6000 460.00 L2 23 7/8 440.00 - 0.6000 0.6000 442.00 L3 14 718 420.00- 0.6000 0.6000 422.00 L3 18 5/8 420.00- 0.6000 0.6000 440.00 0 23 7/8 420.00- 0.6000 0.6000 440.00 L4 14 7/8 400.00- 0.6000 0.6000 420.00 ` L4 16 1 518 400.00- 0.6000 0.6000 410.00 L4 18 5/8 400.00- 0.6000 0.6000 420.00 L4 23 7/8 400.00- 0.6000 0.6000 420.00 Tt 14 718 380.00- 0.6000 0.6000 400.00 T1 16 1 518 380.00- 0.6000 0.6000 400.00 T1 18 5/8 380.00- 0.6000 0.6000 400.00 T1 23 7/8 380.00- 0.6000 0.6000 400.00 T2 14 7/8 360.00- 0.6000 0.6000 380.00 T2 16 1 518 360.00- 0.6000 0.6000 380.00 T21 181 5181 360.00- 0.6000 0.6000 Page 25 July 17, 2015 Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K, Ice 380.00 T2 22 7/8 360.00- 0.6000 0.6000 370.00 T2 23 7/8 360.00- 0.6000 0.6000 380.00 T2 24 7/8 360.00- 0.6000 0.6000 373.00 T3 13 1 5/8 340.00- 0.6000 0.6000 350.00 T3 14 7/8 340.00- 0.6000 0.6000 360.00 T3 16 1 5/8 340.00- 0.6000 0.6000 360.00 T3 18 518 340.00- 0.6000 0.6000 360.00 T3 21 718 340.00- 0.6000 0.6000 356.00 T3 22 7/8 340.00- 0.6000 0.6000 360.00 T3 23 7/8 340.00- 0.6000 0.6000 360.00 T3 24 7/8 340.00- 0.6000 0.6000 360.00 T4 13 1 5/8 320.00- 0.6000 0.6000 340.00 T4 14 718 320.00- 0.6000 0.6000 340.00 T4 16 1 5/8 320.00- 0.6000 0.6000 340.00 T4 18 5/8 320.00- 0.6000 0.6000 340.00 T4 21 7/8 320.00- 0.6000 0.6000 340.00 T4 22 7/8 320.00- 0.6000 0.6000 340.00 T4 23 7/8 320.00- 0.6000 0.6000 340.00 T4 24 7/8 320.00- 0.6000 0.6000 340.00 T5 13 1 5/8 300.00- 0.6000 0.6000 320.00 T5 14 7/8 300.00- 0.6000 0.6000 320.00 T5 16 1 5/8 300.00- 0.6000 0.6000 320.00 TS 18 518 300.00- 0.6000 0.6000 320.00 T5 21 7/8 300.00- 0.6000 0.6000 320.00 T5 22 7/8 300.00- 0.6000 0.6000 320.00 T5 23 7/8 300.00- 0.6000 0.6000 320.00 T5 24 7/8 300.00- 0.6000 0.6000 320.00 T6 13 1 5/8 280.00 - 0.6000 0.6000 300.00 T6 14 7/8 280.00 - 0.6000 0.6000 Page 26 July 17. 2015 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 300.00 T6 16 1 618 280.00- 0.6000 0.6000 300.00 T6 18 6/8 280.00- 0.6000 0.6000 300.00 T6 20 LDF4-50A (112 FOAM) 280.00- 0.6000 0.6000 287.00 T6 21 7/8 280.00- 0.6000 0.6000 300.00 T6 22 7/8 280.00- 0.6000 0.6000 300.00 T6 23 7/8 280.00- 0.6000 0.6000 300.00 T6 24 718 280.00- 0.6000 0.6000 300.00 T7 13 1 5/8 260.00- 0.6000 0.6000 280.00 T7 14 7/8 260.00- 0.6000 0.6000 280.00 T7 16 1 5/8 260.00- 0.6000 0.6000 280.00 T7 18 5/8 260.00- 0.6000 0.6000 280.00 T7 20 LDF4-50A (1/2 FOAM) 260.00- 0.6000 0,6000 280.00 T7 21 7/8 260.00- 0.6000 0.6000 280.00 T7 22 7/8 260.00- 0.6000 0.6000 280.00 T7 23 7/8 260.00- 0.6000 0.6000 280.00 T7 24 718 260.00- 0.6000 0.6000 280.00 T8 13 1 5/8 240.00- 0.6000 0.6000 260.00 T8 - ,14 718 240.00- 0.6000 0.6000 260.00 T8 - _ ; 16 1 5/8 240.00- 0.6000 0.6000 260.00 T8 17 518 240.00- 0.6000 0.6000 242.00 T8 18 5/8 240.00- 0.6000 0.6000 260.00 T8 20 LDF4-60A(1/2 FOAM) 240.00- 0.6000 0.6000 260.00 T8 21 7/8 240.00- 0.6000 0.6000 260.00 T8 22 7/8 240.00- 0.6000 0.6000 260.00 T8 23 718 240.00- 0.6000 0.6000 260.00 T8 24 7/8 240.00- 0.6000 0.6000 260.00 T9 13 1 5/8 220.00 - 0.6000 0.6000 240.00 T9 14 7/8 220.00 - 0.6000 0.6000 240.00 T9 15 LDFl-50A(1/4 FOAM) 220.00- 0.6000 0.6000 Page 27 July 17. 2015 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 230.00 T9 16 1 5/8 220.00- 0.6000 0.6000 240.00 T9 17 5/8 220.00- 0.6000 0.6000 240.00 T9 18 5/8 220.00- 0.6000 0.6000 240.00 T9 20 LDF4-50A (112 FOAM) 220.00- 0.6000 0.6000 240.00 T9 21 7/8 220.00- 0.6000 0.6000 240.00 T9 22 7/8 220.00- 0.6000 0.6000 240.00 T9 23 7/8 220.00- 0.6000 0.6000 240.00 T9 24 7/8 220.00- 0.6000 0.6000 240.00 T9 32 1 5/8 220.00- 0.6000 0.6000 226.00 T9 33 1 5/8 220.00- 0.6000 0.6000 226.00 T9 34 1 518 220.00- 0.6000 0.6000 226.00 T9 35 1 5/8 220.00- 0.6000 0.6000 226.00 T10 13 1 5/8 200.00- 0.6000 0.6000 220.00 T10 14 7/8 200.00- 0.6000 0.6000 220.00 T10 15 LDFl-50A(1/4 FOAM) 200.00- 0.6000 0.6000 220.00 T10 16 1 5/8 200.00- 0.6000 0.6000 220.00 T10 17 5/8 200.00- 0.6000 0.6000 220.00 T10 18 5/8 200.00- 0.6000 0.6000 220.00 T10 20 LDF4-50A (112 FOAM) 200.00- 0.6000 0.6000 220.00 T1 O 21 7/8 200.00- 0.6000 0.6000 220.00 T10 22 7/8 200.00- 0.6000 0.6000 220.00 T10 23 7/8 200.00- 0.6000 0.6000 220.00 T10 24 7/8 200.00- 0.6000 0.6000 220.00 T10 26 1 5/8 200.00- 0.6000 0.6000 206.00 T10 27 1 5/8 200.00- 0.6000 0.6000 206.00 T10 28 1 6/8 200.00- 0.6000 0.6000 206.00 T10 29 1 518 200.00- 0.6000 0.6000 206.00 T10 30 1 5/8 200.00- 0.6000 0.6000 206.00 T10 31 1 1/4 200.00- 0.6000 0.6000 Page 28 July 17, 2015 +nr � v = ? ✓ ` t Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower CAL TROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 206.00 T10 32 1 5/8 200.00- 0.6000 0.6000 220.00 T10 33 1 518 200.00- 0.6000 0.6000 220.00 T10 34 1 5/8 200.00- 0.6000 0.6000 220.00 T10 35 1 518 200.00- 0.6000 0.6000 220.00 T11 1 1 5/8 192.50- 0.6000 0.6000 195.00 T11 2 1 518 192.50 - 0.6000 0.6000 195.00 T11 3 1 5/8 192.50- 0.6000 0.6000 195.00 T11 4 1 5/8 192.50- 0.6000 0.6000 195.00 T11 5 1 5/8 192.50- 0.6000 0.6000 195.00 T11 6 318 192.50- 0.6000 0.6000 195.00 T11 7 3/8 192.50 - 0.6000 0.6000 195.00 T11 8 7/8 192.50- 0.6000 0.6000 195.00 T11 13 1 518 192.50- 0.6000 0.6000 200.00 T11 14 718 192.50- 0.6000 0.6000 200.00 T11 15 LOFl-50A(1/4 FOAM) 192.50- 0.6000 0.6000 200.00 T11 16 1 518 192.50- 0.6000 0.6000 200.00 T11 17 5/8 192.50- 0.6000 0.6000 200.00 T11 18 518 192.50- 0.6000 0.6000 200.00 ' T11 i•• '20 •LDF4-50A(1/2 FOAM) 192.50- 0.6000 0.6000 200.00 T11 21 718 192.50- 0.6000 0.6000 200.00 T11 22 7/8 192.50- 0.6000 0.6000 200.00 T11 23 7/8 192.50- 0.6000 0.6000 200.00 T11 24 7/8 192.50- 0.6000 0.6000 200.00 T11 26 1 5/8 192.50- 0.6000 0.6000 200.00 T11 27 1 5/8 192.50- 0.6000 0.6000 200.00 T11 28 1 5/8 192.50- 0.6000 0.6000 200.00 T11 29 15/8 192.50- 0.6000 0.6000 200.00 T11 30 1 5/8 192.50- 0.6000 0.6000 200.00 T11 31 1 114 192.50- 0.6000 0.6000 Page 29 July 17, 2015 3 I O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O m o m 0 m 0 m 0 0 m m 0 m o O m m o m 0 m 0 m 0 m 0 m 0 m 0 0 m m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 0 m m Y= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m 2 o o o 0 o o o o o o o o o o o o o o o o o o o o o o o o o y O O O O O O O O O O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O h O N O C C 0 N 0 N 0 N 0 N 0 0 N O N 0 nj O N O N O N O N O N O 'j O N O N O nj O nj O N O N O N O nj O N O N O N O N O N O N O O J m> E- O N N m O N O N— N N O N O m N m N G m C m m m O m m O O! O m m T O O) m O m m O m m O T m 0 W O m m m O m 0 m m m O m 0 O1 m m O m T O m m 0 m W O W m O m m C m m O A m O m m Om 0 m m co m m m m m m m m m m m w m m m m m m m m m m m m m m a n i5 4-3 N N �5 L?s M c> n n O in in O n n r n in N LL LL a N O a y N ' N Q 0 0 0 � G Z J D N LL m N N N N N N N N N N N N N N N N N N N N N N N N N 3 o F- F F F- F- F F F F- F F- F- F F F F F F F F F F F F F F F F F U Q F• � Rigorous Structural Analysis Report- 4erizon: 61713-Spain Tower CAL7ROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment E/ev. Ka No Ice K. Ice 192.50 T12 32 1 5/8 180.00- 0.6000 0.6000 192.50 T12 33 1 5/8 180.00- 0.6000 0.6000 192.50 T12 34 1 518 180.00- 0.6000. 