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Bu'202O Od/2 8777 sk) /3(fQ/fi9zi4 PiF &P ACOMPANOYRD ■ Date: April 22, 2020 11, _.G l . y_t Kevin Nelson MAY 5 2020 Paul J. Ford and Company Crown Castle vATY OF Ti o 250 E. Broad St., Ste 600 2055 S Stearman Dr BUILDING +�� �t Columbus, O9 43215 Chandler, AZ 85286 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: PT89 Carrier Site Name: DOWNTOWN TIGARD Crown Castle Designation: Crown Castle BU Number: 879526 Crown Castle Site Name: TIGARD Crown Castle JDE Job Number: 599216 Crown Castle Work Order Number: 1842632 Crown Castle Order Number: 511776 Rev. 0 Engineering Firm Designation: Paul J. Ford and Company Project Number: 37520-0706.001.7805 Site Data: 8777 SW BURNHAM, TIGARD, Washington County, OR Latitude 45°25'42.07", Longitude-122°46'5.34" 100 Foot-Monopole Tower Dear Kevin Nelson, Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2019 Oregon Structural Specialty Code and the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 97 mph. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Respectfully submitted by: 41:2112 F ��RgD Rt)p. � cps 04GIN F ioy Angela Sa e, E.I. Structural Designer 11. 89567PE asage(r)a,pauliford.com OREGON ® , ®4q° 18,Ro44 N KE �p ovee,-z0z0 Expires: 05/30/20Z/ tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC/BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) Table 5—Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output • 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 3 1) INTRODUCTION This tower is a 100 ft Monopole tower designed by NEWMARK INFRASTRUCTURE SOLUTIONS in June of 1996. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 97 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.86 Seismic S1: 0.394 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna Line of Antenna Model of Feed Level (ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 3 alcatel lucent B25 RRH4X30 2 cellmax CMA-UBTULBULBHH/6517/17/21/21 technologies WI Mount Pipe 4 commscope NNHH-65C-R4 CCIV2 w/Mount { I Pipe 76.0 2 kmw ET-X-UW-70-16-70-18-IR-AT w/ 3 3/4 75.0 communications Mount Pipe 2 3/8 3 j nokia AHCA_CCIV3 12 7/8 3 nokia AHLBA_CCIV2 1 raycap DC6-48-60-18-8F 1 raycap DC9-48-60-24-8C-EV 75.0 1 tower mounts Platform Mount w/SiteProl PRK- 1245L [LP 303-1_KCKR] . , tnxTower Report-version 8.0.5.0 April22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 4 Table 2 -Other Considered Equipment ti Mounting Center Number Antenna Number Feed of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) ' (ft) 102.0 1 tower mounts Platform Mount[LP 602-1] 3 kmw ET-X-TU-42-15-37-18-IR-SP w/ communications Mount Pipe 3 samsung M-MIMO AAU w/Mount Pipe telecommunications samsung OPTIC FIBER JUNCTION 102.0 3 telecommunications CYLINDER 4 1-7/16 101.0 samsung 3 telecommunications POWER JUNCTION CYLINDER 3 samsung RRH-C2C W/EXT FILTER telecommunications samsung 3 telecommunications RRH-P4 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS I NORTHWEST GEOTECH, INC., 2121857 CCISITES 727.17.1, 5/31/1996 4-TOWER FOUNDATION VERTICAL SOLUTIONS, 2315161 CCISITES DRAWINGS/DESIGN/SPECS 080897.03, 9/16/2008(mapped) 4-TOWER MANUFACTURER NEWMARK, 99-196, 6/2/1996 2055065 CCISITES DRAWINGS 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. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) We calculated the capacity of the existing foundations using the design parameters indicated in the original foundation design calculations. 4) Wind loading governs. Seismic forces have been inputted as user defined loads for use within tnxTower. The foundation, anchor rods, and base plate have been analyzed for the reactions from the wind loading analysis. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.0.5.0 April22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 5 4)ANALYSIS RESULTS ` Table 4-Section Capacity (Summary) Section Elevation(ft) Component Size Critical P(K) SF•P %_allow Pass I Fail No. Type Element (K) Capacity L1 100-60.25 i Pole TP26.255x20x0.25 1 -9.80 1 1256.07 I 25.3 Pass I L2 60.25-26 Pole TP31.145x25.1523x0.3125 2 -14.37 T 1862.73 37.7 ' Pass L3 26-0 Pole TP34.611x29.8244x0.375 3 -20.19 2539.31 1 40.2 Pass 1 i ISummaryI Pole(L3) I 40.2 I Pass I I I RATING= 40.2 I Pass Table 5-Tower Component Stresses vs. Capacity - LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1 Anchor Rods 0 35.7 Pass • 1 Base Plate 0 32.8 Pass • 1 2 Base Foundation 0 42.1 Pass • :: Reaction Comparison Structure Rating (max from all components) = 42.1% I Notes: • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Foundation capacity determined by comparing analysis reactions to original design reactions. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 6 APPENDIX A TNXTOWER OUTPUT . tnxTower Report-version 8.0.5.0 MATERIAL STRENGTH GRADE Fy Fu GRADE 1 Fy_ - f _ Fu 1GJG ft A572A5 65 ksi BO ksi J . 1 TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-H Standard. l 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. • : 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. • • 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TIA-222-H Annex S 9. CCISeismic Note:Seismic loads generated by CCISeismic 3.2.3 10. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H c 11. TOWER RATING:40.2% milmme k 60.3 fl I I 1 O N m < o ro : ,Ti'-' 4 11 f c N n ALL REACTIONS ARE FACTORED AXIAL • • I 23 K\ : SHEAR I \ MOMENT 2 K ' 197 kip-ft / 2e.0 TORQUE 0 kip-ft _ ft � I SEISMIC AX/AL 37K • SHEAR.--- HEAR \ MOMENT 2 K y 122 kip-ft R 4 O 7 TORQUE 0 kip-ft m m 7?si 2 R ` 30 mph WIND-1.5000 in ICE AXIAL 20 K SHEAR' \ MOMENT 12 K t 848 kip-ft o.0 5 o TORQUE 1 kip-ft REACTIONS-97 mph WIND to 11 11 `. Y 2 `g & rn E .g "' o a a y � 1 4 ‘,5, r m 33 INFPaul J. Ford and Company 1ob_100'Monopole Tigard,OR 250 E. Broad St.,Ste 600 PfO1aaBU879526(PJF#375240706) Columbus, OH 43215 che"b Crown Castle Intemationa Draw"bY:Angela SageAPPd' PJFLogo Phone:614-221-6679 code: TIA-222-H Date:04/22/20 spate: NTS FAX: Path: Dwg No. April 22, 2020 100 Ft Monopole Tower Structural Analysis CC/BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: 1) Tower is located in Washington County, Oregon. 2) Tower base elevation above sea level: 165.62 ft. 3) Basic wind speed of 97 mph. 4) Risk Category II. 5) Exposure Category C. 6) Simplified Topographic Factor Procedure for wind speed-up calculations is used. 7) Topographic Category: 1. 8) Crest Height: 0.00 ft. 9) Nominal ice thickness of 1.5000 in. 10) Ice thickness is considered to increase with height. 11) Ice density of 56 pcf. 12) A wind speed of 30 mph is used in combination with ice. 13) Temperature drop of 50 °F. 14) Deflections calculated using a wind speed of 60 mph. 15) TIA-222-H Annex S. 16) CCISeismic Note: Seismic loads generated by CCISeismic 3.2.3. 17) CCISeismic Note: Seismic calculations are in accordance with TIA-222-H. 18) A non-linear(P-delta) analysis was used. 19) Pressures are calculated at each section. 20) Stress ratio used in pole design is 1.05. 21) Tower analysis based on target reliabilities in accordance with Annex S. 22) Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85, Kes(Ev and Eh) = 1.0. 23) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 100.00-60.25 39.75 3.83 12 20.0000 26.2550 0.2500 1.0000 A572-65 (65 ksi) L2 60.25-26.00 38.08 4.42 12 25.1523 31.1450 0.3125 1.2500 A572-65 (65 ksi) L3 26.00-0.00 30.42 12 29.8244 34.6110 0.3750 1.5000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C UC J It/Q w wit In in2 in4 in in in3 in° in2 in Li 20.6173 15.8988 791.5587 7.0705 10.3600 76.4053 1603.9125 7.8249 4.6900 18.76 27.0930 20.9340 1806.9761 9.3098 13.6001 132.8650 3661.4234 10.3031 6.3663 25.465 L2 26.5533 24.9951 1968.5073 8.8927 13.0289 151.0878 3988.7294 12.3018 5.9033 18.891 32.1334 31.0252 3764.5933 11.0380 16.1331 233.3458 7628.0866 15.2697 7.5094 24.03 L3 31.4642 35.5602 3936.4376 10.5429 15.4491 254.8013 7976.2898 17.5016 6.9879 18.635 35.6997 41.3400 6184.7499 12.2565 17.9285 344.9675 12531.9801 20.3463 8.2707 22.055 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 8 • Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants • ft ft in in in in L1 100.00- 1 1 1 60.25 L2 60.25- 1 1 1 ' 26.00 L3 26.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d Diamete r Torque Type ft Position r plf Calculation in in WR-VG86ST-BRD(3/4) C No Surface Ar 75.00- 2 2 -0.464 0.7950 0.58 (CaAa) 0.00 -0.418 WR-VG86ST-BRD(3/4) B No Surface Ar 75.00- 1 1 0.331 0.7950 0.58 (CaAa) 0.00 0.331 FB-L98-002-XXX(3/8) B No Surface Ar 75.00- 1 1 0.366 0.3937 0.06 (CaAa) 0.00 0.366 FB-L98-002-XXX(3/8) B No Surface Ar 75.00- 1 1 0.306 0.3937 0.06 (CaAa) 0.00 0.306 LDF5-50A(7/8) B No Surface Ar 75.00- 8 4 0.359 1.0300 0.33 (CaAa) 0.00 0.500 ? LDF5-50A(7/8) C No Surface Ar 75.00- 4 2 -0.411 1.0300 0.33 (CaAa) 0.00 -0.360 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2At pif Calculation TYPE 2(1-7/16) C No No Inside Pole 100.00-0.00 3 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 1"Ice 0.00 0.60 2"Ice 0.00 0.60 TYPE 2(1-7/16) C No No Inside Pole 100.00-0.00 1 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 1"Ice 0.00 0.60 2"Ice 0.00 0.60 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR A; CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 100.00-60.