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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS - 19-00764 - 117 N 2nd E - Verizon Wireless - Cell TowerNovember 15, 2019 Verizon Wireless Technology Associates EC Inc 9656 South Prosperity Road 7896 S. Highland Dr., Suite 200 West Jordan, UT 84088 Cottonwood Heights, UT 84121 (801) 463-1020 Subject: Structural Analysis Report Carrier Designation: Verizon Site Name: ID6 Rexcamp Site Data: 117 North 2nd East Rexburg, Idaho Latitude: 43° 49' 45.18" N, Longitude: 111° 46' 44.84" W 70’ Tall Monopole Technology Associates is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above mentioned tower. This analysis was commissioned by Verizon. The purpose of the analysis is to determine the acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure, under the following load case, to be: Existing + Proposed Equipment for all applicants Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading, respectively. This analysis has been performed in accordance with the 2015 International Building code with Idaho amendments based upon an ultimate 3-second gust wind speed of 115 mph converted to a nominal 3- second gust wind speed of 90 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C, Topographic Category 1, and Risk Category II were used in this analysis. We at Technology Associates EC Inc appreciate the opportunity of providing our continuing professional services to you and Verizon. If you have any questions or need further assistance on this or any other projects please give us a call. Respectively submitted by: Emilio Mario Valerio-Hernandez, PE TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 -Tower Capacity Table 5 - Reaction Summary Table 6 - Tilt & Twist Results (Service Wind Speed) 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6) APPENDIX A tnx Tower Output 7) APPENDIX B Additional Calculations 8) APPENDIX C Reference Documents 1) INTRODUCTION The subject tower is a 70’ tall monopole located in Madison County, ID. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G “Structural Standards for Steel Antenna Towers and Antenna Supporting Structures” using a 3-second gust wind speed of 90 mph with no ice, 50 mph with 0.25 inch nominal ice thickness, and 60 mph under service loads; exposure C with topographic category 1 and structure class II. Per TIA-222-G Section 2.7.3, seismic effects may be ignored for this site due to the earthquake spectral response acceleration at short periods (SS) being less than or equal to 1.0. Site specific ground motion parameters were obtained from USGS earthquake hazard maps using soil site class D, and are attached to this report. Table 1- Proposed Equipment and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model No. of Feed Lines Feed Line Size (in) Note 66.5 66.5 3 Ericsson 4449 RRU - - - 66.5 66.5 3 Ericsson 8843 RRU Table 2 - Existing Equipment and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model No. of Feed Lines Feed Line Size (in) Note 76 76 1 Antel BXA-80063-8CF 6 7/8 1 76 76 2 Antel BXA-80090-8CF 66.5 66.5 6 Amphenol HEX656CW0000 G 6 2 7/8 1 ¼ Hybrid 1 66.5 66.5 2 Raycap 3315-PF-48 66.5 66.5 4 ALU B25 RRH4x30 - - 2 66.5 66.5 2 ALU B4 RRH2x60 Notes: 1) Existing equipment to remain on the tower 2) Existing equipment to be removed from the tower 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Source Tower Mapping Geostructural, 11/06/2019 TAEC RFDS Verizon RFDS ID: 1265955, 10/25/2018 Client 3.1) Analysis Method tnxTower (version 8.0.5.0), a commercially available analysis software package, was used to create a three- dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and structures were built in accordance with the manufacturer’s specifications and applicable ANSI/TIA/EIA standards. 2) The tower and foundation have been proper maintained in accordance with the manufacturer’s specifications. 3) The configuration of the antennas, cables, mounts, and other appurtenances are based on information provided the client, and previous tower analysis & construction documents referenced herein. 4) The foundation was properly designed and constructed for the original design loads. 5) Material Properties: - Monopole steel: A572-65 (Fy = 65 ksi) - Structural bolts: A615 Grade 75 - Base Plate: A572-50 (Fy = 50 ksi) This analysis may be affected if any assumptions are not valid or have been made in error. Technology Associates should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4 - Section Capacity Summary Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity2 Pass Fail L1 71.9-42.5 Pole TP23.96x20.75x0.19 1 -3.069 973.301 26.5 Pass L2 42.5-1 Pole TP28.5x23.96x0.19 2 -6.128 1075.980 63.4 Pass Summary Pole (L2) 63.4 Pass Anchor Bearing Plate Stiffener 26.7 29.5 76.4 32.6 Pass Pass Pass Pass RATING = 76.4 Pass 1 A tower capacity rating of 105% or less is considered acceptable per industry standards for rigorous structural analyses prepared in accordance with the TIA-222-G standard. 2 Stress capacity is based on material assumptions made in section 3.2. Additional, capacity may be available if information is found to indicate material with higher capacity was used for construction. Table 6 - Foundation Capacity Summary Foundation information was not available for this analysis. The following table summarizes the critical pole base reactions under the proposed loading configuration. Pole Base Reaction Proposed Reactions (Factored) Moment (kip-ft) 393 Shear (kips) 7.482 Axial (kips) 6.137 Table 6 – Tilt & Twist Results (60 mph Service Wind) Elevation (ft) Appurtenance Deflection Tilt ( ̊ ) Twist ( ̊ ) 76 BXA-80063/8CF 6.353 0.6608 0.0004 4.1) Recommendations The existing monopole structure, base plate, and anchor bolts have adequate capacity to support the existing and proposed loading as described herein. No modifications are required at this time. Foundation information was not available for this analysis. If foundation information is provided, a full foundation analysis can be performed. 5) DISCLAIMER OF WARRANTIES The engineering services rendered by TAEC in connection with this design are limited to the analysis and capacity of its members. TAEC does not analyze the fabrication and quality of construction, except as included in this report. TAEC makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabrication, and construction of this structure. TAEC will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of TAEC pursuant to this report will be limited to the total fee received for preparation of this report. APPENDIX A Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-1 71.9 ft 42.5 ft 1.0 ft REACTIONS - 90 mph WIND TORQUE 0 kip-ft 7482 lb SHEAR 393 kip-ft MOMENT 6137 lb AXIAL 50 mph WIND - 0.25 in ICE TORQUE 0 kip-ft 1952 lb SHEAR 95 kip-ft MOMENT 7481 lb AXIAL ARE FACTOREDALL REACTIONS S e c t i o n 1 2 L e n g t h ( f t ) 29 . 