0.6000 192.50 T12 35 1 5/8 180.00- 0.6000 0.6000 192.50 T13 1 1 5/8 160.00- 0.6000 0.6000 180.00 T13 2 1 518 160.00- 0.6000 0.6000 180.00 T13 3 1 5/8 160.00- 0.6000 0.6000 180.00 T13 4 1 5/8 160.00- 0.6000 0.6000 180.00 T13 5 1 5/8 160.00- 0.6000 0.6000 180.00 T13 6 318 160.00- 0.6000 0.6000 180.00 T13 7 318 160.00- 0.6000 0.6000 180.00 T13 8 7/8 160.00- 0.6000 0.6000 180.00 T13 10 1 5/8 160.00- 0.6000 0.6000 172.50 T13 11 1 5/8 160.00- 0.6000 0.6000 172.50 T13 12 39mm Hybrid (1.5351n) 160.00- 0.6000 0.6000 172.50 T13 13 1 518 160.00- 0.6000 0.6000 180.00 T13 14 7/8 160.00- 0.6000 0.6000 180.00 T13 15 LDFi-50A (114 FOAM) 160.00- 0.6000 0.6000 180.00 T13 16 1 5/8 160.00- 0.6000 0.6000 180.00 T13 17 518 160.00- 0.6000 0.6000 180.00 T13 18 5/8 160.00- 0.6000 0.6000 180.00 T13 20 LDF4-50A (1/2 FOAM) 160.00- 0.6000 0.6000 180.00 T13 21 7/8 160.00- 0.6000 0.6000 180.00 T13 22 7/8 160.00- 0.6000 0.6000 180.00 T13 23 7/8 160.00- 0.6000 0.6000 180.00 T13 24 7/8 160.00- 0.6000 0.6000 180.00 T13 26 1 5/8 160.00- 0.6000 0.6000 180.00 T13 27 1 5/8 160.00- 0.6000 0.6000 180.00 T13 28 1518 160.00- 0.6000 0.6000 Page 31 July 17, 2015 Rigorous Structural Analysis Report- Verizon:62713-Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice Ka Ice 180.00 T13 29 1 5/8 160.00- 0.6000 0.6000 180.00 T13 30 1 518 160.00- 0.6000 0.6000 180.00 T13 31 1 1/4 160.00- 0.6000 0.6000 180.00 T13 32 1 518 160.00- 0.6000 0.6000 180.00 T13 33 1 518 160.00- 0.6000 0.6000 180.00 T13 34 1 518 160.00- 0.6000 0.6000 180.00 T13 35 1 518 160.00- 0.6000 0.6000 180.00 T14 1 1 5/8 140.00- 0.6000 0.6000 160.00 T14 2 1 5/8 140.00- 0.6000 0.6000 160.00 T14 3 1 518 140.00- 0.6000 0.6000 160.00 T14 4 1 5/8 140.00- 0.6000 0.6000 160.00 T14 5 1 5/8 140.00- 0.6000 0.6000 160.00 T14 6 3/8 140.00- 0.6000 0.6000 160.00 T14 7 3/8 140.00- 0.6000 0.6000 160.00 T14 8 7/8 140.00- 0.6000 0.6000 160.00 T14 10 1 5/8 140.00- 0.6000 0.6000 160.00 T14 11 1 518 140.00- 0.6000 0.6000 160.00 T14 12 39mm Hybrid (1.5351n) 140.00- 0.6000 0.6000 160.00 T14 13 1 5/8 140.00- 0.6000 0.6000 160.00 T14 14 7/8 140.00- 0.6000 0.6000 160.00 T14 15 LOFl-50A (1/4 FOAM) 140.00- 0.6000 0.6000 160.00 T14 16 1 5/8 140.00- 0.6000 0.6000 160.00 T14 17 5/8 140.00- 0.6000 0.6000 160.00 T14 18 5/8 140.00- 0.6000 0.6000 160.00 T14 20 LDF4-50A(1/2 FOAM) 140.00- 0.6000 0.6000 160.00 T14 21 718 140.00- 0.6000 0.6000 160.00 T14 22 7/8 140.00- 0.6000 0.6000 160.00 T14 23 7/8 140.00- 0.6000 0.6000 160.00 T14 24 7/8 140.00-1 0.60001 0.6000 Page 32 July 17, 2015 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Descdption Feed Line Segment Elev. K. No Ice K. Ice 160.00 T14 26 1 5/8 140.00- 0.6000 0.6000 160.00 T14 27 1 5/8 140.00- 0.6000 0.6000 160.00 T14 28 1 518 140.00- 0.6000 0.6000 160.00 T14 29 1 5/8 140.00- 0.6000 0.6000 160.00 T14 30 1 518 140.00- 0.6000 0.6000 160.00 T14 31 1 114 140.00- 0.6000 0.6000 160.00 T14 32 1 5/8 140.00- 0.6000 0.6000 160.00 T14 33 1 5/8 140.00- 0.6000 0.6000 160.00 T14 34 1 5/8 140.00- 0.6000 0.6000 160.00 T14 35 1 518 140.00- 0.6000 0.6000 160.00 T15 1 1 518 120.00 - 0.6000 0.6000 140.00 T15 2 1 5/8 120.00 - 0.6000 0.6000 140.00 T15 3 1 5/8 120.00 - 0.6000 0.6000 140.00 T15 4 1 5/8 120.00 - 0.6000 0.6000 140.00 T15 5 1 5/8 120.00 - 0.6000 0.6000 140.00 T16 6 3/8 120.00 - 0.6000 0.6000 140.00 T15 7 3/8 120.00 - 0.6000 0.6000 140.00 T15 8 718 120.00 - 0.6000 0.6000 140.00 T15 10 1 518 120.00 - 0.6000 0.6000 • '' 140.00 T15 ' ', 11 1 5/8 120.00 - 0.6000 0.6000 140.00 T15 12 39mm Hybrid (1.535in) 120.00 - 0.6000 0.6000 140.00 T15 13 1 5/8 120.00 - 0.6000 0.6000 140.00 T15 14 7/8 120.00 - 0.6000 0.6000 140.00 T15 15 LDF1-50A (1/4 FOAM) 120.00 - 0.6000 0.6000 140.00 T15 16 15/8 120.00- 0.6000 0.6000 140.00 T15 17 5/8 120.00 - 0.6000 0.6000 140.00 T15 18 5/8 120.00 - 0.6000 0.6000 140.00 T15 20 LDF4-50A (1/2 FOAM) 120.00 - 0.6000 0.6000 140.00 T15 21 7/8 120.00 - 0.6000 0.6000 Page 33 July 17. 2015 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 140.00 T15 22 7/8 120.00- 0.6000 0.6000 140.00 T15 23 7/8 120.00- 0.6000 0.6000 140.00 T15 24 7/8 120.00- 0.6000 0.6000 140.00 T15 26 1 518 120.00- 0.6000 0.6000 140.00 T15 27 1 518 120.00- 0.6000 0.6000 140.00 T15 28 1 5/8 120.00- 0.6000 0.6000 140.00 T15 29 1 5/8 120.00- 0.6000 0.6000 140.00 T15 30 1 5/8 120.00- 0.6000 0.6000 140.00 T15 31 11/4 120.00- 0.6000 0.6000 140.00 T15 32 1 5/8 120.00- 0.6000 0.6000 140.00 T15 33 1 5/8 120.00- 0.6000 0.6000 140.00 T15 34 1 518 120.00- 0.6000 0.6000 140.00 T15 35 1 518 120.00- 0.6000 0.6000 140.00 T16 1 1 6/8 100.00- 0.6000 0.6000 120.00 T16 2 1 5/8 100.00- 0.6000 0.6000 120.00 T16 3 1 5/8 100.00- 0.6000 0.6000 120.00 T16 4 1 5/8 100.00- 0.6000 0.6000 120.00 T16 5 1 5/8 100.00- 0.6000 0.6000 120.00 T16 6 3/8 100.00- 0.6000 0.6000 120.00 T16 7 3/8 100.00- 0.6000 0.6000 120.00 T16 8 7/8 100.00- 0.6000 0.6000 120.00 T16 9 LDF2-50A (3/8 FOAM) 100.00- 0.6000 0.6000 116.00 T16 10 1 518 100.00- 0.6000 0.6000 120.00 T16 11 1 5/8 100.00- 0.6000 0.6000 120.00 T16 12 39mm Hybrid (1.535in) 100.00- 0.6000 0.6000 120.00 T16 13 1 5/8 100.00- 0.6000 0.6000 120.00 T16 14 7/8 100.00- 0.6000 0.6000 120.00 T16 15 LDFl-50A(1/4 FOAM) 100.00- 0.6000 0.6000 120.00 T16 16 1 5/8 100.00- 0.6000 0.6000 Page 34 July 17, 2015 Rigorous Structural Analysis Report- Verizon: 62713 -Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice K. Ice 120.00 T16 17 5/8 100.00- 0.6000 0.6000 120.00 T16 18 5/8 100.00- 0.6000 0.6000 120.00 T16 19 LDF1-50A(1/4 FOAM) 100.00- 0.6000 0.6000 104.00 T16 20 LDF4-50A(1/2 FOAM) 100.00- 0.6000 0.6000 120.00 T16 21 7/8 100.00- 0.6000 0.6000 120.00 T16 22 7/8 100.00- 0.6000 0.6000 120.00 T16 23 718 100.00- 0.6000 0.6000 120.00 T16 24 7/8 100.00- 0.6000 0.6000 120.00 T16 26 1 5/8 100.00- 0.6000 0.6000 120.00 T16 27 1518 100.00- 0.6000 0.6000 120.00 T16 28 1 518 100.00- 0.6000 0.6000 120.00 T16 29 1 5/8 100.00- 0.6000 0.6000 120.00 T16 30 1 5/8 100.00- 0.6000 0.6000 120.00 T16 31 11/4 100.00- 0.6000 0.6000 120.00 T16 32 1 5/8 100.00- 0.6000 0.6000 120.00 T16 33 1 5/8 100.00- 0.6000 0.6000 120.00 T16 34 1 518 100.00- 0.6000 0.6000 120.00 T16 35 1 518 100.00- 0.6000 0.6000 '+ 120.00 ' T17 1 1 5/8 80.00 - 0.6000 0.6000 100.00 ' T17 2 1 518 80.00 - 0.6000 0.6000 100.00 T17 3 1 5/8 80.00 - 0.6000 0.6000 100.00 T17 4 1 5/8 80.00 - 0.6000 0.6000 100.00 T17 5 1 5/8 80.00 - 0.6000 0.6000 100.00 T17 6 3/8 80.00 - 0.6000 0.6000 100.00 T17 7 3/8 80.00 - 0.6000 0.6000 100.00 T17 8 7/8 80.00 - 0.6000 0.6000 100.00 T17 9 LDF2-50A (3/8 FOAM) 80.00 - 0.6000 0.6000 100.00 T17 10 1 5/8 80.00 - 0.6000 0.6000 100.00 T17 11 1 5/8 80.00 - 0.6000 0.6000 Page 35 July 17, 2015 Rigorous Structural Analysis Report- Perizon: 62713-Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Descripdon Feed Line Segment Elev. K. No Ice K. Ice 100.00 T17 12 39mm Hybrid (1.535h) 80.00- 0.6000 0.6000 100.00 T17 13 1 518 80.00- 0.6000 0.6000 100.00 T17 14 7/8 80.00- 0.6000 0.6000 100.00 T17 15 LDF1-50A(1/4 FOAM) 80.00- 0.6000 0.6000 100.00 T17 16 1 5/8 80.00- 0.6000 0.6000 100.00 T17 17 518 80.00- 0.6000 0.6000 100.00 T17 18 5/8 80.00- 0.6000 0.6000 100.00 T17 19 LDFl-50A (1/4 FOAM) 80.00- 0.6000 0.6000 100.00 T17 20 LDF4-50A (112 FOAM) 80.00- 0.6000 0.6000 100.00 T17 21 7/8 80.00- 0.6000 0.6000 100.00 T17 22 7/8 80.00- 0.6000 0.6000 100.00 T17 23 7/8 80.00- 0.6000 0.6000 100.00 T17 24 7/8 80.00- 0.6000 0.6000 100.00 T17 25 LDF4-50A (1/2 FOAM) 80.00- 0.6000 0.6000 97.00 T17 26 1 518 80.00- 0.6000 0.6000 100.00 T17 27 1 5/8 80.00- 0.6000 0.6000 100.00 T17 28 1 518 80.00- 0.6000 0.6000 100.00 T17 29 1 518 80.00- 0.6000 0.6000 100.00 T17 30 1 5/8 80.00- 0.6000 0.6000 100.00 T17 31 11/4 80.00- 0.6000 0.6000 100.00 T17 32 1 5/8 80.00- 0.6000 0.6000 100.00 T17 33 1 5/8 80.00- 0.6000 0.6000 100.00 T17 34 1 5/8 80.00- 0.6000 0.6000 100.00 T17 35 1 5/8 80.00- 0.6000 0.6000 100.00 T18 1 1 5/8 60.00 - 0.6000 0.6000 80.00 T18 2 1 5/8 60.00 - 0.6000 0.6000 80.00 T18 3 1 518 60.00 - 0.6000 0.6000 80.00 T18 4 1 5/8 60.00 - 0.6000 0.6000 80.00 T18 5 1 518 60.00 - 0.6000 0.6000 Page 36 July 17. 2015 1 1 � Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporadon Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 80.00 T18 6 3/8 60.00- 0.6000 0.6000 80.00 T18 7 318 60.00- 0.6000 0.6000 80.00 T18 8 7/8 60.00- 0.6000 0.6000 80.00 T18 9 LDF2-50A (3/8 FOAM) 60.00- 0.6000 0.6000 80.00 T18 10 15/8 60.00- 0.6000 0.6000 80.00 T18 11 1 5/8 60.00- 0.6000 0.6000 80.00 T18 12 39mm Hybrid (1.535in) 60.00- 0.6000 0.6000 80.00 T18 13 1 5/8 60.00- 0.6000 0.6000 80.00 T18 14 7/8 60.00- 0.6000 0.6000 80.00 T18 15 LDFI-50A (1/4 FOAM) 60.00- 0.6000 0.6000 80.00 T18 16 1 518 60.00- 0.6000 0.6000 80.00 T18 17 5/8 60.00- 0.6000 0.6000 80.00 T18 18 5/8 60.00- 0.6000 0.6000 80.00 T18 19 LDFl-50A (1/4 FOAM) 60.00- 0.6000 0.6000 80.00 T18 20 LDF4-50A (1/2 FOAM) 60.00- 0.6000 0.6000 80.00 T18 21 7/8 60.00- 0.6000 0.6000 80.00 T18 22 7/8 60.00- 0.6000 0.6000 80.00 T18 23 7/8 60.00- 0.6000 0.6000 80.00 T18 24 718 60.00- 0.6000 0.6000 80.00 T18. 25', LDF4-50A(1/2 F0AM) 60.00- 0.6000 0.6000 80.00 T18 26 1 618 60.00- 0.6000 0.6000 80.00 T18 27 1 5/8 60.00- 0.6000 0.6000 80.00 T18 28 1518 60.00- 0.6000 0.6000 80.00 T18 29 1 5/8 60.00- 0.6000 0.6000 80.00 T18 30 15/8 60.00- 0.6000 0.6000 80.00 T18 31 11/4 60.00- 0.6000 0.6000 80.00 T18 32 1 5/8 60.00- 0.6000 0.6000 80.00 T18 33 1 5/8 60.00 - 0.6000 0.6000 80.00 T18 34 15/8 60.00-- 0.6000 0.6000 Page 37 July 17. 