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 8.411 0.000 0.05 C 0.000 0.000 5.384 0.000 0.13 • 4 L2 60.25-26.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 19.531 0.000 0.11 C 0.000 0.000 12.501 0.000 0.17 L3 26.00-0.00 A 0.000 0.000 0.000 0.000 0.00 • - B 0.000 0.000 14.826 0.000 0.09 C 0.000 0.000 9.490 0.000 0.13 tnxTower Report-version 8.0.5.0 • April 22, 2020 100 Ft Monopole Tower Structural Analysis CC/BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 9 Feed Line/Linear Appurtenances Section Areas - With Ice r Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 100.00-60.25 A 1.392 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 27.384 0.000 0.33 C 0.000 0.000 16.997 0.000 0.30 L2 60.25-26.00 A 1.309 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 63.588 0.000 0.77 C 0.000 0.000 39.467 0.000 0.55 L3 26.00-0.00 A 1.159 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 46.434 0.000 0.54 C 0.000 0.000 28.880 0.000 0.40 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in L1 100.00-60.25 1.8036 0.9265 3.0208 1.4224 L2 60.25-26.00 3.7544 1.9279 5.1767 2.4352 L3 26.00-0.00 3.8703 1.9867 5.5042 2.5942 r Note: For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line Ke K, Section Record No. Segment No Ice Ice Elev. L1 4 WR-VG86ST-BRD(3/4) 60.25- 1.0000 1.0000 75.00 L1 5 WR-VG86ST-BRD(3/4) 60.25- 1.0000 1.0000 75.00 L1 6 FB-L98-002-XXX(3/8) 60.25- 1.0000 1.0000 75.00 L1 7 FB-L98-002-XXX(3/8) 60.25- 1.0000 1.0000 75.00 L1 8 LDFS-50A(7/8) 60.25- 1.0000 1.0000 75.00 L1 9 LDFS-50A(7/8) 60.25- 1.0000 1.0000 75.00 L2 4 WR-VG86ST-BRD(3/4) 26.00- 1.0000 1.0000 60.25 L2 5 WR-VG86ST-BRD(3/4) 26.00- 1.0000 1.0000 60.25 L2 6 FB-L98-002-XXX(3/8) 26.00- 1.0000 1.0000 60.25 L2 7 FB-L98-002-XXX(3/8) 26.00- 1.0000 1.0000 60.25 L2 8 LDF5-50A(7/8) 26.00- 1.0000 1.0000 60.25 ' L2 9 LDF5-50A(7/8) 26.00- 1.0000 1.0000 60.25 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis COI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 10 User Defined Loads - Seismic Description Elevation Offset Azimuth En, Eh. E, En From Angle Centroid ft ft K K K K CCISeismic Tower Section 1 -1 95.13 0.00 0.0000 0.08 0.00 0.00 0.15 • CCISeismic Tower Section 1 -2 85.25 0.00 0.0000 0.08 0.00 0.00 0.14 CCISeismic Tower Section 1 -3 75.25 0.00 0.0000 0.09 0.00 0.00 0.11 CCISeismic Tower Section 1 -4 65.25 0.00 0.0000 0.09 0.00 0.00 0.09 CCISeismic Tower Section 2-1 60.04 0.00 0.0000 0.10 0.00 0.00 0.08 CCISeismic Tower Section 2-2 51.00 0.00 0.0000 0.13 0.00 0.00 0.08 CCISeismic Tower Section 2-3 41.00 0.00 0.0000 0.13 0.00 0.00 0.05 CCISeismic Tower Section 2-4 31.00 0.00 0.0000 0.14 0.00 0.00 0.03 CCISeismic Tower Section 3-1 30.21 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic Tower Section 3-2 25.00 0.00 0.0000 0.17 0.00 0.00 0.02 CCISeismic Tower Section 3-3 15.00 0.00 0.0000 0.18 0.00 0.00 0.01 CCISeismic Tower Section 3-4 5.00 0.00 0.0000 0.19 0.00 0.00 0.00 CCISeismic miscl 3/4"x 10 ft lightning rod 100.00 0.00 0.0000 0.00 0.00 0.00 0.01 • CCISeismic samsung telecommunications M-MIMO 102.00 0.00 0.0000 0.02 0.00 0.00 0.06 MU w/Mount Pipe CCISeismic samsung telecommunications M-MIMO 102.00 0.00 0.0000 0.02 0.00 0.00 0.06 AAU w/Mount Pipe • CCISeismic samsung telecommunications M-MIMO 102.00 0.00 0.0000 0.02 0.00 0.00 0.06 AAU wl Mount Pipe CCISeismic kmw communications ET-X-TU-42-15-37- 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 18-IR-SP w/Mount Pipe CCISeismic kmw communications ET-X-TU-42-15-37- 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 18-IR-SP w/Mount Pipe CCISeismic kmw communications ET-X-TU-42-15-37- 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 -r 18-IR-SP wl Mount Pipe CCISeismic samsung telecommunications RRH-C2C 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 W/EXT FILTER CCISeismic samsung telecommunications RRH-C2C 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 W/EXT FILTER CCISeismic samsung telecommunications RRH-C2C 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 W/EXT FILTER CCISeismic samsung telecommunications RRH-P4 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic samsung telecommunications RRH-P4 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic samsung telecommunications RRH-P4 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic samsung telecommunications OPTIC 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 FIBER JUNCTION CYLINDER CCISeismic samsung telecommunications OPTIC 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 FIBER JUNCTION CYLINDER CCISeismic samsung telecommunications OPTIC 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 FIBER JUNCTION CYLINDER CCISeismic samsung telecommunications POWER 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 JUNCTION CYLINDER CCISeismic samsung telecommunications POWER 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 JUNCTION CYLINDER CCISeismic samsung telecommunications POWER 102.00 0.00 0.0000 0.00 0.00 0.00 0.00 JUNCTION CYLINDER CCISeismic tower mounts(cci)Platform Mount[LP 102.00 0.00 0.0000 0.18 0.00 0.00 0.43 602-1] CCISeismic(2)pole mounts 2.375"OD x 6'Mount 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 Pipe CCISeismic(2)pole mounts 2.375"OD x 6'Mount 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 Pipe CCISeismic(2)pole mounts 2.375"OD x 6'Mount 102.00 0.00 0.0000 0.01 0.00 0.00 0.02 Pipe CCISeismic pole mounts 2.375"OD x 6'Mount Pipe 78.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic pole mounts 2.375"OD x 6'Mount Pipe 78.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic pole mounts 2.375"OD x 6'Mount Pipe 78.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic(2)commscope NNHH-65C-R4_CCIV2 75.00 0.00 0.0000 0.04 0.00 0.00 0.06 • 4 w/Mount Pipe CCISeismic(2)commscope NNHH-65C-R4_CCIV2 75.00 0.00 0.0000 0.04 0.00 0.00 0.06 w/Mount Pipe CCISeismic(2)cellmax technologies CMA- 75.00 0.00 0.0000 0.04 0.00 0.00 0.05 UBTULBULBHH/6517/17/21/21 w/Mount Pipe CCISeismic nokia AHCACCIV3 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic nokia AHCA_CCIV3 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 tnxTower Report-version 8.0.5.0 April22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 11 Description Elevation Offset Azimuth Er Eh, Eh. Eh From Angle - Centroid ft ft K K K K CCISeismic nokia AHCA CCIV3 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 • CCISeismic nokia AHLBA_CCIV2 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic nokia AHLBA_CCIV2 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic nokia AHLBA_CCIV2 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 _ CCISeismic raycap DC9-48-60-24-8C-EV 75.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic kmw communications ET-X-UW-70-16- 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 70-18-IR-AT wl Mount Pipe CCISeismic kmw communications ET-X-UW-70-16- 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 70-18-IR-AT w/Mount Pipe CCISeismic alcalel lucent B25 RRH4X30 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic alcalel lucent B25 RRH4X30 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic alcalel lucent B25 RRH4X30 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic raycap DC6-48-60-18-8F 75.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic tower mounts(cci)Platform Mount[LP 75.00 0.00 0.0000 0.21 0.00 0.00 0.27 303-1_KCKR] CCISeismic(2)pole mounts 2.375"OD x 6'Mount 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 Pipe CCISeismic pole mounts 2.375"OD x 6'Mount Pipe 75.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic pole mounts 2.375"OD x 6'Mount Pipe 75.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic(3)samsung telecommunications TYPE 95.00 0.00 0.0000 0.00 0.00 0.00 0.01 2(1-7/16)From 0 to 100(90ft to100ft) CCISeismic(3)samsung telecommunications TYPE 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(80ft to90ft) CCISeismic(3)samsung telecommunications TYPE 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(70ft to80ft) CCISeismic(3)samsung telecommunications TYPE 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(60ft to70ft) CCISeismic(3)samsung telecommunications TYPE 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(50ft to60ft) CCISeismic(3)samsung telecommunications TYPE 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(40ft to50ft) CCISeismic(3)samsung telecommunications TYPE 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(30ft to4oft) CCISeismic(3)samsung telecommunications TYPE 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(20ft to30ft) CCISeismic(3)samsung telecommunications TYPE 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(10ft to20ft) CCISeismic(3)samsung telecommunications TYPE 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 2(1-7/16)From 0 to 100(Oft tolOft) CCISeismic samsung telecommunications TYPE 2(1- 95.