4 0 41 . 5 0 N u m b e r o f S i d e s 16 16 T h i c k n e s s ( i n ) 0. 1 9 0. 1 9 T o p D i a ( i n ) 20 . 7 5 23 . 9 6 B o t D i a ( i n ) 23 . 9 6 28 . 5 0 G r a d e A5 7 2 - 6 5 W e i g h t ( l b ) 13 2 6 . 6 21 9 9 . 8 35 2 6 . 4 BXA-80063/8CF 71.9 BXA-80063/8CF 71.9 BXA-80090/8CF 71.9 Mount Extension 71.9 8843 RRU 66.5 4449 RRU 66.5 8843 RRU 66.5 4449 RRU 66.5 8843 RRU 66.5 RxxDC-3315-PF-48 66.5 RxxDC-3315-PF-48 66.5 T-Arm Mount 66.5 T-Arm Mount 66.5 T-Arm Mount 66.5 4449 RRU 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5DESIGNED APPURTENANCE LOADING TYPE TYPEELEVATION ELEVATION BXA-80063/8CF 71.9 BXA-80063/8CF 71.9 BXA-80090/8CF 71.9 Mount Extension 71.9 8843 RRU 66.5 4449 RRU 66.5 8843 RRU 66.5 4449 RRU 66.5 8843 RRU 66.5 RxxDC-3315-PF-48 66.5 RxxDC-3315-PF-48 66.5 T-Arm Mount 66.5 T-Arm Mount 66.5 T-Arm Mount 66.5 4449 RRU 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 HEX656CW0000G 66.5 MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Madison County, Idaho.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 50 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.00 ft ttnnxxTToowweerr Job ID6 Rexcamp Page 1 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV  Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Madison County, Idaho. Basic wind speed of 90 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.25 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 71.90-42.50 29.40 0.000 16 20.75 23.96 0.19 0.75 A572-65 (65 ksi) L2 42.50-1.00 41.50 16 23.96 28.50 0.19 0.75 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 21.12 12.30 656.95 7.32 10.58 62.08 1323.85 6.08 3.76 20.033 24.40 14.22 1015.62 8.46 12.22 83.10 2046.62 7.03 4.40 23.443 L2 24.40 14.22 1015.62 8.46 12.22 83.10 2046.62 7.03 4.40 23.443 29.02 16.93 1714.91 10.08 14.54 117.98 3455.78 8.37 5.30 28.258 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 71.90-42.50 1 1 1 ttnnxxTToowweerr Job ID6 Rexcamp Page 2 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L2 42.50-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight plf 1-1/4 Hybrid A No No Inside Pole 66.50 - 10.00 2 No Ice 1/2'' Ice 0.00 0.00 1.10 1.10 AVA5-50 (7/8 LOW DENSI.FOAM) A No No Inside Pole 66.50 - 10.00 6 No Ice 1/2'' Ice 0.00 0.00 0.30 0.30 AVA5-50 (7/8 LOW DENSI.FOAM) A No No Inside Pole 71.90 - 10.00 6 No Ice 1/2'' Ice 0.00 0.00 0.30 0.30 Feed Line/Linear Appurtenances Section Areas Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight lb L1 71.90-42.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 148.920 0.000 0.000 L2 42.50-1.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 188.500 0.000 0.000 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight lb L1 71.90-42.50 A B C 0.528 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 148.920 0.000 0.000 L2 42.50-1.00 A B C 0.480 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 188.500 0.000 0.000 ttnnxxTToowweerr Job ID6 Rexcamp Page 3 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 71.90-42.50 0.00 0.00 0.00 0.00 L2 42.50-1.00 0.00 0.00 0.00 0.00 Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb T-Arm Mount A From Leg 1.00 0.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 6.70 0.00 5.80 0.00 125.000 0.000 T-Arm Mount B From Leg 1.00 0.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 6.70 0.00 5.80 0.00 125.000 0.000 T-Arm Mount C From Leg 1.00 0.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 6.70 0.00 5.80 0.00 125.000 0.000 4449 RRU A From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.41 1.57 70.000 88.553 8843 RRU A From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.70 1.86 75.000 95.535 4449 RRU B From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.41 1.57 70.000 88.553 8843 RRU B From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.70 1.86 75.000 95.535 4449 RRU C From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.41 1.57 70.000 88.553 8843 RRU C From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 1.98 2.16 1.70 1.86 75.000 95.535 RxxDC-3315-PF-48 A From Leg 0.00 0.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 3.79 4.04 2.51 2.72 32.000 63.468 ttnnxxTToowweerr Job ID6 Rexcamp Page 4 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb RxxDC-3315-PF-48 B From Leg 0.00 0.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 3.79 4.04 2.51 2.72 32.000 63.468 BXA-80063/8CF A From Leg 0.50 0.000 4.100 0.0000 71.90 No Ice 1/2'' Ice 10.67 11.27 5.53 6.10 24.000 77.427 BXA-80063/8CF B From Leg 0.50 0.000 4.100 0.0000 71.90 No Ice 1/2'' Ice 10.67 11.27 5.53 6.10 24.000 77.427 BXA-80090/8CF C From Leg 0.50 0.000 4.100 0.0000 71.90 No Ice 1/2'' Ice 8.29 8.88 6.45 7.02 23.000 70.397 Mount Extension A From Leg 0.00 0.000 4.000 0.0000 71.90 No Ice 1/2'' Ice 1.50 0.00 1.50 0.00 86.000 0.000 HEX656CW0000G A From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 HEX656CW0000G A From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 HEX656CW0000G B From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 HEX656CW0000G B From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 HEX656CW0000G C From Leg 1.00 2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 HEX656CW0000G C From Leg 1.00 -2.000 0.000 0.0000 66.50 No Ice 1/2'' Ice 8.54 9.01 5.62 6.09 36.600 88.867 Tower Pressures - No Ice GH = 1.100 Section Elevation ft z ft KZ qz psf AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 71.90-42.50 56.85 1.124 22.14 55.757 A B C 0.000 0.000 0.000 55.757 55.757 55.757 55.757 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 L2 42.50-1.00 21.97 0.92 18.12 92.369 A B C 0.000 0.000 0.000 92.369 92.369 92.369 92.369 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 ttnnxxTToowweerr Job ID6 Rexcamp Page 5 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Tower Pressure - With Ice GH = 1.100 Section Elevation ft z ft KZ qz psf tZ in AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 71.90-42.50 56.85 1.124 6.83 0.53 58.344 A B C 0.000 0.000 0.000 58.344 58.344 58.344 58.344 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 L2 42.50-1.00 21.97 0.92 5.59 0.48 95.689 A B C 0.000 0.000 0.000 95.689 95.689 95.689 95.689 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 Tower Pressure - Service GH = 1.100 Section Elevation ft z ft KZ qz psf AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 71.90-42.50 56.85 1.124 8.80 55.757 A B C 0.000 0.000 0.000 55.757 55.757 55.757 55.757 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 