2015 Rigorous Structural Analysis Report- Perizon: 62713 -Spain Traver CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 80.00 T18 35 1 5/8 60.00- 0.6000 0.6000 80.00 T19 1 1 518 40.00- 0.6000 0.6000 60.00 T19 2 1 518 40.00- 0.6000 0.6000 60.00 T19 3 1 5/8 40.00- 0.6000 0.6000 60.00 T19 4 1 518 40.00- 0.6000 0.6000 60.00 T19 5 1 5/8 40.00- 0.6000 0.6000 60.00 T19 6 318 40.00- 0.6000 0.6000 60.00 T19 7 318 40.00- 0.6000 0.6000 60.00 T19 8 7/8 40.00- 0.6000 0.6000 60.00 T19 9 LDF2-50A (318 FOAM) 40.00- 0.6000 0.6000 60.00 T19 10 1 5/8 40.00- 0.6000 0.6000 60.00 T19 11 1 518 40.00- 0.6000 0.6000 60.00 T19 12 39mm Hybrid (1.535in) 40.00- 0.6000 0.6000 60.00 T19 13 1 518 40.00- 0.6000 0.6000 60.00 T19 14 718 40.00- 0.6000 0.6000 60.00 T19 15 LDF1-50A(114 FOAM) 40.00- 0.6000 0.6000 60.00 T19 16 1 5/8 40.00- 0.6000 0.6000 60.00 T19 17 518 40.00- 0.6000 0.6000 60.00 T19 18 518 40.00- 0.6000 0.6000 60.00 T19 19 LDFl-50A(1/4 FOAM) 40.00- 0.6000 0.6000 60.00 T19 20 LDF4-50A (1/2 FOAM) 40.00- 0.6000 0.6000 60.00 T19 21 7/8 40.00- 0.6000 0.6000 60.00 T19 22 718 40.00- 0.6000 0.6000 60.00 T19 23 718 40.00- 0.6000 0.6000 60.00 T19 24 7/8 40.00- 0.6000 0.6000 60.00 T19 25 LDF4-50A (1/2 FOAM) 40.00- 0.6000 0.6000 60.00 T19 26 1 5/8 40.00- 0.6000 0.6000 60.00 T19 27 1 5/8 40.00- 0.6000 0.6000 60.00 T19 28 1 518 40.00- 0.6000 0.6000 Page 38 July 17, 2015 1 � _ Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Bev. Ke No Ice Ka Ice 60.00 T19 29 1 5/8 40.00- 0.6000 0.6000 60.00 T19 30 1 5/8 40.00- 0.6000 0.6000 60.00 T19 31 11/4 40.00- 0.6000 0.6000 60.00 T19 32 15/8 40.00- 0.6000 0.6000 60.00 T19 33 1 5/8 40.00- 0.6000 0.6000 60.00 T19 34 1 5/8 40.00- 0.6000 0.6000 60.00 T19 35 1 5/8 40.00- 0.6000 0.6000 60.00 T20 1 1 5/8 20.00- 0.6000 0.6000 40.00 T20 2 1 518 20.00- 0.6000 0.6000 40.00 T20 3 1 518 20.00- 0.6000 0.6000 40.00 T20 4 1 518 20.00- 0.6000 0.6000 40.00 T20 5 1 518 20.00 - 0.6000 0.6000 40.00 T20 6 3/8 20.00- 0.6000 0.6000 40.00 T20 7 318 20.00- 0.6000 0.6000 40.00 T20 8 718 20.00- 0.6000 0.6000 40.00 T20 9 LDF2-50A (318 FOAM) 20.00- 0.6000 0.6000 40.00 T20 10 1 5/8 20.00- 0.6000 0.6000 40.00 T20 11 1 518 20.00 - 0.6000 0.6000 40.00 _ T20 _ 12 :39mm Hybrid (1.535in) 20.00- 0.6000 0.6000 40.00 1 T20 13 `• 1 5/8 20.00- 0.6000 0.6000 40.00 T20 14 7/8 20.00- 0.6000 0.6000 40.00 T20 15 LDFl-50A(1/4 FOAM) 20.00- 0.6000 0.6000 40.00 T20 16 1 518 20.00- 0.6000 0.6000 40.00 T20 17 518 20.00- 0.6000 0.6000 40.00 T20 18 518 20.00- 0.6000 0.6000 40.00 T20 19 LDFl-50A(114 FOAM) 20.00- 0.6000 0.6000 40.00 T20 20 LDF4-50A (1/2 FOAM) 20.00- 0.6000 0.6000 40.00 T20 21 7/8 20.00- 0.6000 0.6000 40.00 T20 22 7/8 20.00- 0.6000 0.6000 Page 39 July 17, 2015 Rigorous Structural Analysis Report - Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice KU Ice 40.00 T20 23 7/8 20.00 - 0.6000 0.6000 40.00 T20 24 7/8 20.00 - 0.6000 0.6000 40.00 T20 25 LDF4-50A (1/2 FOAM) 20.00 - 0.6000 0.6000 40.00 T20 26 1 518 20.00 - 0.6000 0.6000 40.00 T20 27 1 5/8 20.00 - 0.6000 0.6000 40.00 T20 28 1 518 20.00 - 0.6000 0.6000 40.00 T20 29 1 5/8 20.00 - 0.6000 0.6000 40.00 T20 30 1 518 20.00 - 0.6000 0.6000 40.00 T20 31 1 1/4 20.00 - 0.6000 0.6000 40.00 T20 32 1 518 20.00 - 0.6000 0.6000 40.00 T20 33 1 518 20.00 - 0.6000 0.6000 40.00 T20 34 1 518 20.00 - 0.6000 0.6000 40.00 T20 35 1 518 20.00 - 0.6000 0.6000 40.00 T21 1 1 518 4.67 - 20.00 0.6000 0.6000 T21 2 1 518 4.67 - 20.00 0.6000 0.6000 T21 3 1 518 4.67 - 20.00 0.6000 0.6000 T21 4 1 518 4.67 - 20.00 0.6000 0.6000 T21 5 1 518 4.67 - 20.00 0.6000 0.6000 T21 6 318 4.67 - 20.00 0.6000 0.6000 T21 7 318 4.67 - 20.00 0.6000 0.6000 T21 8 7/8 4.67 - 20.00 0.6000 0.6000 T21 9 LDF2-50A (3/8 FOAM) 4.67 - 20.00 0.6000 0.6000 T21 10 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 11 1 518 4.67 - 20.00 0.6000 0.6000 T21 12 39mm HybHd(1.5351n) 4.67-20.00 0.6000 0.6000 T21 13 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 14 7/8 4.67 - 20.00 0.6000 0.6000 T21 15 LDFl-50A(1/4 FOAM) 4.67-20.00 0.6000 0.6000 T21 16 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 17 5/8 4.67 - 20.00 0.6000 0.6000 T21 18 5/8 4.67 - 20.00 0.6000 0.6000 T21 19 LDFl-50A(1/4 FOAM) 4.67-20.00 0.6000 0.6000 T21 20 LDF4-50A(1/2 FOAM) 4.67-20.00 0.6000 0.6000 T21 21 718 4.67 - 20.00 0.6000 0.6000 T21 22 7/8 4.67 - 20.00 0.6000 0.6000 T21 23 7/8 4.67 - 20.00 0.6000 0.6000 T21 24 7/8 4.67 - 20.00 0.6000 0.6000 T21 25 LDF4-50A(112 FOAM) 4.67-20.00 0.6000 0.6000 T21 26 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 27 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 28 1 518 4.67 - 20.00 0.6000 0.6000 T21 29 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 30 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 31 1 1/4 4.67 - 20.001 0.60001 0.6000 Page 40 July 17, 2015 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower CALTROP Corporation Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice Ka Ice T21 32 1 518 4.67 - 20.00 0.6000 0.6000 T21 33 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 34 1 5/8 4.67 - 20.00 0.6000 0.6000 T21 35 1 5/8 4.67 - 20.00 0.6000 0.6000 T22 1 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 2 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 3 1 518 0.00 - 4.67 0.6000 0.6000 T22 4 1 518 0.00 - 4.67 0.6000 0.6000 T22 5 1 518 0.00 - 4.67 0.6000 0.6000 T22 6 3/8 0.00 - 4.67 0.6000 0.6000 T22 7 318 0.00 - 4.67 0.6000 0.6000 T22 8 7/8 0.00 - 4.67 0.6000 0.6000 T22 9 LDF2-50A (3/8 FOAM) 0.00 - 4.67 0.6000 0.6000 T22 10 1 518 0.00 - 4.67 0.6000 0.6000 T22 11 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 12 39mm Hybrid(1.535in) 0.00-4.67 0.6000 0.6000 T22 13 1 518 0.00 - 4.67 0.6000 0.6000 T22 14 7/8 0.00 - 4.67 0.6000 0.6000 T22 15 LDF1-50A(114 FOAM) 0.00-4.67 0.6000 0.6000 T22 16 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 17 5/8 0.00 - 4.67 0.6000 0.6000 T22 18 5/8 0.00 - 4.67 0.6000 0.6000 T22 19 LDFl-50A(1/4 FOAM) 0.00-4.67 0.6000 0.6000 T22 20 LDF4-50A (1/2 FOAM) 0.00 - 4.67 0.6000 0.6000 T22 21 7/8 0.00 - 4.67 ` 0.6000 0.6000 T22 22 718 0.00 - 4.67 0.6000 0.6000 T22 23 7/8 0.00 - 4.67 0.6000 0.6000 T22 24 7/8 0.00 - 4.67 0.6000 0.6000 T22 25 LDF4-50A (1/2 FOAM) 0.00 - 4.67 0,6000 0.6000 T22 26 1 518 0.00 - 4.67 0.6000 0.6000 T22 27 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 28 1 518 0.00 - 4.67 0.6000 0.6000 T22 29 1 518 0.00 - 4.67 0.6000 0.6000 T22 30 1 5/8 0.00 - 4.67 0.6000 0.6000 T22 31 _ 1 1/4 0.00 - 4.67 0.6000 0.6000 T22 32 1 518 0.00 - 4.67 0.6000 0.6000 T22 33 " 1 518 0.00 - 4.67 0.6000 0.6000 T22 34 1 5/8 0.00 - 4.67 0.6000 0.6000 ' T22 35 1 5/8 0.00 - 4.67 0.6000 0.6000 Discrete` Tower Loads - July 17, 2015 Description Face Offset Offsets: Azimuth Placement CAAA CAAA weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft Rr /t2 K ft ° ft Flash Beacon Lighting C None 0.0000 480.00 No Ice 2.70 2.70 0.05 DB224-E C From Leg 3.00 0.0000 442.00 No Ice 4.50 4.50 0.04 0.00 Page 41 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower July 17, 2015 CALTROP Corporation Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert it ft ftz ftz K It it 0.00 Standoff 2' C None 0.0000 442.00 No Ice 0.30 0.30 0.01 Dipole 10' A From Leg 1.00 0.0000 441-.50 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff 1' A None 0.0000 441.50 No Ice 0.13 0.13 0.01 Dipole 10' C From Leg 1.00 0.0000 422.50 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff 1' C None 0.0000 422.50 No Ice 0.13 0.13 0.01 Omni 10' by 3" B From Leg 6.00 0.0000 410.00 No Ice 2.00 2.00 0.04 0.00 0.00 Standoff 5' B None 0.0000 410.00 No Ice 0.79 0.79 0.02 Dipole 10' A From Leg 1.00 0.0000 406.00 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff 1' A None 0.0000 406.00 No Ice 0.13 0.13 0.01 8-Bay Dipole B From Leg 2.00 0.0000 373.00 No Ice 5.40 5.40 0.08 0.00 0.00 Standoff 2' B None 0.0000 373.00 No Ice 0.30 0.30 0.01 4-Bay Dipole C From Leg 2.00 0.0000 370.50 No Ice 4.00 4.00 0.05 0.00 0.00 Standoff 2' C None 0.0000 370.50 No Ice 0.30 0.30 0.01 Omni 4' by 1.5" w/Pipe C From Leg 5.00 0.0000 356.00 No Ice 0.60 0.60 0.02 Mount 0.00 Standoff 5' C None 0.00 0.0000 356.00 No Ice L 9 2 Omni 12' by 3" A From Leg 1.00 0.0000 350.00 No IceHOF60 3 0.00 0.00 Standoff V A None 0.0000 350.00 No Ice 0.13 0.13 0.01 Omni 12' by 4" A From Leg 1.00 0.0000 337.00 No Ice 4.80 4.80 0.08 0.00 0.00 Standoff 1' A None 0.0000 337.00 No Ice 0.13 0.13 0.01 R55247 B From Leg 2.00 0.0000 317.00 No Ice 16.88 16.88 0.20 0.00 0.00 Standoff 2' B None 0.0000 317.00 No Ice 0.30 0.30 0.01 Flash Beacon Lighting B None 0.0000 242.00 No Ice 2.70 2.70 0.06 (2) 6' Yagi B None 0.0000 287.50 No Ice 1.50 1.50 0.03 (2) AXP 19-60-2 A From Face 3.00 0.0000 226.00 No Ice 4.86 3.40 0.02 (Verizon) 0.00 0.00 (2) AXP 19-60-2 B From Face 3.00 0.0000 226.00 No Ice 4.86 3.40 0.02 (Verizon) 0.00 0.00 (2) AXP 19-60-2 C From Face 3.00 0.0000 226.00 No Ice 4.86 3.40 0.02 (Verizon) 0.00 0.00 X7-665 A From Face 3.00 0.0000 226.00 No Ice 8.75 6.71 0.06 Page 42 Rigorous Structural Analysis Report- Verizon: 61713 - Spain Tower July 17. 