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(90ft to100ft) CCISeismic samsung telecommunications TYPE 2(1- 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(80ft to90ft) CCISeismic samsung telecommunications TYPE 2(1- 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(70ft to8Oft) CCISeismic samsung telecommunications TYPE 2(1- 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(60ft to70ft) CCISeismic samsung telecommunications TYPE 2(1- 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(50ft to60ft) CCISeismic samsung telecommunications TYPE 2(1- 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(40ft to50ft) CCISeismic samsung telecommunications TYPE 2(1- 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(30ft to40ft) CCISeismic samsung telecommunications TYPE 2(1- 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(20ft to30ft) CCISeismic samsung telecommunications TYPE 2(1- 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(10ft to20ft) CCISeismic samsung telecommunications TYPE 2(1- 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 7/16)From 0 to 100(Oft to10ft) CCISeismic(2)rosenberger leoni WR-VG86ST- 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(70f1 to75ft) CCISeismic(2)rosenberger leoni WR-VG86ST- 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 r • BRD(3/4)From 0 to 75(60ft to7Oft) CCISeismic(2)rosenberger leoni WR-VG86ST- 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(50ft to60ft) _ CCISeismic(2)rosenberger leoni WR-VG86ST- 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(40ft to50ft) tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 12 Description Elevation Offset Azimuth E. Eh. Eh, Eh From Angle Centroid ft ft K K K K - CCISeismic(2)rosenberger leoni WR-VG86ST- 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4) From 0 to 75(30ft to40ft) CCISeismic(2)rosenberger leoni WR-VG86ST- 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(20ft to30ft) CCISeismic(2)rosenberger leoni WR-VG86ST- 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(10ft to20ft) CCISeismic(2)rosenberger leoni WR-VG86ST- 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 BRD(3/4)From 0 to 75(Oft tol Oft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(70ft to75ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(60ft to70ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(50ft to60ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(40ft to50ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(314) 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(30ft to40ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(20ft to30ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(10ft to20ft) CCISeismic rosenberger leoni WR-VG86ST-BRD(3/4) 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(Oft to10ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(70ft to75ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 - From 0 to 75(60ft to70ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(50ft to60ft) CCISeismic rosenberger leoni FB-L98-002-XXX(318) 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(40ft to50ft) CCISeismic rosenberger leoni FB-L98-002-XXX(318) 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(30ft to4Oft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(20ft to30ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(10ft to20ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(Oft tot Oft) CCISeismic rosenberger leoni FB-L98-002-XXX(3l8) 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(70ft to75ft) CCISeismic rosenberger leoni FB-L98-002-XXX(318) 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(60ft to70ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(50ft to60ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(40ft to50ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(30ft to40ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(20ft to30ft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(10ft to2Oft) CCISeismic rosenberger leoni FB-L98-002-XXX(3/8) 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 From 0 to 75(0ft to10ft) CCISeismic(8)andrew LDFS-50A(7/8)From 0 to 75 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 (70ft to75ft) CCISeismic(8)andrew LDFS-50A(7/8)From 0 to 75 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 (60ft to70ft) CCISeismic(8)andrew LDF5-50A(7/8)From 0 to 75 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 (50ft to60ft) CCISeismic(8)andrew LDFS-50A(7/8)From 0 to 75 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 (40ft to50(t) CCISeismic(8)andrew LDF5-50A(7/8)From 0 to 75 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 (30ft to40ft) CCISeismic(8)andrew LDF5-50A(7/8)From 0 to 75 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 (20ft to30ft) tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 13 • Description Elevation Offset Azimuth E,, Eh, Eh: Eh From Angle Centroid ft ft K K K K _ CCISeismic(8)andrew LDF5-50A(7/8)From 0 to 75 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 (10ft to20ft) CCISeismic(8)andrew LDF5-50A(7/8)From 0 to 75 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 (Oft to1Oft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 72.50 0.00 0.0000 0.00 0.00 0.00 0.00 (70ft to75ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 (60ft to70ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 (50ft to60ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 (40ft to50ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 (30ft to40ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 (20ft to30ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 (10ft to20ft) CCISeismic(4)andrew LDF5-50A(7/8)From 0 to 75 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 (Oft to1Oft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Holz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K w ft ° ft 3/4"x 10 ft lightning rod C From Leg 0.00 0.0000 100.00 No Ice 0.75 0.75 0.02 0.00 1/2" 1.76 1.76 0.02 5.00 Ice 2.80 2.80 0.04 1"Ice 4.91 4.91 0.08 2"Ice M-MIMO AAU w/Mount A From Leg 4.00 0.0000 102.00 No Ice 7.52 3.96 0.18 Pipe 0.00 1/2" 8.02 4.59 0.24 -1.00 Ice 8.53 5.23 0.30 1"Ice 9.58 6.55 0.45 2"Ice M-MIMO AAU w/Mount B From Leg 4.00 0.0000 102.00 No Ice 7.52 3.96 0.18 Pipe 0.00 1/2" 8.02 4.59 0.24 -1.00 Ice 8.53 5.23 0.30 1"Ice 9.58 6.55 0.45 2"Ice M-MIMO AAU w/Mount C From Leg 4.00 0.0000 102.00 No Ice 7.52 3.96 0.18 Pipe 0.00 1/2" 8.02 4.59 0.24 -1.00 Ice 8.53 5.23 0.30 1"Ice 9.58 6.55 0.45 2"Ice ET-X-TU-42-15-37-18-IR- A From Leg 4.00 0.0000 102.00 No Ice 5.89 3.15 0.07 SP w/Mount Pipe 0.00 1/2" 6.33 3.54 0.12 -1.00 Ice 6.78 3.93 0.19 1"Ice 7.73 4.77 0.34 2"Ice ET-X-TU-42-15-37-18-IR- B From Leg 4.00 0.0000 102.00 No Ice 5.89 3.15 0.07 SP w/Mount Pipe 0.00 1/2" 6.33 3.54 0.12 -1.00 Ice 6.78 3.93 0.19 1"Ice 7.73 4.77 0.34 2"Ice ET-X-TU-42-15-37-18-IR- C From Leg 4.00 0.0000 102.00 No Ice 5.89 3.15 0.07 - - SP w/Mount Pipe 0.00 1/2" 6.33 3.54 0.12 -1.00 Ice 6.78 3.93 0.19 1"Ice 7.73 4.77 0.34 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC/BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 14 Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert • ft ft ft2 ft2 K ft " ft 2"Ice ' RRH-C2C W/EXT FILTER A From Leg 4.00 0.0000 102.00 No Ice 2.65 4.75 0.05 0.00 1/2" 2.87 5.02 0.09 -1.00 Ice 3.10 5.30 0.13 1"Ice 3.58 5.88 0.23 2"Ice RRH-C2C W/EXT FILTER B From Leg 4.00 0.0000 102.00 No Ice 2.65 4.75 0.05 0.00 1/2" 2.87 5.02 0.09 -1.00 Ice 3.10 5.30 0.13 1"Ice 3.58 5.88 0.23 2"Ice RRH-C2C W/EXT FILTER C From Leg 4.00 0.0000 102.00 No Ice 2.65 4.75 0.05 0.00 1/2" 2.87 5.02 0.09 • -1.00 Ice 3.10 5.30 0.13 1"Ice 3.58 5.88 0.23 2"Ice RRH-P4 A From Leg 4.00 0.0000 102.00 No Ice 2.74 1.79 0.06 • 0.00 1/2" 2.95 1.97 0.08 -1.00 Ice 3.17 2.16 0.11 1"Ice 3.63 2.57 0.17 2"Ice RRH-P4 B From Leg 4.00 0.0000 102.00 No Ice 2.74 1.79 0.06 0.00 1/2" 2.95 1.97 0.08 -1.00 Ice 3.17 2.16 0.11 1 1"Ice 3.63 2.57 0.17 2"Ice RRH-P4 C From Leg 4.00 0.0000 102.00 No Ice 2.74 1.79 0.06 0.00 1/2" 2.95 1.97 0.08 -1.00 Ice 3.17 2.16 0.11 1"Ice 3.63 2.57 0.17 2"Ice OPTIC FIBER JUNCTION A From Leg 4.00 0.0000 102.00 No Ice 0.31 0.31 0.00 CYLINDER 0.00 1/2" 0.39 0.39 0.01 -1.00 Ice 0.47 0.47 0.01 1"Ice 0.67 0.67 0.03 2"Ice OPTIC FIBER JUNCTION B From Leg 4.00 0.0000 102.00 No Ice 0.31 0.31 0.00 CYLINDER 0.00 1/2" 0.39 0.39 0.01 -1.00 Ice 0.47 0.47 0.01 1"Ice 0.67 0.87 0.03 2"Ice OPTIC FIBER JUNCTION C From Leg 4.00 0.0000 102.00 No Ice 0.31 0.31 0.00 CYLINDER 0.00 1/2" 0.39 0.39 0.01 -1.00 Ice 0.47 0.47 0.01 1"Ice 0.67 0.67 0.03 2"Ice POWER JUNCTION A From Leg 4.00 0.0000 102.00 No Ice 0.44 0.44 0.00 CYLINDER 0.00 1/2" 0.54 0.54 0.01 -1.00 Ice 0.65 0.65 0.01 1"Ice 0.89 0.89 0.03 2"Ice POWER JUNCTION B From Leg 4.00 0.0000 102.00 No Ice 0.44 0.44 0.00 CYLINDER 0.00 1/2" 0.54 0.54 