L2 42.50-1.00 21.97 0.92 7.20 92.369 A B C 0.000 0.000 0.000 92.369 92.369 92.369 92.369 100.00 100.00 100.00 0.000 0.000 0.000 0.000 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 22.14 1 1 1 1 1 1 55.757 55.757 55.757 1018.283 34.64 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 18.12 1 1 1 1 1 1 92.369 92.369 92.369 1380.457 33.26 C Sum Weight: 337.420 3526.390 OTM 85.817 kip-ft 2398.739 ttnnxxTToowweerr Job ID6 Rexcamp Page 6 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Tower Forces - No Ice - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 22.14 1 1 1 1 1 1 55.757 55.757 55.757 1018.283 34.64 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 18.12 1 1 1 1 1 1 92.369 92.369 92.369 1380.457 33.26 C Sum Weight: 337.420 3526.390 OTM 85.817 kip-ft 2398.739 Tower Forces - No Ice - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 22.14 1 1 1 1 1 1 55.757 55.757 55.757 1018.283 34.64 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 18.12 1 1 1 1 1 1 92.369 92.369 92.369 1380.457 33.26 C Sum Weight: 337.420 3526.390 OTM 85.817 kip-ft 2398.739 Tower Forces - With Ice - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1767.219 A B C 1 1 1 1.2 1.2 1.2 6.83 1 1 1 1 1 1 58.344 58.344 58.344 526.186 17.90 C L2 42.50-1.00 188.500 2860.021 A B C 1 1 1 1.2 1.2 1.2 5.59 1 1 1 1 1 1 95.689 95.689 95.689 706.213 17.02 C Sum Weight: 337.420 4627.239 OTM 44.195 kip-ft 1232.399 ttnnxxTToowweerr Job ID6 Rexcamp Page 7 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Tower Forces - With Ice - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1767.219 A B C 1 1 1 1.2 1.2 1.2 6.83 1 1 1 1 1 1 58.344 58.344 58.344 526.186 17.90 C L2 42.50-1.00 188.500 2860.021 A B C 1 1 1 1.2 1.2 1.2 5.59 1 1 1 1 1 1 95.689 95.689 95.689 706.213 17.02 C Sum Weight: 337.420 4627.239 OTM 44.195 kip-ft 1232.399 Tower Forces - With Ice - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1767.219 A B C 1 1 1 1.2 1.2 1.2 6.83 1 1 1 1 1 1 58.344 58.344 58.344 526.186 17.90 C L2 42.50-1.00 188.500 2860.021 A B C 1 1 1 1.2 1.2 1.2 5.59 1 1 1 1 1 1 95.689 95.689 95.689 706.213 17.02 C Sum Weight: 337.420 4627.239 OTM 44.195 kip-ft 1232.399 Tower Forces - Service - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 8.80 1 1 1 1 1 1 55.757 55.757 55.757 404.931 13.77 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 7.20 1 1 1 1 1 1 92.369 92.369 92.369 548.953 13.23 C Sum Weight: 337.420 3526.390 OTM 34.126 kip-ft 953.885 ttnnxxTToowweerr Job ID6 Rexcamp Page 8 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Tower Forces - Service - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 8.80 1 1 1 1 1 1 55.757 55.757 55.757 404.931 13.77 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 7.20 1 1 1 1 1 1 92.369 92.369 92.369 548.953 13.23 C Sum Weight: 337.420 3526.390 OTM 34.126 kip-ft 953.885 Tower Forces - Service - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 71.90-42.50 148.920 1326.562 A B C 1 1 1 0.75 0.75 0.75 8.80 1 1 1 1 1 1 55.757 55.757 55.757 404.931 13.77 C L2 42.50-1.00 188.500 2199.829 A B C 1 1 1 0.75 0.75 0.75 7.20 1 1 1 1 1 1 92.369 92.369 92.369 548.953 13.23 C Sum Weight: 337.420 3526.390 OTM 34.126 kip-ft 953.885 Force Totals Load Case Vertical Forces lb Sum of Forces X lb Sum of Forces Z lb Sum of Overturning Moments, Mx kip-ft Sum of Overturning Moments, Mz kip-ft Sum of Torques kip-ft Leg Weight 3526.390 Bracing Weight 0.000 Total Member Self-Weight 3526.390 -0.089 -0.026 Total Weight 5114.410 -0.089 -0.026 Wind 0 deg - No Ice -48.145 -4648.392 -239.621 3.479 0.011 Wind 30 deg - No Ice 2254.705 -4001.553 -205.778 -114.733 -0.011 Wind 60 deg - No Ice 3953.408 -2282.501 -116.820 -202.210 -0.029 Wind 90 deg - No Ice 4592.799 48.145 3.416 -235.511 -0.040 Wind 120 deg - No Ice 4001.553 2365.890 122.712 -205.714 -0.040 Wind 150 deg - No Ice 2338.094 4049.697 209.104 -120.804 -0.029 Wind 180 deg - No Ice 48.145 4648.392 239.443 -3.531 -0.011 Wind 210 deg - No Ice -2254.705 4001.553 205.599 114.682 0.011 Wind 240 deg - No Ice -3953.408 2282.501 116.642 202.158 0.029 Wind 270 deg - No Ice -4592.799 -48.145 -3.594 235.459 0.040 Wind 300 deg - No Ice -4001.553 -2365.890 -122.891 205.663 0.040 Wind 330 deg - No Ice -2338.094 -4049.697 -209.283 120.752 0.029 ttnnxxTToowweerr Job ID6 Rexcamp Page 9 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Load Case Vertical Forces lb Sum of Forces X lb Sum of Forces Z lb Sum of Overturning Moments, Mx kip-ft Sum of Overturning Moments, Mz kip-ft Sum of Torques kip-ft Member Ice 1100.849 Total Weight Ice 6458.022 -0.035 -0.060 Wind 0 deg - Ice -15.948 -1942.332 -92.727 1.094 0.008 Wind 30 deg - Ice 948.147 -1674.135 -79.732 -44.741 0.004 Wind 60 deg - Ice 1658.187 -957.355 -45.382 -78.603 0.000 Wind 90 deg - Ice 1923.917 15.948 1.119 -91.420 -0.004 Wind 120 deg - Ice 1674.135 984.977 47.311 -79.757 -0.008 Wind 150 deg - Ice 975.770 1690.082 80.817 -46.739 -0.009 Wind 180 deg - Ice 15.948 1942.332 92.658 -1.214 -0.008 Wind 210 deg - Ice -948.147 1674.135 79.663 44.621 -0.004 Wind 240 deg - Ice -1658.187 957.355 45.313 78.484 0.000 Wind 270 deg - Ice -1923.917 -15.948 -1.188 91.301 0.004 Wind 300 deg - Ice -1674.135 -984.977 -47.380 79.638 0.008 Wind 330 deg - Ice -975.770 -1690.082 -80.886 46.620 0.009 Total Weight 5114.410 -0.089 -0.026 Wind 0 deg - Service -19.145 -1848.483 -95.342 1.368 0.004 Wind 30 deg - Service 896.608 -1591.261 -81.884 -45.640 -0.004 Wind 60 deg - Service 1572.116 -907.661 -46.509 -80.426 -0.012 Wind 90 deg - Service 1826.376 19.145 1.304 -93.669 -0.016 Wind 120 deg - Service 1591.261 940.822 48.744 -81.820 -0.016 Wind 150 deg - Service 929.768 1610.406 83.099 -48.054 -0.012 Wind 180 deg - Service 19.145 1848.483 95.163 -1.420 -0.004 Wind 210 deg - Service -896.608 1591.261 81.705 45.589 0.004 Wind 240 deg - Service -1572.116 907.661 46.330 80.375 0.012 Wind 270 deg - Service -1826.376 -19.145 -1.483 93.617 0.016 Wind 300 deg - Service -1591.261 -940.822 -48.923 81.768 0.016 Wind 330 deg - Service -929.768 -1610.406 -83.277 48.003 0.012 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice ttnnxxTToowweerr Job ID6 Rexcamp Page 10 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Comb. No. Description 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial lb Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 71.9 - 42.