2015 CALTROP Corporation Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert It it fe ta K It It (Verizon) 0.00 0.00 X7-665 B From Face 3.00 0.0000 226.00 No Ice 8.75 6.71 0.06 (Verizon) 0.00 0.00 X7-665 C From Face 3.00 0.0000 226.00 No Ice 8.75 6.71 0.06 (Verizon) 0.00 0.00 Rohn 6'x10' Boom Gate (3) A From Leg 0.00 0.0000 226.00 No Ice 47.40 47.40 1.62 (Verizon) 0.00 0.00 APXV18-206517S-C-A20 A From Face 5.00 0.0000 206.50 Noire 5.64 4.94 0.06 w/ Pipe 0.00 (T-Mobile) 0.00 APXV18-206517S-C-A20 B From Face 5.00 0.0000 206.50 No Ice 5.64 4.94 0.06 w/ Pipe 0.00 (T-Mobile) 0.00 APXV18-206517S-C-A20 C From Face 5.00 0.0000 206.50 No Ica 5.64 4.94 0.06 w/ Pipe 0.00 (T-Mobile) 0.00 (2)APXI7DWV-17DWV-S- A From Face 5.00 0.0000 206.50 No Ice 9.68 5.00 0.05 E-A20 0.00 (T-Mobile) 0.00 (2)APXI7DWV-17DWV-S- B From Face 5.00 0.0000 206.50 No Ice 9.68 5.00 0.05 E-A20 0.00 (T-Mobile) 0.00 (2)APXI7DWV-17DWV-S- C From Face 5.00 0.0000 206.50 Noire 9.68 6.00 0.05 E-A20 0.00 (T-Mobile) 0.00 FRIG (RF Module) •` A, From Face 2.00 0.0000 206.50 No Ice 2.98 1.02 0.05 ,,(T-Mobile) 0.00 0.00 FRIG (RF Module) B From Face 2.00 0.0000 206.50 No Ice 2.98 1.02 0.05 (T-Mobile) 0.00 0.00 FRIG (RF Module) C From Face 2.00 0.0000 206.50 No Ice 2.98 1.02 0.05 (T-Mobile) 0.00 0.00 FXxx (RF Module) A From Face 2.00 0.0000 206.50 No Ice 4.17 1.12 0.06 (T-Mobile) 0.00 0.00 FXxx (RF Module) B From Face 2.00 0.0000 206.50 No Ice 4.17 1.12 0.06 (T-Mobile) 0.00 0.00 FXxx (RF Module) C From Face 2.00 0.0000 206.50 No Ice 4.17 1.12 0.06 (T-Mobile) 0.00 0.00 (2) ATMAP1412D-tA20 A From Face 5.00 0.0000 206.50 Noire 1.17 0.47 0.01 (TMA) 0.00 (T-Mobile) 0.00 (2) ATMAP1412D-1A20 B From Face 5.00 0.0000 206.50 No Ice 1.17 0.47 0.01 (TMA) 0.00 (T-Mobile) 0.00 (2) ATMAP1412D-1A20 C From Face 5.00 0.0000 206.50 No Ice 1.17 0.47 0.01 Page 43 Rigorous Structural Analysis Report- VerCon: 62713-Spain Tower July 17, 2015 CALTROP Corporation Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft fit ft' K ft o ft Pis' ryrypp go N� o (TMA) 0.00 (T-Mobile) 0.00 ASU9338TYP0l C From Face 2.00 0.0000 206.50 No Ice 2.96 1.II8 2 (RNSNDC-7771-PF-48) 0.00 (COVP High) 0.00 (T-Mobile) Standoff Sector Mount 13' A From Leg 0.00 0.0000 206.50 No Ice 12.65 12.65 0.25 (T-Mobile) 0.00 0.00 Standoff Sector Mount 13' B From Leg 0.00 0.0000 206.50 No Ice 12.65 12.65 0.25 (T-Mobile) 0.00 0.00 Standoff Sector Mount 13' C From Leg 0.00 0.0000 206.50 No Ice 12.65 12.66 0.25 (T-Mobile) 0.00 0.00 (2) 800-10122 (AP14/17- A From Face 5.00 0.0000 195.00 No Ice 7.61 4.92 0.06 880/1940/088D/ADT/XXP) 0.00 (AT&T) 0.00 (2) 800-10122 (AP14/17- B From Face 5.00 0.0000 195.00 No Ice 7.61 4.92 0.06 880/1940/088D/ADT/XXP) 0.00 (AT&T) 0.00 (2) 800-10122 (AP14/17- C From Face 5.00 0.0000 195.00 No Ice 7.61 4.92 0.06 880/19401088D/ADT/XXP) 0.00 (AT&T) 0.00 800-10764 A From Face 5.00 0.0000 195.00 No Ice 5.99 3.17 0.05 (AT&T) 0.00 0.00 800-10764 B From Face 5.00 0.0000 195.00 No Ice 5.99 3.17 0.05 (AT&T) 0.00 0.00 800-10764 C From Face 5.00 0.0000 195.00 No Ice 5.99 3.17 0.05 (AT&T) 0.00 0.00 (2) ATM19801712-0 (TMA) A From Face 5.00 0.0000 195.00 No Ice 1.12 0.58 0.02 (AT&T) 0.00 0.00 (2) ATM19801712-0 (TMA) B From Face 5.00 0.0000 195.00 No Ice 1.12 0.58 0.02 (AT&T) 0.00 0.00 (2) ATM19801712-0 (TMA) C From Face 5.00 0.0000 195.00 No Ice 1.12 0.58 0.02 (AT&T) 0.00 0.00 (2) FDGW5504/3C-3 A From Face 5.00 0.0000 195.00 No Ice 0.39 0.08 0.00 (diplexer) 0.00 (AT&T) 0.00 (2) FDGW5504/3C-3 B From Face 5.00 0.0000 195.00 No Ice 0.39 0.08 0.00 (diplexer) 0.00 (AT&T) 0.00 (2) FDGW5504/3C-3 C From Face 5.00 0.0000 195.00 No Ice 0.39 0.08 0.00 (diplexer) 0.00 (AT&T) 0.00 (4)860 10025 A From Face 5.00 0.0000 195.00 No Ice 0.16 0.14 0.00 (AT&T) 0.00 0.00 Page 44 Rigorous Structurat Analysis Report - Perizon: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral t Vert it R fie fie K R ft (4) 860 10025 _ B From Face 5.00 0.0000 195.00 No Ice 0.16 0.14 0.00 (AT&T), 0.00 0.00 (4) 860 10025 C From Face 6.00 0.0000 195.00 No Ice 0.16 0.14 0.00 (AT&T) 0.00 0.00 RRUS-11 (2, stacked) A From Face 2.00 0.0000 195.00 No Ice 2.94 3.04 0.11 (AT&T) 0.00 0.00 RRUS-11 (2, stacked) B From Face 2.00 0.0000 195.00 No Ice 2.94 3.04 0.11 (AT&T) 0.00 0.00 RRUS-11 (2, stacked) C From Face 2.00 0.0000 195.00 No Ice 2.94 3.04 0.11 (AT&T) 0.00 0.00 Raycap DC6-48-60-18-8F C From Face 2.00 0.0000 195.00 No Ice 1.47 1.47 0.02 (AT&T) 0.00 0.00 Rohn 6'x15' Boom Gate (3) A None 0.0000 195.00 No Ice 53.20 53.20 1.79 (AT&T) (2) AP18-1900/090D A From Leg 4.00 0.0000 172.50 No Ice 5.30 3.69 0.04 w/Mount Pipe 0.00 (Sprint) 0.00 (2) AP18-1900/090D B From Leg 4.00 0.0000 172.50 No Ice 5.30 3.69 0.04 w/Mount Pipe 0.00 (Sprint) 0.00 (2) AP18-1900/090D C From Leg 4.00 0.0000 172.50 No Ice 5.30 3.69 0.04 w/Mount Pipe 0.00 (Sprint) 0.00 APXV9ERR18-C A From Leg 4.00 0.0000 172.50 No Ice 8.26 5.28 0.06 (Sprint) 0.00 0.00 APXV9ERR18-C B From Leg 4.00 0.0000 172.50 No Ice 8.26 5.28 0.06 (Sprint) 0.00 0.00 APXV9ERR18-C C From Leg 4.00 0.0000 172.50 No Ice 8.26 5.28 0.06 (Sprint) 0.00 0.00 (3) ACU-A20-N (RET) A From Leg 4.00 0.0000 172.50 No Ice 0.08 0.14 0.00 (Sprint) 0.00 0.00 (3) ACU-A20-N (RET) B From Leg 4.00 0.0000 172.50 No Ice 0.08 0.14 0.00 (Sprint) 0.00 0.00 (3) ACU-A20-N (RET) C From Leg 4.00 0.0000 172.50 No Ice 0.08 0.14 0.00 (Sprint) 0.00 0.00 (2) RRUS-11 (2, stacked) A From Leg 4.00 0.0000 172.50 No Ice 2.94 3.04 0.11 (Sprint) 0.00 0.00 (2) RRUS-11 (2, stacked) B From Leg 4.00 0.0000 172.60 No Ice 2.94 3.04 0.11 (Sprint) 0.00 0.00 (2) RRUS-11 (2, stacked) C From Leg 4.00 0.0000 172.50 No Ice 2.94 3.04 0.11 Page 45 Rigorous Structural Analysis Report- Verizan: 62713-Spain Tower July 17. 2015 CALTROP Corporation Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert it it ftr ft2 K ft ft (Sprint) 0.00 0.00 RRUS-A2 Module (side) A From Leg 4.00 0.0000 172.50 No Ice 0.50 1.87 0.02 (Sprint) 0.00 0.00 RRUS-A2 Module (side) B From Leg 4.00 0.0000 172.50 No Ice 0.50 1.87 0.02 (Sprint) 0.00 0.00 RRUS-A2 Module (side) C From Leg 4.00 0.0000 172.50 No Ice 0.50 1.87 0.02 (Sprint) 0.00 0.00 IBC1900HG-1 (Combiner) A From Leg 4.00 0.0000 172.50 No Ice 1.38 0.41 0.02 (Sprint) 0.00 0.00 IBC1900HG-1 (Combiner) B From Leg 4.00 0.0000 172.50 No Ice 1.38 0.41 0.02 (Sprint) 0.00 0.00 IBC1900HG-1 (Combiner) C From Leg 4.00 0.0000 172.50 No Ice 1.38 0.41 0.02 (Sprint) 0.00 0.00 800 SMR Filter A From Leg 4.00 0.0000 172.50 No Ice 0.30 0.84 0.02 (Sprint) 0.00 0.00 800 SMR Filter B From Leg 4.00 0.0000 172.60 No Ice 0.30 0.84 0.02 (Sprint) 0.00 0.00 800 SMR Filter C From Leg 4.00 0.0000 172.50 No Ice 0.30 0.84 0.02 (Sprint) 0.00 0.00 Valmont 13' Standoff A None Frame (3) (Sprint) 3' Yagi C From Leg Standoff 2' C From Leg b)(rAIrNi YP�.Tr1•�R7['2t�-'S�4r)�S�4riNN: 2.00 0.0000 116.50 No Ice 0.60 0.60 0.02 0.00 0.00 0.00 0.0000 116.50 No Ice 0.30 0.30 0.01 0.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft it ft It, K GP6F-21A B Grid From 0.00 0.0000 104.50 6.00 No Ice 28.30 0.20 Leg 0.00 0.00 Page 46 Rigorous Structural Analysis Report- Verizon: 61713-Spain Tower CALTROP Corporation July 17. 2015 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ° ft ft ft2 K GP6F-21A B Grid From 0.00 0.0000 97.50 6.00 No Ice 28.30 0.20 Leg 0.00 Force Totals Does not include forces on guys) Load Case Vertical Forces K Sum of Forces X K Sum of Forces Z K Sum of Torques kip-ft Leg Weight 20.10 Bracing Weight 10.75 Total Member Self -Weight 30.86 Guy Weight 11.99 _ Total Weight 68.59 Wind 0 deg - No Ice -0.03 -85.20 -7.09 Wind 30 deg- No Ice 44.59 -77.26 -9.57 Wind 60 deg - No Ice 76.87 44.42 -7.37 Wind 90 deg - No Ice 87.77 0.03 -3.53 Wind 120 deg - No Ice 74.36 43.07 0.46 Wind 160 deg - No Ice 43.63 75.75 4.52 Wind 180 deg - No Ice 0.08 84.63 7.14 Wind 210 deg - No Ice -44.41 77.36 9.57 Wind 240 deg - No Ice -77.33 44.75 7.33 Wind 270 deg - No Ice -87.77 0.04 3.39 Wind 300 deg - No Ice -73.74 -42.71 -0.47 Wind 330 deg - No Ice 43.58 -75.78 -4.38 Total Weight 68.59 -0.01 -20.61 -1.72 Wind 0 deg - Service Wind 30 deg - Service 10.78 -18.69 -2.31 Wind 60 deg - Service 18.59 -10.74 -1.78 Wind 90 deg - Service 21.23 0.01 -0.85 Wind 120 deg - Service 17.99 10.42 0.11 Wind 150 deg - Service 10.55 18.32 1.09 Wind 180 deg*- Service 0.02 20.47 1.73 Wind 210 deg - Service -10.74 18.71 2.31 Wind 240 deg - Service -18.70 10.82 1.77 Wintl270 deg - Service• -21.23 0.01 0.82 Wind 300 deg -'Service -17.84 -10.33 -0.11 Wind 330 deg -Service -10.54 -18.33 -1.06 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy Page 47 Rigoroar Structural Analysis Report- Verizon: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Comb. Description No. 4 1.2 Dead+1.6 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy 7 1.2 Dead+1.6 Wind 150 deg -No Ice+1.0 Guy 8 1.2 Dead+1.6 Wind 180 deg - No Ice+1.0 Guy 9 1.2 Dead+1.6 Wind 210 deg -No Ice+1.0 Guy 10 1.2 Dead+1.6 Wind 240 deg -No Ice+1.0 Guy 11 1.2 Dead+1.6 Wind 270 deg -No Ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg -No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg - No Ice+1.0 Guy 14 Dead+Wind 0deg -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 (lC()PY 23 Dead+Wind 270 deg - Service+Guy 24 Dead+Wind 300 deg - Service+Guy 25 Dead+Wind 330 deg - Service+Guy Maximum Reactions. Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Mast Max. Vert 2 379.46 -0.07 3.28 Max. H. 12 332.24 5.30 3.09 Max. H. 3 362.57 -3.42 3.31 Max. M. 1 0.00 -0.05 -0.02 Max. M. 1 0.00 -0.05 -0.02 Max. Torsion 3 4.82 -3.42 3.31 Min. Vert 1 182.00 -0.05 -0.02 Min. H. 4 332.30 -5.44 3.15 Min. H. 8 332.60 -0.02 -6.25 Min. M. 1 0.00 -0.05 -0.02 Min. M. 1 0.00 -0.05 -0.02 Min. Torsion 8 -6.09 -0.02 -6.25 Guy C @ 250 ft Max. Vert 10 -18.24 -8.02 4.63 Elev 0 It Azimuth 240 deg Max. H. 10 -18.24 -8.02 4.63 Max. H. 3 -163.62 -169.43 102.62 Min. Vert 4 -164.22 -168.25 97.17 Min. Hx 5 -163.19 -174.04 95.73 Min. H. 10 -18.24 -8.02 4.63 Guy B @ 250 ft Max. Vert 6 -18.33 8.06 4.65 Elev 0 ft Azimuth 120 deg Max. H. 11 -163.20 174.11 95.77 Max. H. 13 -163.60 170.20 103.03 Min. Vert 12 -164.09 168.59 97.34 Min. H. 6 -18.33 8.06 4.65 Min. H. 6 -18.33 8.06 4.65 Page 48 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17, 2015 CALTROP Corporation Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Guy A @ 250 ft Max. Vert 2 -18.13 -0.00 -9.19 Elev 0 ft Azimuth 0 deg Max. H. 11 -94.30 8.37 -107.43 Max. H. 2 -18.13 -0.00 -9.19 Min. Vert 8 -164.66 0.02 -194.61 Min. H. 5 -93.94 -8.37 -107.44 Min. Hz 7 -163.70 -4.11 -198.94 Tower Mast Reaction Summary. Torque Load Vertical Shea, Shea, Overturning Overturning Combination Moment, M, Moment, M. • K K K kip -It kip-ft kip-ft Dead Only • • 182.00 0.05 0.02 0.00 0.00 -0.00 1.2 Dead+1.6 Wind 0 deg - ., _.� 379.46 0.07 -3.28 0.00 0.00 -4.34 No Ice+1•.0 Guy ' ' 1.2 Dead+1.6 Wind 30 deg - 362.57 3.42 -3.31 0.00 0.00 -4.82 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 60 deg - 332.30 5.44 -3.15 0.00 0.00 -4.20 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 90 deg - 361.94 4.55 -1.28 0.00 0.00 -1.79 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 120 deg 378.56 2.86 1.63 0.00 0.00 1.10 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 150 deg 362.32 1.17 4.54 0.00 0.00 3.84 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 180 deg 332.60 0.02 6.25 0.00 0.00 5.09 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg 362.32 -1.14 4.59 0.00 0.00 4.81 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 240 deg 378.77 -2.80 1.68 0.00 0.00 3.54 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 270 deg 362.21 -4.41 -1.25 0.00 0.00 1.75 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 300 deg 332.24 -5.30 -3.09 0.00 0.00 -1.25 - No Ice+1.0 Guy 1.2 Dead+1.6 Wind 330 deg 362.83 -3.27 -3.21 0.00 0.00 -3.79 - No Ice+1.0 Guy Dead+Wind 0 deg - 186.60 0.06 -1.27 0.00 0.00 -0.98 Service+Guy Dead+Wind 30 deg - 186.44 0.69 -1.11 0.00 0.00 -1.06 Service+Guy Dead+Wind 60 deg - 186.38 1.15 -0.62 0.00 0.00 -0.84 Service+Guy Dead+Wind 90 deg - 186.48 1.35 0.02 0.00 0.00 -0.43 Service+Guy Dead+Wind 120 deg - 186.65 1.16 0.66 0.00 0.00 0.22 Service+Guy Dead+Wind 150 deg - 186.48 0.71 1.13 0.00 0.00 0.83 Service+Guy Dead+Wind 180 deg - 186.39 0.05 1.29 0.00 0.00 0.99 Service+Guy Dead+Wind 210 deg - 186.46 -0.60 1.13 0.00 0.00 1.06 Page 49 Rigorous Structural Analysis Report- Vernon: 62713- Spain Tower July 17, 2015 CAL TROP Corporation Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment, M. Dead+Wind 240 deg - 186.63 -1.06 0.66 0.00 0.00 0.83 Service+Guy Dead+Wind 270 deg - 186.48 -1.24 0.03 0.00 0.00 0.41 Service+Guy Dead+Wind 300 deg - 186.40 -1.04 -0.62 0.00 0.00 -0.22 Service+Guy Dead+Wind 330 deg - 186.46 -0.58 -1.11 0.00 0.00 -0.82 Service+Guy Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -68.58 0.00 0.00 68.58 0.00 0.002% 2 -0.04 -81.26 -175.47 0.04 81.26 175.46 0.005% 3 87.40 -79.90 -151.44 -87.41 79.90 151.43 0.005% 4 150.86 -78.55 -87.16 -150.86 78.55 87.15 0.004% 5 176.12 -79.90 0.04 -175.12 79.90 -0.04 0.005% 6 151.99 -81.26 87.97 -151.98 81.26 -87.96 0.006% 7 87.60 -79.90 152.01 -87.59 79.90 -152.01 0.005% 8 0.13 -78.55 174.55 -0.14 78.55 -174.56 0.004% 9 -87.13 -79.90 151.60 87.12 79.90 -151.60 0.005% 10 -151.61 -81.26 87.70 151.60 81.26 -87.69 0.006% 11 -175.12 -79.90 0.06 175.12 79.90 -0.05 0.005% 12 -151.00 -78.55 -87.40 151.01 78.55 87.39 0.004% 13 -87.51 -79.90 -152.06 87.51 79.90 152.05 0.006% 14 -0.01 -68.79 -26.53 0.01 68.79 26.53 0.002% 15 13.21 -68.58 -22.89 -13.21 68.58 22.89 0.001% 16 22.81 -68.38 -13.18 -22.80 68.38 13.18 0.001% 17 26.47 -68.58 0.01 -26.47 68.58 -0.01 0.001% 18 22.98 -68.79 13.30 -22.98 68.79 -13.30 0.002% 19 13.24 -68.58 22.98 -13.24 68.58 -22.98 0.001% 20 0.02 -68.38 26.39 -0.02 68.38 -26.39 0.001% 21 -13.17 -68.58 22.92 13.17 68.58 -22.92 0.001% 22 -22.92 -68.79 13.26 22.92 68.79 -13.26 0.002% 23 -26.47 -68.58 0.01 26.47 6688.58 -0.01 0.001% 25 -13.23 -68.58 -22.99 13.23 145 r A 0 ", Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 10 0.00000001 0.00003912 2 Yes 66 0.00009084 0.00005643 3 Yes 65 0.00009122 0.00004917 4 Yes 38 0.00009720 0.00004111 5 Yes 64 0.00009383 0.00004937 6 Yes 65 0.00009568 0.00005837 7 Yes 64 0.00009694 0.00005121 Page 50 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17, 2015 CALTROP Corporation 8 Yes 29 0.00009081 0.00003725 9 Yes 64 0.00009975 0.00005334 10 Yes 65 0.00009770 0.00006014 11 Yes 64 0.00009439 0.00005007 12 Yes 33 0.00009268 0.00003994 13 Yes 64 0.00009853 0.00005290 14 Yes 18 0.00000001 0.00001410 15 Yes 27 0.00000001 0.00001631 16 Yes 28 0.00000001 0.00001702 17 Yes 27 0.00000001 0.00001638 18 Yes 18 0.00000001 0.00001656 19 Yes 27 0.00000001 0.00001739 20 Yes 28 0.00000001 0.00001763 21 Yes 27 0.00000001 0.00001733 22 Yes 18 0.00000001 0.00001650 23 Yes .26 0.00000001 0.00001954 24 Yes 28 0.00000001 0.00001667 25 Yes 26 0.00000001 0.00001956 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K L1 480 Latticed Pole A325X 0.6250 5 0.00 20.71 0.000 ✓ 1 Bolt Tension Leg L2 460 Latticed Pole A325X 0.6250 5 1.82 20.71 0.088 ✓ 1 Bolt Tension Leg 1-3 440 Latticed Pole A325N 0.6250 5 3.45 20.71 0.166 ✓ 1 Bolt Tension Leg T1 400 Leg A325X 0.6250 5 4.04 20.71 0.195 ✓ 1 Bolt Tension T2 380 Leg A325X 0.6250 5 4.37 20.71 0.211 ✓ 1 Bolt Tension T3 360 Leg A325X 0.6250 5 4.70 20.71 0.227 ✓ 1 Bolt Tension T4 340 Leg A325X 0.6250 5 5.85 20.71 0.282 ✓ 1 Bolt Tension Top Guy Pull- A325N 1.0000 1 7.22 31.81 0.227 ✓ 1 Bolt Shear Off@339.667 T5 320 Leg A325X 0.6250 5 6.74 20.71 0277 ✓ 1 Bolt Tension T6 _ 300 Leg A325X 0.6250 5 6.29 20.71 0.304 ✓ 1 Bolt Tension T7. ,- , 280 Leg A325X 0.6250 5 7.53 20.71 0.364 ✓ 1 Bolt Tension T8- .260 Leg _ _ A325X 0.6250 5 5.57 20.71 0.269 ✓ 1 Bolt Tension T9 240 Leg A325X 0.6250 5 4.67 20.71 0.226 ✓ 1 Bolt Tension T10 220 Leg A325X 0.6250 5 4.83 20.71 0.233 ✓ 1 Bolt Tension Ttt 200 Leg A325X 0.6250 5 7.29 20.71 0.352 ✓ 1 Bolt Tension T12 192.5 Leg A325X 0.6250 5 6.62 20.71 0.320 ✓ 1 Bolt Tension T13 180 Leg A325X 0.6250 5 6.14 20.71 0.297 // 1 Bolt Tension T14 160 Leg A325X 0.6250 5 7.72 20.71 0.373 ✓ 1 Bolt Tension T15 140 Leg A325X 0.6250 5 7.40 20.71 0.357 ✓ 1 Bolt Tension T16 120 Leg A325X 0.6250 5 10.00 20.71 0.483 ✓ 1 Bolt Tension T17 100 Leg A325X 0.6250 5 11.70 20.71 0.565 ✓ 1 Bolt Tension Page 51 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Loadper Load Load Ratio ft in Bolts Bolt K Allowable K T18 80 Leg A325X 0.6250 5 9.51 20.71 0.459 ✓ 1 Bolt Tension T19 60 Leg A325X 0.6250 5 10.08 20.71 0.487 ✓ 1 Bolt Tension T20 40 Leg A325X 0.6250 5 12.36 20.71 0597 ✓ 1 Bolt Tension T21 20 Leg A325X 0.6250 5 11.61 20.71 0.560 ✓ 1 Bolt Tension T22 4.66667 Leg A325X 0.6250 5 8.70 9.97 1 Bolt Tension 0.872 :/ Guy Design Data 9 N...d a j S&j NEVIGMV :coon Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. 4 L S.F. S.F. ft K K K K L2 440.13 (A) 13/16 BS 8.00 80.00 33.15 48.00 1.000 1.448 (1587) 440.13 (B) 13116 BS 8.00 80.00 32.63 48.00 1.000 1.471 ✓ (1586) 440.13 (C) 13116 BS 8.00 80.00 32.87 48.00 1.000 1.460 ✓ (1585) T1 397.25 (A) 11/16 EHS 5.00 50.00 20.07 30.00 1.000 1.495 ✓ (1600) 397.25 (A) 11/16 EHS 5.00 50.00 19.98 30.00 1.000 1.501 ✓ (1601) 397.25 (B) 11/16 EHS 5.00 50.00 19.74 30.00 1.000 1.520 ✓ (1594) 397.25 (B) 11/16 EHS 5.00 50.00 19.89 30.00 1.000 1.508 ✓ (1595) 397.25 (C) 11/16 EHS 5.00 50.00 19.98 30.00 1.000 1.502 ✓ (1588) 397.25 (C) 11116 EHS 5.00 60.00 19.90 30.00 1.000 1.507 ✓ (1589) T4 339.67 (A) 11/16 8S 5.80 58.00 21.56 34.80 1.000 1.614 ✓ (1608) 339.67 (B) 11/16 BS 5.80 58.00 21.50 34.80 1.000 1.619 ✓ (1607) 339.67 (C) 11/16 BS 5.80 58.00 21.56 34.80 1.000 1.615 ✓ (1606) T7 279.67 (A) 3/4 BS 6.80 68.00 25.70 40.80 1.000 1.587 ✓ (1611) 279.67 (B) 314 BS 6.80 68.00 25.78 40.80 1.000 1.582 ✓ (1610) 279.67 (C) 314 BS 6.80 68.00 25.74 40.80 1.000 1.585 ✓ (1609) T10 219.67 (A) 11116 BS 5.80 58.00 26.73 34.80 1.000 1.302 ✓ (1614) 219.67 (B) 11/16 BS 5.80 58.00 26.75 34.80 1.000 1.301 ✓ (1613) 219.67 (C) 11/16 BS 5.80 58.00 26.69 34.80 1.000 1.304 ✓ (1612) T13 179.67 (A) 13/16 BS 7.20 80.00 41.21 48.00 1.000 ✓ (1617) 1.165 179.67 (B) 13/16 BS 7.20 80.00 41.21 48.00 1.000 1.165 ✓ Page 52 Rigorous Structural Analysis Report- Verizon.: 62713 - Spain Tower CALTROP Corporation July 17. 2015 Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. mT S.F. S.F. ft K K K K 179.67 (C) 13/16 BS 7.20 80.00 41.14 48.00 1.000 1/ (1615) 1.167 T15 137.33 (A) 13/16 BS 7.20 80.00 44.77 48.00 1.000 9/ (1623) 1 072 137.33 (B) 13/16 BS 7.20 80.00 44.76 48.00 1.000 (1622) 1.072 137.33 (C) 13/16 BS 7.20 80.00 44.75 48.00 1.000 1/ (1618) 1.073 T18 70.33 (A) 13/16 BS 7.20 80.00 41.05 48.00 1.000 V (1629) 1.169 70.33 (B) 13/16 B& - 7.20 80.00 41.06 48.00 1.000 V(1628)- '. 1.169 '. 70.33 (C) 13/16 BS . 7.20 80.00 41.05 48.00 1.000 ' (1624) - 1.169 Compression Checks Leg Design Data (Compression) Section Elevation Size L L„ K11r A Mast P. mp„ Ratio No. Stability P. It ft /t inz Index K K TpT L1 480 - 460 1 112 20.00 1.65 52.7 1.7672 0.98 -9.54 63.83 0.149 K=1.00 L2 460 - 440 2SR + Half 2XX 20.00 1.65 35.5 4.2400 0.85 -51.69 148.21 0.349' Pipe K=1.00 L3 440-420 2SR+Half 2STD 20.00 1.65 37.3 3.6700 0.98 -61.25 146.33 0.419' Pipe K=1.00 L4 420-400 21/2 20.00 1.65 31.6 4.9087 0.98 -100.97 202.09 0.500' K=1.00 V Tt 400-380 21/4 20.00 2.33 49.8 3.9761 1.00 -70.22 149.27 0.470' K=1.00 V T2 380 - 360 2 20.00 2.33 56.0 3.1416 1.00 -69.44 112.40 0.618' K=1.00 V T3 360 - 340 2 20.00 2.33 56.0 3.1416 1.00 -85.58 112.40 0.761 ' K=1.00 V T4 340 - 320 2 20.00 2.33 56.0 3.1416 1.00 -90.26 112.40 0.803, K=1.00 V T5 320 -300 2 20.00 2.33 56.0 3.1416 1.00 -92.87 112.40 0.826 ' K=1.00 t/ T6 300 -280 2 20.00 2.33 56.0 3.1416 1.00 -110.83 112.40 0.986, K=1.00 V T7 280 - 260 2 114 20.00 2.33 49.8 3.9761 1.00 -113.10 149.27 0.758' K=1.00 V T8 260-240 21/4 20.00 2.33 49.8 3.9761 1.00 -83.58 149.27 0.560' K=1.00 V T9 240 - 220 2 114 20.00 2.33 49.8 3.9761 1.00 -74.34 149.27 0.498' Page 53 Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Section Elevation Size L L. KUr A Mast P. pP„ Ratio No. Stability P. /t R R in2 Index K K mp„ K=1.00 T10 220 - 200 2 114 20.00 2.33 49.8 3.9761 1.00 -109.98 149.27 0.737' K=1.00 6/ Ttt 200-192.6 21/4 7.60 2.39 61.0 3.9761 1.00 -109.31 147.98 0.739' K=1.00 V T12 192.5 - 180 2 1/4 12.50 2.30 49.1 3.9761 1.00 -99.36 150.04 0.6621 K=1.00 V T13 180-160 21/2 20.00 2.33 44.8 4.9087 1.00 -116.78 190.74 0.612' K=1.00 6/ T14 160 - 140 21/2 20.00 2.33 44.8 4.9087 1.00 -115.80 190.74 0.607 ' K=1.00 V T15 140 - 120 21/2 20.00 2.33 44.8 4.9087 1.00 -144.76 190.74 0.769 ' K=1.00 V T16 120 - 100 21/2 20.00 2.33 44.8 4.9087 1.00 -176.15 190.74 0.9231 K=1.00 I/ T17 100-80 21/2 20.00 2.33 44.8 4.9087 1.00 -175.47 190.74 0.920' K=1.00 V T18 80-60 21/2 20.00 2.33 44.8 4.9087 1.00 -147.58 190.74 0.774' K=1.00 V T19 60-40 2112 20.00 2.33 44.8 4.9087 1.00 -183.54 190.74 0.962' K=1.00 V T20 40 - 20 2 112 20.00 2.33 44.8 4.9087 1.00 -187.47 190.74 0.983' K=1.00 6/ T21 20-4.66667 21/2 15.33 2.33 44.8 4.9087 1.00 -174.09 190.74 0.913' K=1.00 V T22 4.66667-0 21/2 5.21 1.24 23.8 4.9087 0.95 -153.66 200.51 0.766' K=1.00 V P � if �P, controls I L P Y Diagonal Design Data (Compression) Section Elevation Size L L K11r A P„ �P„ Ratio No. P R tt R 0 K K W. L1 480 -460 112 2.59 1.21 81.6 0.1963 -0.63 4.48 0.141 K=0.70 V L2 460-440 0.5625SR + 0.75SR 2.59 1.16 57.5 0.6800 -2.68 18.51 0.145' K=0.70 V L3 440 - 420 9116 2.59 1.18 70.4 0.2485 -1.64 6.20 0.264' K=0.70 `/ L4 420 -400 3/4 2.59 1.16 52.0 0.4418 -2.75 12.42 0.222 ' K=0.70 V T1 400-380 7/8 4.63 2.21 84.7 0.6013 -1.24 13.35 0.093' K=0.70 (/ T2 380 - 360 3/4 4.63 2.22 99.4 0.4418 -1.44 8.61 0.169' K=0.70 V T3 360 - 340 3/4 4.63 2.22 99.4 0.4418 -2.48 8.51 0.292 ' K=0.70 Page 54 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Section Elevation Size L L„ KUr A P. Wn Ratio No. P. ft ft it ins K K hP- T4 340 - 320 314 4.63 2.22 99.4 0.4418 -0.85 8.51 0.100' K=0.70 `/ T5 320 - 300 314 4.63 2.22 99.4 0.4418 -2.20 8.51 0.258' K=0.70 V T6 300 - 280 3/4 4.63 2.22 99.4 0.4418 -3.07 8.51 0.361 ' K=0.70 t/ T7 280 - 260 314 4.63 2.21 98.9 0.4418 -3.72 8.56 0.436' K=0.70 V T8 260 -240 3/4 4.63 2.21 98.9 0.4418 -3.65 8.56 0.427 ' K=0.70 V T9 240 - 220 3/4 4.63 2.21 98.9 0.4418 -4.12 8.56 0.481 ' K=0.70 V T10 220-200 314 4.63 2.21 98.9 0.4418 -4.39 8.56 0.513' K=0.70 V T11 200 - 192.5 3/4 4.66 2.22 99.5 0.4418 -4.33 8.50 0.510 ' K=0.70 V T12 192.5 - 180 3/4 4.61 2.20 98.5 0.4418 -8.81 8.59 1.026' K=0.70 x 4.9-3 (1.03 CR) - 1017 T13 180 - 160 314 4.63 2.19 98.3 0.4418 -5.36 8.60 0.623' K=0.70 6/ T14 160 - 140 314 4.63 2.19 98.3 0.4418 -7.18 8.60 0.835' K=0.70 t/ T15 140 - 120 3/4 4.63 2.19 98.3 0.4418 -7.41 8.60 0.861 ' K=0.70 V T16 120 - 100 3/4 4.63 2.19 98.3 0.4418 -6.37 8.60 0.740' K=0.70 V T17 100 - 80 314 4.63 2.19 98.3 0.4418 -7.33 8.60 0.852 ' K=0.70 T18 •• 80-60 3/41, 4.63 2.19 98.3 0.4418 -7.82 8.60 0.909' T19 60 - 40 3/4 4.63 2.19 98.3 0.4418 -6.75 8.60 0.784' K=0.70 V T20 40 - 20 3/4 4.63 2.19 98.3 0.4418 -5.34 8.60 0.621 ' K=0.70 `/ T21 20 - 4.66667 3/4 4.63 2.19 98.3 0.4418 -8.85 8.60 1.029' K=0.70 �( 4.9-3 (1.03 CR) - 1526 T22 4.66667 - 0 3/4 1.76 1.06 47.4 0.4418 -5.94 12.72 0.467 ' K=0.70 V Secondary Horizontal Design Data (Compression) Section Elevation Size L L. KI/r A P. rpP„ Ratio No. P. ft It ft in' K K AP - Page 55 Rigorous Structural Analysis Report- Verizon: 61713 - Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Size L L„ KI/r A