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -3954.718 -0.065 0.052 Max. Mx 8 -3079.550 -119.675 -2.347 Max. My 2 -3072.336 2.423 122.582 Max. Vy 8 5256.853 -119.675 -2.347 Max. Vx 2 -5348.002 2.423 122.582 Max. Torque 20 -0.075 L2 42.5 - 1 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -7480.904 -0.065 0.052 Max. Mx 8 -6128.849 -382.743 -5.597 Max. My 2 -6128.598 5.675 389.404 Max. Vy 8 7355.521 -382.743 -5.597 Max. Vx 2 -7444.592 5.675 389.404 Max. Torque 20 -0.075 Maximum Reactions Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Pole Max. Vert 38 7480.904 975.770 1690.083 Max. Hx 21 4602.969 7348.478 77.031 Max. Hz 2 6137.292 77.031 7437.426 ttnnxxTToowweerr Job ID6 Rexcamp Page 11 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Max. Mx 2 389.404 77.031 7437.426 Max. Mz 8 382.743 -7348.478 -77.031 Max. Torsion 8 0.060 -7348.478 -77.031 Min. Vert 19 4602.969 6325.453 -3652.002 Min. Hx 8 6137.292 -7348.478 -77.031 Min. Hz 14 6137.292 -77.031 -7437.426 Min. Mx 14 -389.185 -77.031 -7437.426 Min. Mz 20 -382.680 7348.478 77.031 Min. Torsion 20 -0.074 7348.478 77.031 Tower Mast Reaction Summary Load Combination Vertical lb Shearx lb Shearz lb Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 5114.410 0.000 0.000 -0.089 -0.026 0.000 1.2 Dead+1.6 Wind 0 deg - No Ice 6137.292 -77.031 -7437.426 -389.404 5.675 0.010 0.9 Dead+1.6 Wind 0 deg - No Ice 4602.969 -77.031 -7437.426 -387.803 5.657 0.010 1.2 Dead+1.6 Wind 30 deg - No Ice 6137.292 3607.528 -6402.485 -334.401 -186.445 -0.026 0.9 Dead+1.6 Wind 30 deg - No Ice 4602.969 3607.528 -6402.485 -333.023 -185.687 -0.026 1.2 Dead+1.6 Wind 60 deg - No Ice 6137.292 6325.453 -3652.002 -189.820 -328.619 -0.050 0.9 Dead+1.6 Wind 60 deg - No Ice 4602.969 6325.453 -3652.002 -189.027 -327.286 -0.049 1.2 Dead+1.6 Wind 90 deg - No Ice 6137.292 7348.478 77.031 5.597 -382.743 -0.060 0.9 Dead+1.6 Wind 90 deg - No Ice 4602.969 7348.478 77.031 5.599 -381.191 -0.059 1.2 Dead+1.6 Wind 120 deg - No Ice 6137.292 6402.485 3785.424 199.480 -334.317 -0.059 0.9 Dead+1.6 Wind 120 deg - No Ice 4602.969 6402.485 3785.424 198.699 -332.959 -0.058 1.2 Dead+1.6 Wind 150 deg - No Ice 6137.292 3740.950 6479.516 339.880 -196.325 -0.048 0.9 Dead+1.6 Wind 150 deg - No Ice 4602.969 3740.950 6479.516 338.532 -195.522 -0.048 1.2 Dead+1.6 Wind 180 deg - No Ice 6137.292 77.031 7437.426 389.185 -5.739 -0.024 0.9 Dead+1.6 Wind 180 deg - No Ice 4602.969 77.031 7437.426 387.639 -5.705 -0.024 1.2 Dead+1.6 Wind 210 deg - No Ice 6137.292 -3607.528 6402.485 334.182 186.382 0.012 0.9 Dead+1.6 Wind 210 deg - No Ice 4602.969 -3607.528 6402.485 332.859 185.640 0.011 1.2 Dead+1.6 Wind 240 deg - No Ice 6137.292 -6325.453 3652.002 189.600 328.555 0.050 0.9 Dead+1.6 Wind 240 deg - No Ice 4602.969 -6325.453 3652.002 188.863 327.239 0.049 1.2 Dead+1.6 Wind 270 deg - No Ice 6137.292 -7348.478 -77.031 -5.817 382.680 0.074 0.9 Dead+1.6 Wind 270 deg - No Ice 4602.969 -7348.478 -77.031 -5.763 381.144 0.073 1.2 Dead+1.6 Wind 300 deg - 6137.292 -6402.485 -3785.424 -199.700 334.254 0.074 ttnnxxTToowweerr Job ID6 Rexcamp Page 12 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Load Combination Vertical lb Shearx lb Shearz lb Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft No Ice 0.9 Dead+1.6 Wind 300 deg - No Ice 4602.969 -6402.485 -3785.424 -198.862 332.912 0.073 1.2 Dead+1.6 Wind 330 deg - No Ice 6137.292 -3740.950 -6479.516 -340.099 196.261 0.048 0.9 Dead+1.6 Wind 330 deg - No Ice 4602.969 -3740.950 -6479.516 -338.695 195.475 0.048 1.2 Dead+1.0 Ice+1.0 Temp 7480.904 0.000 0.000 -0.052 -0.065 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 7480.904 -15.948 -1942.332 -94.518 1.112 0.007 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 7480.904 948.148 -1674.135 -81.273 -45.597 0.004 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 7480.904 1658.187 -957.355 -46.265 -80.107 -0.000 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 7480.904 1923.917 15.948 1.125 -93.170 -0.004 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 7480.904 1674.135 984.977 48.199 -81.286 -0.007 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 7480.904 975.770 1690.083 82.344 -47.640 -0.009 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 7480.904 15.948 1942.332 94.410 -1.246 -0.008 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 7480.904 -948.147 1674.135 81.165 45.463 -0.005 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 7480.904 -1658.187 957.355 46.157 79.973 0.000 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 7480.904 -1923.917 -15.948 -1.233 93.036 0.005 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 7480.904 -1674.135 -984.977 -48.308 81.152 0.008 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 7480.904 -975.770 -1690.083 -82.452 47.506 0.009 Dead+Wind 0 deg - Service 5114.410 -19.145 -1848.483 -96.625 1.388 0.004 Dead+Wind 30 deg - Service 5114.410 896.608 -1591.261 -82.984 -46.251 -0.005 Dead+Wind 60 deg - Service 5114.410 1572.116 -907.661 -47.133 -81.505 -0.012 Dead+Wind 90 deg - Service 5114.410 1826.376 19.145 1.324 -94.926 -0.016 Dead+Wind 120 deg - Service 5114.410 1591.261 940.822 49.401 -82.919 -0.016 Dead+Wind 150 deg - Service 5114.410 929.768 1610.406 84.216 -48.701 -0.012 Dead+Wind 180 deg - Service 5114.410 19.145 1848.483 96.442 -1.441 -0.005 Dead+Wind 210 deg - Service 5114.410 -896.608 1591.261 82.802 46.198 0.004 Dead+Wind 240 deg - Service 5114.410 -1572.116 907.661 46.950 81.452 0.012 Dead+Wind 270 deg - Service 5114.410 -1826.376 -19.145 -1.506 94.873 0.017 Dead+Wind 300 deg - Service 5114.410 -1591.261 -940.822 -49.583 82.867 0.017 Dead+Wind 330 deg - Service 5114.410 -929.768 -1610.406 -84.399 48.649 0.012 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX lb PY lb PZ lb PX lb PY lb PZ lb 1 0.000 -5114.410 0.000 0.000 5114.410 0.000 0.000% 2 -77.031 -6137.292 -7437.426 77.031 6137.292 7437.426 0.000% 3 -77.031 -4602.969 -7437.426 77.031 4602.969 7437.426 0.000% 4 3607.528 -6137.292 -6402.485 -3607.528 6137.292 6402.485 0.000% 5 3607.528 -4602.969 -6402.485 -3607.528 4602.969 6402.485 0.000% 6 6325.453 -6137.292 -3652.002 -6325.453 6137.292 3652.002 0.000% 7 6325.453 -4602.969 -3652.002 -6325.453 4602.969 3652.002 0.000% 8 7348.478 -6137.292 77.031 -7348.478 6137.292 -77.031 0.000% ttnnxxTToowweerr Job ID6 Rexcamp Page 13 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Load Comb. Sum of Applied Forces Sum of Reactions % Error PX lb PY lb PZ lb PX lb PY lb PZ lb 9 7348.478 -4602.969 77.031 -7348.478 4602.969 -77.031 0.000% 10 6402.485 -6137.292 3785.424 -6402.485 6137.292 -3785.424 0.000% 11 6402.485 -4602.969 3785.424 -6402.485 4602.969 -3785.424 0.000% 12 3740.950 -6137.292 6479.516 -3740.950 6137.292 -6479.516 0.000% 13 3740.950 -4602.969 6479.516 -3740.950 4602.969 -6479.516 0.000% 14 77.031 -6137.292 7437.426 -77.031 6137.292 -7437.426 0.000% 15 77.031 -4602.969 7437.426 -77.031 4602.969 -7437.426 0.000% 16 -3607.528 -6137.292 6402.485 3607.528 6137.292 -6402.485 0.000% 17 -3607.528 -4602.969 6402.485 3607.528 4602.969 -6402.485 0.000% 18 -6325.453 -6137.292 3652.002 6325.453 6137.292 -3652.002 0.000% 19 -6325.453 -4602.969 3652.002 6325.453 4602.969 -3652.002 0.000% 20 -7348.478 -6137.292 -77.031 7348.478 6137.292 77.031 0.000% 21 -7348.478 -4602.969 -77.031 7348.478 4602.969 77.031 0.000% 22 -6402.485 -6137.292 -3785.424 6402.485 6137.292 3785.424 0.000% 23 -6402.485 -4602.969 -3785.424 6402.485 4602.969 3785.424 0.000% 24 -3740.950 -6137.292 -6479.516 3740.950 6137.292 6479.516 0.000% 25 -3740.950 -4602.969 -6479.516 3740.950 4602.969 6479.516 0.000% 26 0.000 -7480.904 0.000 0.000 7480.904 0.000 0.000% 27 -15.948 -7480.904 -1942.332 15.948 7480.904 1942.332 0.000% 28 948.147 -7480.904 -1674.135 -948.148 7480.904 1674.135 0.000% 29 1658.187 -7480.904 -957.355 -1658.187 7480.904 957.355 0.000% 30 1923.917 -7480.904 15.948 -1923.917 7480.904 -15.948 0.000% 31 1674.135 -7480.904 984.977 -1674.135 7480.904 -984.977 0.000% 32 975.770 -7480.904 1690.082 -975.770 7480.904 -1690.083 0.000% 33 15.948 -7480.904 1942.332 -15.948 7480.904 -1942.332 0.000% 34 -948.147 -7480.904 1674.135 948.147 7480.904 -1674.135 0.000% 35 -1658.187 -7480.904 957.355 1658.187 7480.904 -957.355 0.000% 36 -1923.917 -7480.904 -15.948 1923.917 7480.904 15.948 0.000% 37 -1674.135 -7480.904 -984.977 1674.135 7480.904 984.977 0.000% 38 -975.770 -7480.904 -1690.082 975.770 7480.904 1690.083 0.000% 39 -19.145 -5114.410 -1848.483 19.145 5114.410 1848.483 0.000% 40 896.608 -5114.410 -1591.261 -896.608 5114.410 1591.261 0.000% 41 1572.116 -5114.410 -907.661 -1572.116 5114.410 907.661 0.000% 42 1826.376 -5114.410 19.145 -1826.376 5114.410 -19.145 0.000% 43 1591.261 -5114.410 940.822 -1591.261 5114.410 -940.822 0.000% 44 929.768 -5114.410 1610.406 -929.768 5114.410 -1610.406 0.000% 45 19.145 -5114.410 1848.483 -19.145 5114.410 -1848.483 0.000% 46 -896.608 -5114.410 1591.261 896.608 5114.410 -1591.261 0.000% 47 -1572.116 -5114.410 907.661 1572.116 5114.410 -907.661 0.000% 48 -1826.376 -5114.410 -19.145 1826.376 5114.410 19.145 0.000% 49 -1591.261 -5114.410 -940.822 1591.261 5114.410 940.822 0.000% 50 -929.768 -5114.410 -1610.406 929.768 5114.410 1610.406 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00004111 3 Yes 4 0.00000001 0.00002418 4 Yes 5 0.00000001 0.00001910 5 Yes 4 0.00000001 0.00062442 6 Yes 5 0.00000001 0.00001936 7 Yes 4 0.00000001 0.00063276 8 Yes 4 0.00000001 0.00001740 9 Yes 4 0.00000001 0.00000001 ttnnxxTToowweerr Job ID6 Rexcamp Page 14 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV 10 Yes 5 0.00000001 0.00002037 11 Yes 4 0.00000001 0.00066707 12 Yes 5 0.00000001 0.00002092 13 Yes 4 0.00000001 0.00068451 14 Yes 4 0.00000001 0.00005607 15 Yes 4 0.00000001 0.00003304 16 Yes 5 0.00000001 0.00001923 17 Yes 4 0.00000001 0.00062872 18 Yes 5 0.00000001 0.00001887 19 Yes 4 0.00000001 0.00061746 20 Yes 4 0.00000001 0.00007842 21 Yes 4 0.00000001 0.00004606 22 Yes 5 0.00000001 0.00002095 23 Yes 4 0.00000001 0.00068553 24 Yes 5 0.00000001 0.00002053 25 Yes 4 0.00000001 0.00067184 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00025548 28 Yes 4 0.00000001 0.00027648 29 Yes 4 0.00000001 0.00027458 30 Yes 4 0.00000001 0.00025149 31 Yes 4 0.00000001 0.00028308 32 Yes 4 0.00000001 0.00028500 33 Yes 4 0.00000001 0.00025500 34 Yes 4 0.00000001 0.00027526 35 Yes 4 0.00000001 0.00027344 36 Yes 4 0.00000001 0.00025087 37 Yes 4 0.00000001 0.00028305 38 Yes 4 0.00000001 0.00028476 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00000001 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0.00000001 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 71.9 - 42.5 6.353 50 0.6608 0.0004 L2 42.5 - 1 2.543 50 0.5333 0.0002 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 71.90 BXA-80063/8CF 50 6.353 0.6608 0.0004 24418 ttnnxxTToowweerr Job ID6 Rexcamp Page 15 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 66.50 T-Arm Mount 50 5.580 0.6466 0.0003 22609 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 71.9 - 42.5 25.599 24 2.6624 0.0015 L2 42.5 - 1 10.251 24 2.1501 0.0008 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 71.90 BXA-80063/8CF 24 25.599 2.6624 0.0016 6085 66.50 T-Arm Mount 24 22.482 2.6055 0.0014 5634 Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu lb Pn lb Ratio Pu Pn L1 71.9 - 42.5 (1) TP23.96x20.75x0.19 29.40 0.00 0.0 14.22 -3068.790 973301.000 0.003 L2 42.5 - 1 (2) TP28.5x23.96x0.19 41.50 0.00 0.0 16.93 -6128.470 1075980.000 0.006 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L1 71.9 - 42.5 (1) TP23.96x20.75x0.19 123.967 473.959 0.262 0.000 473.959 0.000 L2 42.5 - 1 (2) TP28.5x23.96x0.19 392.666 624.708 0.629 0.000 624.708 0.000 ttnnxxTToowweerr Job ID6 Rexcamp Page 16 of 16 Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 Project 70' Monopole Date 09:06:15 11/18/19 San Diego, CA 92108 Phone: 858-300-2346 FAX: Client Verizon Designed by EV Pole Shear Design Data Section No. Elevation ft Size Actual Vu lb Vn lb Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 71.9 - 42.5 (1) TP23.96x20.75x0.19 5393.540 486651.000 0.011 0.048 956.917 0.000 L2 42.5 - 1 (2) TP28.5x23.96x0.19 7489.130 537988.000 0.014 0.048 1260.975 0.000 Pole Interaction Design Data Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 71.9 - 42.5 (1) 0.003 0.262 0.000 0.011 0.000 0.265 1.000 4.8.2 L2 42.5 - 1 (2) 0.006 0.629 0.000 0.014 0.000 0.634 1.000 4.8.2 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P lb øPallow lb % Capacity Pass Fail L1 71.9 - 42.5 Pole TP23.96x20.75x0.19 1 -3068.790 973301.000 26.5 Pass L2 42.5 - 1 Pole TP28.5x23.96x0.19 2 -6128.470 1075980.00 0 63.4 Pass Summary Pole (L2) 63.4 Pass RATING = 63.4 Pass  Program Version 8.0.5.0 - 11/28/2018 File:C:/Users/emilio.valerio-herna/Desktop/Working Files/KNovember/ID6 Rexcamp/Structural/ID6 Rexcamp_TNX Tower_2019-11-15.eri Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-3 <- Minimum -0 Maximum -> <- Minimum -0 Maximum -> -500000 -500000 -1e+006 -1e+006 -1.5e+006 -1.5e+006 TIA-222-G - 90 mph/50 mph 0.25 in Ice Exposure C Leg Capacity Leg Compression (lb) 71.90 71.90 42.50 42.50 1.00 1.00 El e v a t i o n ( f t ) Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-5 TIA-222-G - Service - 60 mph Maximum Values 0 0 5 5 10 10 Deflection (in) 71.90 42.50 1.00 El e v a t i o n ( f t ) 0 0 0.5 0.5 1 1 Tilt (deg) 0 0 0.05 0.05 0.1 0.1 Twist (deg) 71.90 42.50 1.00 Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-7 Feed Line Distribution Chart 1' - 71'10-13/16" Round Flat App In Face App Out Face Truss Leg Face A 42.50 1.00 71.90 El e v a t i o n ( f t ) (2 ) 1 - 1 / 4 H y b r i d (6 ) A V A 5 - 5 0 ( 7 / 8 L O W D E N S I . F O A M ) (6 ) A V A 5 - 5 0 ( 7 / 8 L O W D E N S I . F O A M ) Face B 10.00 66.50 10.00 66.50 10.00 Face C 42.50 1.00 71.90 10.00 66.50 10.00 66.50 10.00 Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-4 0 0 5000 5000 10000 10000 Global Mast Shear (lb) 71.90 42.50 1.00 El e v a t i o n ( f t ) 0 0 500 500 Global Mast Moment (kip-ft) 71.90 42.50 1.00 TIA-222-G - 90 mph/50 mph 0.25 in Ice Exposure C Maximum Values Vx Vz Mx Mz Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-9 Wind Pressures and Ice Thickness TIA-222-G - 90 mph/50 mph 0.25 in Ice Exposure C 0 0 10 10 20 20 30 30 Pressure - No Ice (psf) 71.90 42.50 1.00 El e v a t i o n ( f t ) 0 0 10 10 Pressure - Ice (psf) 0 0 0.25 0.25 0.5 0.5 0.75 0.75 Ice Thickness (in) 71.90 42.50 1.00 Telecom & Wireless Consulting Technology Associates EC Inc. 2851 Camino Del Rio South, Suite 200 San Diego, CA 92108 Phone: 858-300-2346 FAX: Job: ID6 Rexcamp Project: 70' Monopole Client: Verizon Drawn by: EV App'd: Code: TIA-222-G Date: 11/18/19 Scale: NTS Path: C:\Users\emilio.valerio-herna\Desktop\Working Files\KNovember\ID6 Rexcamp\Structural\ID6 Rexcamp_TNX Tower_2019-11-15.eri Dwg No. E-8 Stress Distribution Chart 1' - 71'10-13/16" > 100%90%-100%75%-90%50%-75%< 50% Overstress Face A Face B Face C 42.50 1.00 71.90 El e v a t i o n ( f t ) 42.50 1.00 71.90 APPENDIX B Search Information Coordinates:43.829217, -111.779125 Elevation:ft Timestamp:2019-11-14T17:29:39.196Z Hazard Type:Seismic Reference Document: ASCE7-10 Risk Category:II Site Class:D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Basic Parameters Name Value Description SS 0.446 MCER ground motion (period=0.2s) S1 0.157 MCER ground motion (period=1.0s) SMS 0.644 Site-modified spectral acceleration value SM1 0.341 Site-modified spectral acceleration value SDS 0.429 Numeric seismic design value at 0.2s SA SD1 0.227 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fa 1.443 Site amplification factor at 0.2s Fv 2.171 Site amplification factor at 1.0s CRS 1.033 Coefficient of risk (0.2s) CR1 1.066 Coefficient of risk (1.0s) PGA 0.158 MCEG peak ground acceleration FPGA 1.485 Site amplification factor at PGA Map data ©2019 Google 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.00 0.10 0.20 0.30 0.40 0.50 0.60 Sa(g) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.00 0.10 0.20 0.30 0.40 Sa(g) ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=43.829217&lng=-111.77912... 2 of 2 11/14/2019, 9:30 AM EV 11/15/2019 ID6 Rexcamp Rev. 0 Stiffened Base Plate and Anchors Calculations Pu=6137 lb Vu=7482 lb Mu=4716000 lb-in e=Mu/Pu=768 in r=21 in q=758.78312 in (iterated) lo=r-e+q=11.33 in y0=r-lo=9.671 in A1=301 in2 ri=14.25 in l=ri-e+q=4.58 in yc=10 in Ac=-66 in2 y1=14 in Q1=227301 in3 ylc=12 in Qc=-50177 in3 I1=171439783 in4 Ic=-37980322 in4 n=Es/Ec=9.29 Bolt Table Bolt #ybolt in n nAbolt in2 1 0 9.29 30.1888018 2 0 9.29 30.1888018 3 18.375 8.29 26.9388018 4 -18.375 9.29 30.1888018 118 QT=267481 in3 IT=202960099 in4 qcalc=IT/QT=758.78312 in AT=353 in2 18689939 Total 90357 69500638 As per mapping by Geostructural dated November 6, 2019 the base plate and anchors consists of a 42" diameter plate with (8) 1/2" thick stiffeners, A572 Gr. 50 plate assumed, with 1.25" thickness w/ (4) 2.25" anchors (assumed Fub=100 ksi) in a 36.75" bolt circle. Abolt in2 Qbolt in3 Ibolt in4 3.25 23199 17827194 3.25 23199 17827194 3.25 20206 15156312 3.25 23753 EV 11/15/2019 ID6 Rexcamp Rev. 0 fcu=Pu(y)/(qcalcAt-Qt)=827 psi fcap=2799.3 psi fcu/fc=0.295 Pass, since under 105% ypole=4.58 in fpole=Puypole/qcalcAT-QT)=334 psi Bolt Load Table Bolt #ybolt in 1 0 2 0 3 18.375 4 -18.375 Tmax=61781 lbs n=4 bolts Vmax=Vu/n=1871 lbs ɸ=0.75 Fub=100 ksi Abolt=3.25 in2 ɸRnt=ɸFubAbolt=243750 lbs ɳ=0.55 (Tmax+Vmax/ɳ)/ɸRnt=0.267 Pass b=10.44 in l=7 in l/b=0.647 Mx=4748 lb-in My=8956 lb-in Mmax=lb-in tb=1.25 in fb=6Mmax/(tb2)=34393 psi ɸ=0.9 fy=50000 psi ɸfy=45000 psi fb/ɸfy=0.764 Pass fs=14659 psi (stiffener) ɸfy=45000 psi fs/ɸfy=0.326 Pass -17111 61781 21303 21303 Pbolt lbs 8956 APPENDIX C WE S T > D e s e r t M o u n t a i n P l a i n s > M o u n t a i n > B o i s e > R E X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 Pr o j e c t D e t a i l Si t e T y p e MA C R O Ca r r i e r A g g r e g a t i o n tr u e MP T I d 23 8 2 3 3 , 9 0 9 7 3 3 eC I P - 0 fa l s e Pr o j e c t N a m e MA N U A L M o d i f i c a t i o n E N T R Y - 0 RF D S P r o j e c t I D 12 6 5 9 5 5 Pr o j e c t I D 15 1 1 6 0 4 3 Si t e T r a k e r P r o j e c t I D RF D S P r o j e c t S c o p e - R E X C A M P 2 0 1 9 8 5 0 L T E c a r r i e r a d d a n d Er i c s s o n R R H s w a p . - R e p l a c e t h e 9 A L U r a d i o s w i t h 6 E r i c s s o n ra d i o s . - R e t a i n a l l c o a x i a l c a b l e s a n d l e a v e C D M A ra d i o s a n d a n t e n n a s a s - i s . Ad d 4 O V P s , 2 H y b r i d C a b l e s Re t a i n 6 C o a x i a l C a b l e s ( C D M A ) ** * L e a v e a l l e x i s t i n g C D M A e q u i p m e n t (r a d i o s a n d a n t e n n a s ) a s i s Lo c a t i o n I n f o r m a t i o n Si t e r r a S i t e I D # 37 7 7 2 5 Si t e N a m e RE X C A M P Si t e r r a S R # E- N o d e B I D # 01 1 1 4 5 PS L C # 13 5 0 9 2 Sw i t c h N a m e Bo i s e To w e r O w n e r To w e r T y p e Ot h e r St r e e t A d d r e s s 11 7 N o r t h 2 n d E a s t Ci t y Re x b u r g St a t e ID Zi p C o d e 83 4 4 0 Co u n t y MA D I S O N La t i t u d e 43 . 8 2 9 2 1 7 / 4 3 ° 4 9 ' 4 5 . 1 8 " N Lo n g i t u d e -1 1 1 . 7 7 9 1 2 5 / 1 1 1 ° 4 6 ' 4 4 . 8 4 " W RE X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 An t e n n a S u m m a r y Ad d e d A n t e n n a s 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Ma k e Mo d e l Ce n t e r l i n e Ti p H e i g h t Az i m u t h RE T 4x R x In s t . T y p e QT Y Re m o v e d A n t e n n a s 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Ma k e Mo d e l Ce n t e r l i n e Ti p H e i g h t Az i m u t h RE T 4x R x In s t . T y p e QT Y Re t a i n e d A n t e n n a s 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Ma k e Mo d e l Ce n t e r l i n e Ti p H e i g h t Az i m u t h RE T 4x R x In s t . T y p e QT Y YE S YE S YE S YE S AM P H E N O L HE X 6 5 6 C W 0 0 0 0 G 68 71 . 1 31 0 ( D 3 ) , 2 0 0( D 2 ) , 7 0 ( D 1) fa l s e fa l s e PH Y S I C A L 6 YE S AN T E L IN T E R N A T I O N AL , I N C . BX A - 8 0 0 6 3 / 8 F P (7 6 6 6 ) 76 79 . 9 20 0 ( D 2 ) fa l s e fa l s e PH Y S I C A L 1 YE S AN T E L IN T E R N A T I O N AL , I N C . BX A - 8 0 0 9 0 / 8 F P (7 6 6 7 ) 76 79 . 