P. ¢P„ Ratio No. P /t It R inz K K p. L2 460 - 440 3/4 2.00 1.80 80.5 0.4418 -0.90 12.38 0.072 K=0.70 `/ T11 200 - 192.5 3/4 4.00 3.81 170.8 0.4418 -1.89 3.42 0.5531 K=0.70 6/ Top Girt Design Data Compression Section Elevation Size L L„ KI1r A P„ �P„ Ratio No. P R It R in' K K WP Ll 480 - 460 3/4 2.00 1.88 84.0 0.4418 -0.04 11.87 0.003 K=0.70 V L2 460 - 440 3/4 2.00 1.80 80.5 0.4418 -0.01 12.38 0.001 ' K=0.70 V T2 380- 360 1 4.00 3.83 128.8 0.7854 -0.03 10.70 0.0021 K=0.70 6/ T3 360 - 340 1 4.00 3.83 128.8 0.7854 -0.28 10.70 0.026 ' K=0.70 V TS 320 - 300 1 4.00 3.83 128.8 0.7854 -0.02 10.70 0.002 ' K=0.70 6/ T6 300 - 280 1 4.00 3.83 128.8 0.7854 -0.61 10.70 0.057 ' K=0.70 T8 260 -240 1 4.00 3.81 128.1 0.7854 -1.01 10.81 0.094 ' K=0.70 `/ T9 240 -220 1 4.00 3.81 128.1 0.7854 -0.35 10.81 0.032 ' K=0.70 `/ T11 200 - 192.5 1 4.00 3.81 128.1 0.7854 -0.14 10.81 0.0131 K=0.70 V T14 160 - 140 1 4.00 3.79 127.4 0.7854 -0.32 10.93 0.029' K=0.70 V T15 140 - 120 1 4.00 3.79 127.4 0.7854 -1.43 10.93 0.130 ' K=0.70 V T16 120 -100 1 4.00 3.79 127.4 0.7854 -1.61 10.93 0.147' K=0.70 T17 100 - 80 1 4.00 3.79 127.4 0.7854 -0.07 10.93 0.007' K=0.70 V T18 80-60 1 4.00 3.79 127.4 0.7854 -2.34 10.93 0.214' K=0.70 V T19 60 - 40 1 4.00 3.79 127.4 0.7854 -1.67 10.93 0.163 ' K=0.70 V T21 20 - 4.66667 1 4.00 3.79 127.4 0.7854 -1.07 10.93 0.098' K=0.70 V 1 P. I �P cOntrols Page 56 Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower July 17, 2015 CALTROP Corporation Bottom Girt Design Data Compression Section Elevation Size L L„ KI/r A P. OP„ Ratio No. P� R it R inr K K Tp� Ll 480 -460 7/8 2.00 1.88 72.0 0.6013 -0.14 18.52 0.007 K=0.70 V L3 440 - 420 "' 7/8 2.00 1.82 69.9 0.6013 -0.17 18.93 0.009' • ' ' K=0.70 L4 420; 400 7/8 2.00 1.79 68.8 0.6013 -0.36 19.14 0.019, K=0.70 `/ T1 400-380 1 4.00 3.81 128.1 0.7854 -0.04 10.81 0.004' K=0.70 V T2 380- 360 1 4.00 3.83 128.8 0.7854 -0.44 10.70 0.041' K=0.70 `/ T3 360 - 340 1 4.00 3.83 128.8 0.7854 -0.98 10.70 0.092' K=0.70 `/ T5 320 -300 1 4.00 3.83 128.8 0.7854 -0.63 10.70 0.059 ' K=0.70 T6 300- 280 1 4.00 3.83 128.8 0.7854 -0.86 10.70 0.080 ' K=0.70 `/ T7 280 -260 1 4.00 3.81 128.1 0.7854 -0.64 10.81 0.059 ' K=0.70 T8 260 - 240 1 4.00 3.81 128.1 0.7854 -0.11 10.81 0.010' K=0.70 V T9 240- 220 1 4.00 3.81 128.1 0.7854 -0.47 10.81 0.044 ' K=0.70 `/ T12 192.5- 180 1 4.00 3.81 128.1 0.7854 -1.32 10.81 0.122 ' K=0.70 T14 160 - 140 1 4.00 3.79 127.4 0.7854 -2.57 10.93 0.235 ' K=0.70 V T15 140 -120 1 4.00 3.79 127.4 0.7854 -1.94 10.93 0.177 ' K=0.70 I/ T17 100 - 80 1 4.00 3.79 127.4 0.7854 -2.12 10.93 0.194' K=0.70 V T18 80 - 60 1 4.00 3.79 127.4 0.7864 -2.26 10.93 0.206' K=0.70 V T19 60-40 1 4.00 3.79 127.4 0.7864 -0.37 10.93 0.034' K=0.70 T20 40 - 20 1 4.00 3.79 127.4 0.7854 -0.97 10.93 0.089' K=0.70 V 1 P. / �P„ controls Mid Girt Design Data Compression Section Elevation Size L L„ KI/r A P. ¢p„ Ratio No. P. R R tt inz K K �P Lt 480 - 460 3/4 2.00 1.88 84.0 0.4418 -0.02 11.87 0.002 K=0.70 Page 57 Rigorous Structural Analysis Report- Verson: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Section Elevation Size L L„ Kl/r A P. opr Ratio No. P. it it ft in' K K TP7 L2 460 - 440 3/4 2.00 1.80 80.5 0.4418 -0.23 12.38 0.018 K=0.70 V L3 440 - 420 314 2.00 1.82 81.6 0.4418 -0.05 12.22 0.004' K=0.70 V L4 420 - 400 3/4 2.00 1.79 80.3 0.4418 -0.27 12.41 0.022 ' K=0.70 V 1 P„ /op. controls Top Guy Pull -Off Design Data (Compression) Section Elevation Size L L„ Mr A P. op Ratio No. P. ft it it in2 K K �P T1 400 - 380 1 1/4 4.00 3.81 146.4 1.2272 -0.98 12.94 0.076 K=1.00 T13 180 - 160 1 1/4 4.00 3.79 146.6 1.2272 -1.50 13.08 0.115 ' K=1.00 V 1 P„ / oP„ controls Bottom Des Section Elevation Size L L„ KUr A P. oP„ Ratio No. P. it it ft inr K K oPn T1 400 -380 2 1/4 4.59 4.48 95.6 3.9761 -16.21 79.61 0.191 (1592) K=1.00 V T1 400 - 380 2 1/4 4.59 4.48 95.6 3.9761 -15.17 79.61 0.191 ' (1693) K=1.00 V T1 400-380 21/4 4.69 4.48 95.6 3.9761 -16.03 79.61 0.189' (1598) K=1.00 V T1 400 - 380 2 1/4 4.69 4.48 95.6 3.9761 -16.19 79.61 0.191 ' (1599) K=1.00 II/ T1 400 - 380 2 114 4.59 4.48 95.6 3.9761 -15.21 79.61 0.191 ' (1604) K=1.00 V T1 400 - 380 2 1/4 4.59 4.48 95.6 3.9761 -15.34 79.61 0.193 ' (1605) K=1.00 V 1 P. / op. controls Tension Checks Page 58 Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17. 2015 CALTROP Corporation Leg Design Data Tension Section Elevation Size L L„ KI1r A P. +P„ Ratio No. P. ft ft It id K K �Pn Ll 480 -460 1 1/2 20.00 0.13 4.0 1.7672 9.09 79.52 0.114 ✓ L2 460-440 2SR+Half 2XX Pipe 20.00 1.65 35.5 4.2400 38.75 190.80 0.203' ✓ L3 "0-420 2SR+Half 2STD Pipe 20.00 1.65 37.3 3.6700 12.52 165.15 0.076' ✓ L4 420-400 21/2 20.00 0.13 2.4 4.9087 29.44 220.89 0.133' ✓ T1 400-380 21/4 20.00 0.33 7.1 3.9761 5.87 178.92 0.033' 1 P„ / mP„ controls Dia oval Design Data Tension Section Elevation Size L L. Kilt A P. OP„ Ratio No. P. If If ft ins K K TP7 •' L1 ., .� 480' 460 ', 11/2i 2.59 1.21 116.6 0.1963 0.63 6.36 0.099 L2 460-440 -0.5625SR+0.75SR 2.59 1.16 82.1 0.6800 2.90 22.03 0.132' ✓ L3 440-420 9/16 2.59 1.18 100.6 0.2485 1.12 8.05 0.138' ✓ L4 420 - 400 3/4 2.59 1.16 74.3 0.4418 2.01 14.31 0.141 ' ✓ T1 400 - 380 7/8 4.63 2.21 121.1 0.6013 0.94 19.48 0.048' ✓ T2 380 - 360 3/4 4.63 2.22 142.0 0.4418 1.12 14.31 0.078' ✓ T3 360 - 340 3/4 4.63 2.22 142.0 0.4418 2.18 14.31 0.152' ✓ T4 340 -320 3/4 4.63 2.22 142.0 0.4418 0.77 14.31 0.054 ' ✓ T5 320 -300 314 4.63 2.22 142.0 0.4418 2.14 14.31 0.150 ' ✓ T6 300 - 280 3/4 4.63 2.22 142.0 0.4418 2.97 14.31 0.208' ✓ T7 280 - 260 3/4 4.63 2.21 141.2 0.4418 3.27 14.31 0.228' ✓ T8 260 - 240 3/4 4.63 2.21 141.2 0.4418 3.13 14.31 0.219' ✓ T9 240 - 220 3/4 4.63 2.21 141.2 0.4418 3.66 14.31 0.256' ✓ T10 220- 200 3/4 4.63 2.21 141.2 0.4418 4.16 14.31 0.290 ' Page 59 Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Size L L„ Mr A P. rVP„ Ratio No. P. R it /t in° K K Wp T11 200 - 192.5 3/4 4.66 2.22 142.1 0.4418 2.91 14.31 0.203 T12 192.5 -180 3/4 4.61 2.20 140.7 0.4418 6.56 14.31 0.458 ' 4.9-3 (1.02 CR) -1018 T13 180- 160 314 4.63 2.19 140.5 0.4418 5.17 14.31 0.361' T14 160 - 140 3/4 4.63 2.19 140.5 0.4418 6.41 14.31 0.448' T16 140 - 120 3/4 4.63 2.19 140.5 0.4418 7.77 14.31 0.5431 T16 120- 100 3/4 4.63 2.19 140.5 0.4418 5.34 14.31 0.373 ' T17 100 - 80 3/4 4.63 2.19 140.5 0.4418 6.29 14.31 0.439 ' T18 80- 60 3/4 4.63 2.19 140.5 0.4418 6.98 14.31 0.487 ' T19 60- 40 3/4 4.63 2.19 140.5 0.4418 5.70 14.31 0.398 ' T20 40- 20 3/4 4.63 2.19 140.5 0.4418 4.10 14.31 0.286 ' T21 20 - 4.66667 3/4 4.63 2.19 140.5 0.4418 7.22 14.31 0.504' 4.9-3 (1.03 CR) -1527 T22 4.66667 - 0 3/4 3.43 1.84 117.5 0.4418 4.56 14.31 0.318' Horizontal Design Data Tension Section Elevation Size L L„ KUr A P. rbP„ Ratio No. P it R R in' K K gyp„ T12 192.5 -180 3/4 4.00 3.81 244.0 0.4418 2.97 19.88 0.149 1 P u / �P„ contrOls Secondary Horizontal Design Data Tension Section Elevation Size L L„ KUr A P. �Pr Ratio No. P it It It in° K K spa L2 460 - 440 314 2.00 1.80 115.0 0.4418 0.90 19.88 0.045 T11 200 - 192.5 314 4.00 3.81 244.0 0.4418 1.89 19.88 0.095 ' Page 60 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower CALTROP Corporation July 17. 2015 Section Elevation Size L L Or A P. Ratio No. P. it R /t inz K K OP„ 1 P„ / oP„ controls Top Girt Design Data Tension Section Elevation Size L Lv Mr A P. �P„ Ratio No. P. /t It R in2 K K TP„ L1 480 -460 3/4 2.00 1.88 120.0 0.4418 0.04 19.88 0.002 ✓ L2 460 - 440 3/4 2.00 1.80 115.0 0.4418 0.02 19.88 0.0011 ✓ L3 440-420 3/4 2.00 1.82 116.5 0.4418 1.42 19.88 0.072' ✓ L4 420 - 400 3/4 2.00 1.79 114.7 0.4418 0.25 19.88 0.013' ✓ T2 380 - 360 1 4.00 3.83 184.0 0.7854 0.35 35.34 0.010' T3 360 - 340 1 4.00 3.83 184.0 0.7854 0.58 35.34 0.016' T5 320 - 300 1 4.00 3.83 184.0 0.7854 0.28 35.34 0.008' ✓ T6 300 -280 1 4.00 3.83 184.0 0.7854 0.77 36.34 0.022 ' -' T8 260.240 .. 1 ? 