9 31 0 ( D 3 ) , 7 0 (D 1 ) fa l s e fa l s e PH Y S I C A L 2 Ad d e d : 0 Re m o v e d : 0 Re t a i n e d : 9 RE X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 Eq u i p m e n t S u m m a r y Ad d e d N o n A n t e n n a s Eq u i p m e n t Ty p e 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Lo c a t i o n Ma k e Mo d e l Ca b l e Le n g t h Ca b l e S i z e In s t . T y p e Qu a n t i t y RR U YE S YE S To w e r Er i c s s o n 44 4 9 PH Y S I C A L 3 RR U YE S YE S To w e r Er i c s s o n 88 4 3 PH Y S I C A L 3 Re m o v e d N o n A n t e n n a s Eq u i p m e n t Ty p e 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Lo c a t i o n Ma k e Mo d e l Ca b l e Le n g t h Ca b l e S i z e In s t . T y p e Qu a n t i t y RR U YE S To w e r No k i a PH Y S I C A L 3 RR U YE S YE S To w e r AL U PH Y S I C A L 6 Re t a i n e d N o n A n t e n n a s Eq u i p m e n t Ty p e 70 0 LT E 85 0 CD M A 85 0 LT E 19 0 0 CD M A 19 0 0 LT E 21 0 0 LT E Lo c a t i o n Ma k e Mo d e l Ca b l e Le n g t h Ca b l e S i z e In s t . T y p e Qu a n t i t y 0 YE S Sh e l t e r Mo t o r o l a CD M A PH Y S I C A L 1 Co a x i a l Ca b l e s YE S To w e r PH Y S I C A L 6 OV P B o x YE S YE S YE S YE S To w e r RA Y C A P OV P 6 PH Y S I C A L 2 OV P B o x YE S YE S YE S Sh e l t e r RA Y C A P OV P 6 PH Y S I C A L 2 Hy b r i d C a b l e YE S YE S YE S YE S To w e r PH Y S I C A L 2 RE X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 Se r v i c e s 70 0 M H Z L T E Se c t o r Az i m u t h Ce l l / E N o d e B I D An t e n n a M o d e l An t e n n a M a k e Ce n t e r l i n e ( F t ) Me c h a n i c a l D T ( D e g . ) El e c t r i c a l D T Ti p H e i g h t TM A m a k e TM A m o d e l RR U m a k e RR U m o d e l # o f T x , R x L i n e s Po s i t i o n Cu r r e n t V e r s i o n : 00 0 0 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 5 - 75 0 - ( 4 5 ) - R E D ( 6 0 0 7 7 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 5 7 7 71 . 1 71 . 1 71 . 1 2, 4 2, 4 2, 4 Pr o p o s e d V e r s i o n : 00 0 2 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 5 - 75 0 - ( 4 5 ) - R E D ( 6 0 0 7 7 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 5 7 7 71 . 1 71 . 1 71 . 1 Er i c s s o n Er i c s s o n Er i c s s o n 44 4 9 44 4 9 44 4 9 4, 4 4, 4 4, 4 21 0 0 M H Z L T E Se c t o r Az i m u t h Ce l l / E N o d e B I D An t e n n a M o d e l An t e n n a M a k e Ce n t e r l i n e ( F t ) Me c h a n i c a l D T ( D e g . ) El e c t r i c a l D T Ti p H e i g h t TM A m a k e TM A m o d e l RR U m a k e RR U m o d e l # o f T x , R x L i n e s Po s i t i o n Cu r r e n t V e r s i o n : 00 0 0 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 2 2 2 71 . 1 71 . 1 71 . 1 No k i a No k i a No k i a 2, 4 2, 4 2, 4 Pr o p o s e d V e r s i o n : 00 0 2 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 2 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 5 9 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 2 2 2 71 . 1 71 . 1 71 . 1 Er i c s s o n Er i c s s o n Er i c s s o n 88 4 3 88 4 3 88 4 3 4, 4 4, 4 4, 4 19 0 0 M H Z L T E Se c t o r Az i m u t h Ce l l / E N o d e B I D An t e n n a M o d e l An t e n n a M a k e Ce n t e r l i n e ( F t ) Me c h a n i c a l D T ( D e g . ) El e c t r i c a l D T Ti p H e i g h t TM A m a k e TM A m o d e l RR U m a k e RR U m o d e l # o f T x , R x L i n e s Po s i t i o n Cu r r e n t V e r s i o n : 00 0 0 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 3 3 3 71 . 1 71 . 1 71 . 1 No k i a No k i a No k i a 4, 4 4, 4 4, 4 Pr o p o s e d V e r s i o n : 00 0 2 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 3 - 21 0 0 - ( 4 5 ) - B L U E ( 6 0 0 6 1 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 3 3 3 71 . 1 71 . 1 71 . 1 Er i c s s o n Er i c s s o n Er i c s s o n 88 4 3 88 4 3 88 4 3 4, 4 4, 4 4, 4 85 0 M H Z C D M A Se c t o r Az i m u t h Ce l l / E N o d e B I D An t e n n a M o d e l An t e n n a M a k e Ce n t e r l i n e ( F t ) Me c h a n i c a l D T ( D e g . ) El e c t r i c a l D T Ti p H e i g h t TM A m a k e TM A m o d e l RR U m a k e RR U m o d e l # o f T x , R x L i n e s Po s i t i o n Cu r r e n t V e r s i o n : 00 0 0 D1 D2 D3 70 20 0 31 0 BX A - 8 0 0 9 0 / 8 F P ( 7 6 6 7 ) BX A - 8 0 0 6 3 / 8 F P ( 7 6 6 6 ) BX A - 8 0 0 9 0 / 8 F P ( 7 6 6 7 ) AN T E L IN T E R N A T I O N A L , IN C . AN T E L IN T E R N A T I O N A L , IN C . AN T E L IN T E R N A T I O N A L , IN C . 76 76 76 0 0 0 0 0 0 79 . 9 79 . 9 79 . 9 , , , Pr o p o s e d V e r s i o n : 00 0 2 D1 D2 D3 70 20 0 31 0 BX A - 8 0 0 9 0 / 8 F P ( 7 6 6 7 ) BX A - 8 0 0 6 3 / 8 F P ( 7 6 6 6 ) BX A - 8 0 0 9 0 / 8 F P ( 7 6 6 7 ) AN T E L IN T E R N A T I O N A L , IN C . AN T E L IN T E R N A T I O N A L , IN C . AN T E L IN T E R N A T I O N A L , IN C . 76 76 76 0 0 0 0 0 0 79 . 9 79 . 9 79 . 9 , , , 85 0 M H Z L T E Se c t o r Az i m u t h Ce l l / E N o d e B I D An t e n n a M o d e l An t e n n a M a k e Ce n t e r l i n e ( F t ) Me c h a n i c a l D T ( D e g . ) El e c t r i c a l D T Ti p H e i g h t TM A m a k e TM A m o d e l RR U m a k e RR U m o d e l # o f T x , R x L i n e s Po s i t i o n Cu r r e n t V e r s i o n : Pr o p o s e d V e r s i o n : 00 0 2 D1 D2 D3 70 20 0 31 0 01 1 1 4 5 01 1 1 4 5 01 1 1 4 5 HE X 6 5 6 C W 0 0 0 0 X - T 0 5 - 75 0 - ( 4 5 ) - R E D ( 6 0 0 7 7 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) HE X 6 5 6 C W 0 0 0 0 X - T 0 7 - 75 0 - ( 4 5 ) - R E D ( 6 0 1 9 8 ) AM P H E N O L AM P H E N O L AM P H E N O L 68 68 68 0 0 0 5 7 7 71 . 1 71 . 1 71 . 1 Er i c s s o n Er i c s s o n Er i c s s o n 44 4 9 44 4 9 44 4 9 4, 4 4, 4 4, 4 Se r v i c e C o m m e n t s RE X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 Ca l l s i g n s P e r A n t e n n a - P r o p o s e d Se c t o r Ma k e Mo d e l Ce n t e r l i n e Ti p He i g h t Az i mu t h( T N) El e c .Ti l t Me c h.Ti l t Ga i n Ho r iz BW Re g u l a t o ry P o w e r 70 0 Ca l l s i g n s 85 0 Ca l l s i g n s 19 0 0 Ca l l s i g n s 21 0 0 Ca l l s i g n s 28 G H z Ca l l s i g n s 31 G H z Ca l l s i g n s 39 G H z Ca l l s i g n s D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 3 0 15 . 1 63 22 0 . 2 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D3 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 31 0 0 0 14 87 . 7 5 30 9 . 7 6 KN K N 3 0 6 D3 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 31 0 0 0 14 87 . 7 5 41 7 . 8 3 KN K N 2 3 4 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 7 0 12 72 . 7 5 59 1 . 6 4 KN K N 3 0 6 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 7 0 12 72 . 7 5 59 1 . 6 4 KN K N 2 3 4 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 3 0 15 . 1 63 44 0 . 4 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D2 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 6 3 / 8 FP ( 7 6 6 6 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 20 0 0 0 16 66 . 