4.00 3.81 183.0 0.7854 1.17 35.34 0.033' T9 240 - 220 1 4.00 3.81 183.0 0.7854 0.56 35.34 0.016' ✓ T11 200 - 192.5 1 4.00 3.81 183.0 0.7854 0.83 35.34 0.023' ✓ T14 160 - 140 1 4.00 3.79 182.0 0.7854 1.08 35.34 0.031 ' ✓ T15 140 - 120 1 4.00 3.79 182.0 0.7854 2.36 35.34 0.067' ✓ T16 120 - 100 1 4.00 3.79 182.0 0.7854 2.53 35.34 0.071 ' ✓ T17 100 - 80 1 4.00 3.79 182.0 0.7854 1.09 35.34 0.031 ' ✓ T18 80 - 60 1 4.00 3.79 182.0 0.7854 3.58 35.34 0.101 ' ✓ T19 60 - 40 1 4.00 3.79 182.0 0.7854 2.99 35.34 0.085' ✓ T20 40 - 20 1 4.00 3.79 182.0 0.7864 0.85 35.34 0.024' ✓ T21 20 - 4.66667 1 4.00 3.79 182.0 0.7854 2.65 35.34 0.075' ✓ T22 4.66667 - 0 1 3.71 3.51 168.3 0.7854 31.16 35.34 0.882 ' Page 61 Rigorous Structural Analysis Report- Verizon: 62713-Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Size L L Mr A P. QP„ Ratio No. P. R H R in' K K mP„ 1 P„ /�P„controls Bottom Girt Design Data Tension Section Elevation Size L L K11r A P. rbP Ratio No. P it /t /t inz K K �Pn L1 480 - 460 718 2.00 1.88 102.9 0.6013 0.14 27.06 0.005 L3 440 - 420 7/8 2.00 1.82 99.9 0.6013 0.33 27.06 0.012 ' L4 420 - 400 718 2.00 1.79 98.3 0.6013 0.53 27.06 0.020' T1 400 -380 1 4.00 3.81 183.0 0.7854 0.31 35.34 0.009 ' T2 380- 360 1 4.00 3.83 184.0 0.7854 0.59 35.34 0.017 ' T3 360- 340 1 4.00 3.83 184.0 0.7854 1.25 35.34 0.035 ' T4 340 - 320 1 4.00 3.83 184.0 0.7854 0.26 35.34 0.007' TS 320 - 300 1 4.00 3.83 184.0 0. � �. PO4�y T6 300-280 1 4.00 3.83 184.0 0. 54 T7 280 - 260 1 4.00 3.81 183.0 0.7854 1.44 35.34 0.041 ' T8 260 - 240 1 4.00 3.81 183.0 0.7854 0.94 35.34 0.026' T9 240- 220 1 4.00 3.81 183.0 0.7854 1.66 35.34 0.044' T10 220-200 1 4.00 3.81 183.0 0.7854 0.78 35.34 0.022' T12 192.5 -180 1 4.00 3.81 183.0 0.7854 4.01 35.34 0.113 ' T13 180 - 160 1 4.00 3.79 182.0 0.7854 0.96 35.34 0.027 ' T14 160 - 140 1 4.00 3.79 182.0 0.7854 3.56 35.34 0.101' T15 140 - 120 1 4.00 3.79 182.0 0.7854 3.13 35.34 0.089' T16 120 - 100 1 4.00 3.79 182.0 0.7854 0.58 35.34 0.016 ' T17 100 - 80 1 4.00 3.79 182.0 0.7854 3.07 36.34 0.087 ' T18 80- 60 1 4.00 3.79 182.0 0.7864 3.19 35.34 0.090, Page 62 Rigorous Structurat Analysis Report- Verizon: 627/3 - Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Size L L„ KI/r A P„ Ratio No. P inz K K �P T19 60-40 1 4.00 3.79 182.0 0.7854 1.13 35.34 0.032' T20 40 - 20 1 4.00 3.79 182.0 0.7854 1.69 35.34 0.048' T21 20 - 4.66667 1 4.00 3.79 182.0 0.7854 10.86 35.34 0.307' T22 4.66667 - 0 1 0.86 0.65 31.1 0.7854 5.01 36.34 0.142' I P„ / �P„ controls _.....__ .. r_ __.Mid.Girt Desi n,Data, Tension _.._. Section Elevation Size L L„ MY A P. ¢P„ Ratio No. P. ft It ft inz K K WP L1 480 - 460 3/4 2.00 1.88 120.0 0.4418 0.03 19.88 0.001 L2 460 - 440 314 2.00 1.80 115.0 0.4418 0.26 19.88 0.013' L3 440 - 420 3/4 2.00 1.82 116.5 0.4418 0.47 19.88 0.023' L4 420 - 400 3/4 2.00 1.79 114.7 0.4418 0.63 19.88 0.032' T1 , 400 ,380 1 ,. 4.00 3.81 183.0 0.7854 0.45 35.34 0.013' T2 380 - 360 1 4.00 3.83 184.0 0.7854 0.40 36.34 0.011 ' ✓ T3 360 - 340 1 4.00 3.83 184.0 0.7854 0.44 35.34 0.012 ' ✓ T4 340 -320 1 4.00 3.83 184.0 0.7854 0.50 35.34 0.014 ' ✓ T5 320 -300 1 4.00 3.83 184.0 0.7854 0.52 35.34 0.015 ' ✓ T6 300 - 280 1 4.00 3.83 184.0 0.7854 0.59 35.34 0.017' ✓ T7 280 - 260 1 4.00 3.81 183.0 0.7854 0.66 35.34 0.019' ✓ T8 260 - 240 1 4.00 3.81 183.0 0.7854 0.57 35.34 0.016' ✓ T9 240 - 220 1 4.00 3.81 183.0 0.7854 0.62 35.34 0.018 ' ✓ T10 220-200 1 4.00 3.81 183.0 0.7854 0.91 35.34 0.026' 1 P„ / �P„ controls Page 63 J Rigorous Structural Analysis Report- Verizon: 62713 - Spain Tower July 17, 2015 CAL TROP Corporation Top Guy Pull -Off Design Data Tension Section Elevation Size L L„ KI1r A P. Ratio No. P. R /t It ins K K TPT L2 460 - 440 1 1/4 2.00 1.80 69.0 1.2272 6.02 39.76 0.151 Tt 400 - 380 1 114 4.00 3.81 146.4 1.2272 1.20 39.76 0.030' I✓ T4 340 - 320 1 114 4.00 3.83 147.2 1.2272 7.22 39.76 0.182 ' T7 280-260 11/4 4.00 3.81 146.4 1.2272 8.93 39.76 0.225' I✓ T10 220-200 11/4 4.00 3.81 146.4 1.2272 10.69 39.76 0.269' T13 180 -160 1 114 4.00 3.79 145.6 1.2272 19.29 39.76 0.485' T15 140 -120 1 1/4 4.00 3.79 145.6 1.2272 17.44 39.76 0.439' T18 80-60 11/4 4.00 3.79 145.6 1.2272 18.88 39.76 0.475' 1 P. / �P„ Controls Torque -Arm Top Design Data.. . Section Elevation Size L L„ KI1r � fi �,�,I,P„ „��R�ia No. a �^'" T1 400-380 21/4 4.67 4.56 97.4" 3.578T- -�W84� '4g8.82 (M31' (1590) `/ T1 400 - 380 2 114 4.67 4.56 97.4 3.9761 16.89 128.82 0.131 ' (1591) V Tt 400-380 21/4 4.67 4.56 97.4 3.9761 17.08 128.82 0.133' (1596) V T1 400-380 21/4 4.67 4.56 97.4 3.9761 17.09 128.82 0.133' (1597) V T1 400-380 21/4 4.67 4.56 97.4 3.9761 16.95 128.82 0.132' (1602) V T1 400-380 21/4 4.67 4.56 97.4 3.9761 16.99 128.82 0.132' (1603) 1/ 1 P„ / ¢P„ controls Section Capacity Table Page 64 Rigorous Structural Analysis Report- Yerizon: 62713 - Spain Tower July 17, 2015 CALTROP Corporation Section Elevation Component Size Critical P oP� % Pass No. R Type Element K K Capacity Fail Lt 480 - 460 Latticed Pole Leg 1 112 3 -9.54 63.83 14.9 Pass L2 460 - 440 Latticed Pole Leg 2SR + Half 2XX Pipe 87 -51.69 148.21 34.9 Pass L3 440 - 420 Latticed Pole Leg 2SR + Half 2STD Pipe 207 -61.25 146.33 41.9 Pass L4 420 - 400 Latticed Pole Leg 21/2 291 -100.97 202.09 50.0 Pass L1 480-460 Latticed Pole 1/2 16 -0.63 4.48 14.1 Pass Diagonal L2 460-440 Latticed Pole 0.5625SR+0,75SR 101 -2.68 1&51 14.5 Pass Diagonal L3 440 - 420 Latticed Pole 9/16 221 -1.64 6.20 26.4 Pass Diagonal L4 420 - 400 Latticed Pole 3/4 305 -2.75 12.42 22.2 Pass Diagonal L2 460 - 440 Latticed Pole 3/4 104 -0.90 12.38 7.2 Pass Secondary Horizontal L1 480 - 460 Latticed Pole Top 314 4 -0.04 11.87 0.3 Pass Girt L2 460 - 440 Latticed Pole Top 3/4 90 -0.01 12.38 0.1 Pass Girt L3 440 - 420 Latticed Pole Top 3/4 208 1.42 19.88 7.2 Pass Girt L4 420 - 400 Latticed Pole Top 3/4 292 0.25 19.88 1.3 Pass Girt L1 480-460 Latticed Pole 7/8 7 -0.14 18.52 0.7 Pass Bottom Girt L3 440 - 420 Latticed Pole 718 212 0.33 27.06 1.2 Pass Bottom Girt L4 420 - 400 Latticed Pole 7/8 295 0.53 27.06 2.0 Pass Bottom Girt L1 480 - 460 Latticed Pole Mid 314 12 -0.02 11.87 0.2 Pass Girt L2 460 - 440 Latticed Pole _Mid 3/4 94 -0.23 12.38 1.8 Pass Girt 0., :440-420. Latticed. Pole Mid 3/4 214 0.47 19.88 2.3 Pass - Girt d '. L4 '420-_400 Latticed:Pole Mid 3/4 300 0.63 19.88 3.2 Pass Girt T1 400 - 380 Leg 2 1/4 375 -70.22 149.27 47.0 Pass T2 380 - 360 Leg 2 435 -69.44 112.40 61.8 Pass T3 360 - 340 Leg 2 495 -85.58 112.40 76.1 Pass T4 340 - 320 Leg 2 555 -90.26 112.40 80.3 Pass T5 320 - 300 Leg 2 615 -92.87 112.40 82.6 Pass T6 300 - 280 Leg 2 675 -110.83 112.40 98.6 Pass T7 280 - 260 Leg 2 114 735 -113.10 149.27 75.8 Pass T8 260 - 240 Leg 2 114 795 -83.58 149.27 56.0 Pass T9 240 - 220 Leg 2 114 855 -74.34 149.27 49.8 Pass T10 220 - 200 Leg 2 114 915 -109.98 149.27 73.7 Pass T11 200 - 192.6 Leg 2 1/4 975 -109.31 147.98 73.9 Pass T12 192.5 - 180 Leg 2 1/4 1008 -99.36 150.04 66.2 Pass T13 180 - 160 Leg 21/2 1058 -116.78 190.74 61.2 Pass T14 160-140 Leg 21/2 1115 -115.80 190.74 60.7 Pass T15 140 - 120 Leg 21/2 1172 -144.76 190.74 75.9 Pass T16 120 - 100 Leg 21/2 1229 -176.15 190.74 92.3 Pass T17 100 - 80 Leg 2 112 1286 -175.47 190.74 92.0 Pass T18 80-60 Leg 21/2 1343 -147.68 190.74 77.4 Pass T19 60-40 Leg 21/2 1400 -183.54 190.74 96.2 Pass T20 40 - 20 Leg 21/2 1467 -187.47 190.74 98.3 Pass T21 20 - 4.66667 Leg 21/2 1514 -174.09 190.74 91.3 Pass Page 65 N N N N 0 0 N N 0 N N N X 22 N N N N N .x N N N @ @ @ @ @ @ — @ @ @ 0. aaao.aaaaaa.a LLaaamm mm LLaaa Ur m a M m N O m- N n- M OCR M H - o N m Q- rn n m M @ tC N fG O> O H 6 6 (V 00 N N C) 6� N O N N N fG 4 N � n ^m N N MQQQ Nm� mmm nmrnnm� Q uI U m Y Y N 0 W m m mmm O m O O O O O O O O O N m N M N N iN.6 N h to N m N m mmmmmmmmm nmQ � m .6 m m m m m m m m m m m m m m m m m c� M Q Q m N O n N M N O 7 rn M m m n M N m Q In Q n m N Q Q m n f0 M M m M 7Q M M m n M m m pr m N O N T T T v C V T N 1r n m Ir n 9 hC? h N- O m m M n n O N n r0 n O N N m m rn N fn0 Nm m m �� m Q Q v a Q a Q Q Q Q Q Q a Q Q Q Q Q a v g v e N N N N N N N N N N N f/1 N rll rll (A y N N N Ni N N N N N N N N NIl N N N N N N N N N N N N Vl 1/ Vl N @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ a 0. 11�3 O m m n - .-. 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ALL REACTIONS ARE FACTORED CALTROP Corporation 3400 Lakeside Drive, Suite 525 Miramar, FL 33027 Phone:(954)874-7879 FAX: 954 8747868 : 62713 -Spain Tower P-J-': 130-752.43 cI'°"L Vedzon o'a`'°' °r Michael A. Phillips, P APod: coae: TIA-22243 °a'a 07/17/15 s�Ia: NTS P.M:I Dx N.-r-1