5 49 0 . 9 4 KN K N 2 3 4 D2 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 6 3 / 8 FP ( 7 6 6 6 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 20 0 0 0 16 66 . 5 66 2 . 2 2 KN K N 2 3 4 D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 3 0 15 . 1 63 44 0 . 4 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 7 0 12 72 . 7 5 65 . 7 4 WQ J Q 6 9 4 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 5 - 7 5 0 - ( 45 ) - R E D (6 0 0 7 7 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 5 0 12 74 . 5 59 1 . 6 4 KN K N 2 3 4 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 5 - 7 5 0 - ( 45 ) - R E D (6 0 0 7 7 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 5 0 12 74 . 5 59 1 . 6 4 KN K N 3 0 6 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 3 0 15 . 1 63 44 0 . 4 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 2 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 5 9 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 2 0 15 . 1 66 . 7 5 11 0 . 1 0 WQ G B 2 1 1, W Q G D 44 4 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 3 0 15 . 1 63 22 0 . 2 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 7 0 12 72 . 7 5 59 1 . 6 4 KN K N 3 0 6 D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 7 0 12 72 . 7 5 59 1 . 6 4 KN K N 2 3 4 D1 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 70 0 0 14 87 . 7 5 41 7 . 8 3 KN K N 2 3 4 D2 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 2 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 5 9 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 20 0 2 0 15 . 1 66 . 7 5 11 0 . 1 0 WQ G B 2 1 1, W Q G D 44 4 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 3 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 6 1 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 3 0 15 . 1 63 22 0 . 2 0 KN L G 2 4 0 ,K N L H 6 7 2, W P W L 2 98 D3 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 31 0 0 0 14 87 . 7 5 30 9 . 7 6 KN K N 2 3 4 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 7 - 7 5 0 - ( 45 ) - R E D (6 0 1 9 8 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 7 0 12 72 . 7 5 65 . 7 4 WQ J Q 6 9 4 D1 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 70 0 0 14 87 . 7 5 30 9 . 7 6 KN K N 3 0 6 D3 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 2 - 2 1 0 0 - ( 45 ) - B L U E (6 0 0 5 9 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 31 0 2 0 15 . 1 66 . 7 5 11 0 . 1 0 WQ G B 2 1 1, W Q G D 44 4 D2 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 6 3 / 8 FP ( 7 6 6 6 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 20 0 0 0 16 66 . 5 49 0 . 9 4 KN K N 3 0 6 D1 AM P H E N OL HE X 6 5 6 C W 0 0 0 0X - T 0 5 - 7 5 0 - ( 45 ) - R E D (6 0 0 7 7 ) 68 f t / 2 0 . 7 3 m 71 . 1 f t / 2 1 . 67 m 70 5 0 12 74 . 5 65 . 7 4 WQ J Q 6 9 4 D1 AN T E L IN T E R N AT I O N A L, I N C . BX A - 8 0 0 9 0 / 8 FP ( 7 6 6 7 ) 76 f t / 2 3 . 1 6 m 79 . 9 f t / 2 4 . 35 m 70 0 0 14 87 . 7 5 30 9 . 7 6 KN K N 2 3 4 RE X C A M P - J i b o y e , C l e m e n t - c l e m e n t . j i b o y e @ v e r i z o n w i r e l e s s . c o m - 1 0 / 2 5 / 2 0 1 8 1 7 : 1 8 : 3 3 Ca l l s i g n s Ca l l s i g n s Ma r k e t Ra d i o Co d e Ma r k e t Nu m b er Bl o c k St a t e Co u n t y Li c e n s e e Na m e Wh o l l y Ow n e d To t a l MH Z Fr e q Ra n g e 1 Fr e q Ra n g e 2 Fr e q Ra n g e 3 Fr e q Ra n g e 4 Re g u l at o r y Po w e r Th r e s ho l d (W ) PO P s / Sq M i St a t u s Pr o j e c t Ac t i o n KN K N 2 3 4 Id a h o 6 - Cl a r k CL CM A 3 93 B ID Ma d i s on Id a h o 6 - C l a r k Li m i t e d Pa r t n e r s h i p No 25 . 0 0 0 83 5 . 0 0 0-84 5 . 0 0 0 88 0 . 0 0 0-89 0 . 0 0 0 84 6 . 5 0 0-84 9 . 0 0 0 89 1 . 5 0 0-89 4 . 0 0 0 66 2 . 2 2 10 0 0 80 . 0 Ac t i v e Ad d e d KN K N 3 0 6 Id a h o 6 - Cl a r k CL CM A 3 93 A ID Ma d i s on Al l t e l Co m m u n i c a t i o ns , L L C Ye s 25 . 0 0 0 82 4 . 0 0 0-83 5 . 0 0 0 86 9 . 0 0 0-88 0 . 0 0 0 84 5 . 0 0 0-84 6 . 5 0 0 89 0 . 0 0 0-89 1 . 5 0 0 59 1 . 6 4 10 0 0 80 . 0 Ac t i v e Ad d e d KN L G 2 4 0 Id a h o F a l l s , ID CW BT A 2 0 2 F ID Ma d i s on Ce l l c o Pa r t n e r s h i p Ye s 10 . 0 0 0 18 9 0 . 0 00 - 18 9 5 . 0 00 19 7 0 . 0 00 - 19 7 5 . 0 00 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 44 0 . 4 0 32 8 0 80 . 0 Ac t i v e Ad d e d KN L H 6 7 2 Id a h o F a l l s , ID CW BT A 2 0 2 E ID Ma d i s on Ve r i z o n Wi r e l e s s (V A W ) L L C Ye s 10 . 0 0 0 18 8 5 . 0 00 - 18 9 0 . 0 00 19 6 5 . 0 00 - 19 7 0 . 0 00 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 44 0 . 4 0 32 8 0 80 . 0 Ac t i v e Re t a i n ed WP W L 2 9 8 Id a h o F a l l s , ID CW BT A 2 0 2 C ID Ma d i s on Ce l l c o Pa r t n e r s h i p Ye s 15 . 0 0 0 19 0 2 . 5 00 - 19 1 0 . 0 00 19 8 2 . 5 00 - 19 9 0 . 0 00 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 44 0 . 4 0 32 8 0 80 . 0 Ac t i v e Ad d e d WQ G B 2 1 1 Id a h o F a l l s , ID - W Y AW BE A 1 48 B ID Ma d i s on Ce l l c o Pa r t n e r s h i p Ye s 20 . 0 0 0 17 2 0 . 0 00 - 17 3 0 . 0 00 21 2 0 . 0 00 - 21 3 0 . 0 00 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 11 0 . 1 0 32 8 0 80 . 0 Ac t i v e Re t a i n ed WQ G D 4 4 4 Id a h o 6 - Cl a r k AW CM A 3 93 A ID Ma d i s on Ce l l c o Pa r t n e r s h i p Ye s 20 . 0 0 0 17 1 0 . 0 00 - 17 2 0 . 0 00 21 1 0 . 0 00 - 21 2 0 . 0 00 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 11 0 . 1 0 32 8 0 80 . 0 Ac t i v e Re t a i n ed WQ J Q 6 9 4 We s t WU RE A 0 06 C ID Ma d i s on Ce l l c o Pa r t n e r s h i p Ye s 22 . 0 0 0 74 6 . 0 0 0-75 7 . 0 0 0 77 6 . 0 0 0-78 7 . 0 0 0 .0 0 0 - .0 0 0 .0 0 0 - .0 0 0 65 . 7 4 20 0 0 80 . 0 Ac t i v e Ad d e d WR B F 7 3 0 Po c a t e l l o , I D UU PE A 1 8 7 9- A ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e WR B F 7 3 1 Po c a t e l l o , I D UU PE A 1 8 7 9- B ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e WR B G 8 9 8 Po c a t e l l o , I D UU PE A 1 8 7 14 - A ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e WR B G 8 9 9 Po c a t e l l o , I D UU PE A 1 8 7 14 - B ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e WR B H 3 7 4 Po c a t e l l o , I D UU PE A 1 8 7 4- A ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e WR B H 3 7 5 Po c a t e l l o , I D UU PE A 1 8 7 4- B ID Ma d i s o n St r a i g h t P a t h Sp e c t r u m , L L C Ye s .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 Ac t i v e +- + -+ -2 4 5 6 Amphenol HEX65xCW0000x 2x 6-Port Antennas + 2x RRHs per sector B D 700 + 850 RRH E/// Radio 4449 F HGAWS + PCS RRH E/// Radio 8843 DCB AISG E AISG A AISG A AISG C 13 +-+ -+ -2 4 5 613 ININOUT ALD