0.01 -1.00 Ice 0.65 0.65 0.01 1"Ice 0.89 0.89 0.03 2"Ice POWER JUNCTION C From Leg 4.00 0.0000 102.00 No Ice 0.44 0.44 0.00 CYLINDER 0.00 1/2" 0.54 0.54 0.01 -1.00 Ice 0.65 0.65 0.01 1"Ice 0.89 0.89 0.03 2"Ice Platform Mount[LP 602-1[ C None 0.0000 102.00 No Ice 31.07 31.07 1.34 1/2" 34.82 34.82 1.97 Ice 38.48 38.48 2.67 1"Ice 45.60 45.60 4.31 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 15 • Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side - Leg Lateral t Vett ft ft ft2 ft2 K ft ft 2"Ice (2)2.375"OD x 6'Mount A From Leg 4.00 0.0000 102.00 No Ice 1.43 1.43 0.03 Pipe 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice (2)2.375"OD x 6'Mount B From Leg 4.00 0.0000 102.00 No Ice 1.43 1.43 0.03 Pipe 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice (2)2.375"OD x 6'Mount C From Leg 4.00 0.0000 102.00 No Ice 1.43 1.43 0.03 Pipe 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1" Ice 3.06 3.06 0.09 2"Ice 2.375"OD x 6'Mount Pipe A From Leg 0.50 0.0000 78.00 No Ice 1.43 1.43 0.03 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice 2.375"OD x 6'Mount Pipe B From Leg 0.50 0.0000 78.00 No Ice 1.43 1.43 0.03 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1" 1"Ice 3.06 3.06 0.09 2"Ice 2.375"OD x 6'Mount Pipe C From Leg 0.50 0.0000 78.00 No Ice 1.43 1.43 0.03 _ 0.00 1/2" 1.92 1.92 0.04 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice (2)NNHH-65C-R4_CCIV2 A From Leg 4.00 0.0000 75.00 No Ice 9.68 5.17 0.16 w/Mount Pipe 0.00 1/2" 10.27 5.71 0.27 1.00 Ice 10.87 6.26 0.39 1"Ice 12.10 7.40 0.68 2"Ice (2)NNHH-65C-R4_CCIV2 B From Leg 4.00 0.0000 75.00 No Ice 9.68 5.17 0.16 w/Mount Pipe 0.00 1/2" 10.27 5.71 0.27 1.00 Ice 10.87 6.26 0.39 1"Ice 12.10 7.40 0.68 2"Ice (2)CMA- C From Leg 4.00 0.0000 75.00 No Ice 22.96 10.32 0.14 UBTULBULBHH/6517/17/2 0.00 1/2" 23.73 11.85 0.28 1/21 wl Mount Pipe 1.00 Ice 24.51 13.40 0.44 1"Ice 26.00 15.77 0.78 2"Ice AHCA_CCIV3 A From Leg 4.00 0.0000 75.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1"Ice 2.20 1.36 0.10 2"Ice AHCA_CCIV3 B From Leg 4.00 0.0000 75.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1"Ice 2.20 1.36 0.10 2"Ice AHCA_CCIV3 C From Leg 4.00 0.0000 75.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1"Ice 2.20 1.36 0.10 - - 2"Ice AHLBA_CCIV2 A From Leg 4.00 0.0000 75.00 No Ice 2.23 1.31 0.08 0.00 2.42 1.47 0.09 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 16 Description Face Offset Offsets: Azimuth Placement CAA; CAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert • ft ft ft2 ft2 K ft ° ft 1.00 1/2" 2.62 1.64 0.12 ' Ice 3.05 1.99 0.17 1"Ice 2"Ice AHLBA_CCIV2 B From Leg 4.00 0.0000 75.00 No Ice 2.23 1.31 0.08 0.00 1/2" 2.42 1.47 0.09 1.00 Ice 2.62 1.64 0.12 1"Ice 3.05 1.99 0.17 2"Ice AHLBA_CCIV2 C From Leg 4.00 0.0000 75.00 No Ice 2.23 1.31 0.08 0.00 1/2" 2.42 1.47 0.09 1.00 Ice 2.62 1.64 0.12 1"Ice 3.05 1.99 0.17 • 2"Ice DC9-48-60-24-8C-EV B From Leg 4.00 0.0000 75.00 No Ice 2.74 4.78 0.03 0.00 1/2" 2.96 5.06 0.06 1.00 Ice 3.20 5.35 0.10 • 1"Ice 3.68 5.95 0.20 2"Ice ET-X-UW-70-16-70-18-IR- B From Leg 4.00 0.0000 75.00 No Ice 5.44 3.96 0.08 AT w/Mount Pipe 0.00 1/2" 5.94 4.44 0.16 1.00 Ice 6.45 4.94 0.25 1"Ice 7.50 5.96 0.47 2"Ice r ET-X-UW-70-16-70-18-IR- C From Leg 4.00 0.0000 75.00 No Ice 5.44 3.96 0.08 AT w/Mount Pipe 0.00 1/2" 5.94 4.44 0.16 1.00 Ice 6.45 4.94 0.25 1"Ice 7.50 5.96 0.47 - 2"Ice B25 RRH4X30 A From Leg 4.00 0.0000 75.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 1.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice 825 RRH4X30 B From Leg 4.00 0.0000 75.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 1.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice B25 RRH4X30 C From Leg 4.00 0.0000 75.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 1.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice DC6-48-60-18-8F A From Leg 4.00 0.0000 75.00 No Ice 1.21 1.21 0.03 0.00 1/2" 1.89 1.89 0.05 1.00 Ice 2.11 2.11 0.08 1" Ice 2.57 2.57 0.14 2"Ice Platform Mount[LP 303- C None 0.0000 75.00 No Ice 25.91 25.91 1.52 1_KCKR] 1/2" 32.23 32.23 1.99 Ice 38.73 38.73 2.54 1"Ice 52.33 52.33 3.94 2"Ice (2)2.375"OD x 10'Mount A From Leg 4.00 0.0000 75.00 No Ice 2.38 2.38 0.03 Pipe 0.00 1/2" 3.40 3.40 0.04 0.00 Ice 4.45 4.45 0.07 1"Ice 5.91 5.91 0.14 2"Ice 2.375"OD x 10'Mount B From Leg 4.00 0.0000 75.00 No Ice 2.38 2.38 0.03 Pipe 0.00 1/2" 3.40 3.40 0.04 0.00 Ice 4.45 4.45 0.07 1"Ice 5.91 5.91 0.14 2"Ice tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 17 • Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hon Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 2.375"OD x 10'Mount C From Leg 4.00 0.0000 75.00 No Ice 2.38 2.38 0.03 Pipe 0.00 1/2" 3.40 3.40 0.04 0.00 Ice 4.45 4.45 0.07 1"Ice 5.91 5.91 0.14 2"Ice Tower Pressures - No Ice GH= 1.100 Section z Kz q, AG F AG AR A,eg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 - L1100.00- 79.49 1.206 26 79.020 A 0.000 79.020 79.020 100.00 0.000 0.000 60.25 B 0.000 79.020 100.00 8.411 0.000 C 0.000 79.020 100.00 5.384 0.000 L2 60.25- 42.95 1.059 23 83.751 A 0.000 83.751 83.751 100.00 0.000 0.000 26.00 B 0.000 83.751 100.00 19.531 0.000 C 0.000 83.751 100.00 12.501 0.000 L3 26.00-0.00 12.73 0.85 18 72.761 A 0.000 72.761 72.761 100.00 0.000 0.000 r B 0.000 72.761 100.00 14.826 0.000 C 0.000 72.761 100.00 9.490 0.000 Tower Pressure - With Ice GH= 1.100 Section z Kz qk t2 AG F AF AR A,ay Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 L1 100.00- 79.49 1.206 2 1.3922 88.243 A 0.000 88.243 88.243 100.00 0.000 0.000 60.25 B 0.000 88.243 100.00 27.384 0.000 C 0.000 88.243 100.00 16.997 0.000 L2 60.25-26.00 42.95 1.059 2 1.3090 91.698 A 0.000 91.698 91.698 100.00 0.000 0.000 B 0.000 91.698 100.00 63.588 0.000 C 0.000 91.698 100.00 39.467 0.000 L3 26.00-0.00 12.73 0.85 2 1.1591 78.433 A 0.000 78.433 78.433 100.00 0.000 0.000 B 0.000 78.433 100.00 46.434 0.000 C 0.000 78.433 100.00 28.880 0.000 Tower Pressure - Service GH= 1.10o Section z Kz q: AG F AG AG A;ey Leg CAAA CAAA , • Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 100.00- 79.49 1.206 9 79.020 A 0.000 79.020 79.020 100.00 0.000 0.000 .. 60.25 B 0.000 79.020 100.00 8.411 0.000 C 0.000 79.020 100.00 5.384 0.000 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 18 Section z KZ q: AG F AF AF A, Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 • L2 60.25- 42.95 1.059 8 83.751 A 0.000 83.751 83.751 100.00 0.000 0.000 26.00 B 0.000 83.751 100.00 19.531 0.000 C 0.000 83.751 100.00 12.501 0.000 L3 26.00-0.00 12.73 0.85 7 72.761 A 0.000 72.761 72.761 100.00 0.000 0.000 • B 0.000 72.761 100.00 14.826 0.000 C 0.000 72.761 100.00 9.490 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wnd 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice • 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wnd 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wnd 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 Wnd 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 Wmd 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 Wnd 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 Wad 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wnd 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+W nd 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service ' 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg ' 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg tnxTower Report-version 8.0.5.0 April22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 19 Comb. Description No. - 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg • 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg - 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg - 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 100-60.25 Pole Max Tension 1 0.00 0.0 0.0 r Max.Compression 26 -21.47 -0.4 -1.5 Max. Mx 8 -9.81 -184.5 2.1 Max. My 14 -9.82 1.9 -181.8 Max.Vy 8 8.38 -184.5 2.1 - Max.Vx 14 8.18 1.9 -181.8 Max.Torque 10 -1.0 L2 60.25-26 Pole Max Tension 1 0.00 0.0 0.0 Max.Compression 26 -28.67 -1.2 -1.7 Max.Mx 8 -14.37 -498.2 8.3 Max.My 14 -14.38 8.0 -488.7 Max.Vy 8 10.22 -498.2 8.3 Max.Vx 14 10.02 8.0 -488.7 Max.Torque 10 -1.0 L3 26-0 Pole Max Tension 1 0.00 0.0 0.0 Max.Compression 26 -36.85 -2.0 -1.8 Max.Mx 8 -20.19 -831.2 13.9 Max.My 14 -20.19 13.4 -815.5 Max.Vy 8 11.62 -831.2 13.9 Max.Vx 14 11.42 13.4 -815.5 Max.Torque 10 -1.0 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 36.85 -0.00 -0.00 Max. H, 20 20.20 11.61 -0.18 Max.H, 2 20.20 -0.18 11.41 Max.M, 2 815.0 -0.18 11.41 A - Max.M, 8 831.2 -11.61 0.18 Max.Torsion 22 1.0 9.96 5.55 Min.Vert 72 12.83 1.97 1.14 Min.H, 8 20.20 -11.61 0.18 Min.H, 14 20.20 0.18 -11.41 Min.M, 14 -815.5 0.18 -11.41 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 20 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Min.M, 20 -829.8 11.61 -0.18 • Min.Torsion 10 -1.0 -9.96 -5.55 Tower Mast Reaction Summary Load Vertical Shear. Shear, Overturning Overturning Torque Combination Moment,M, Moment,M, K K K kip-ft kip-ft kip-ft Dead Only 16.83 0.00 0.00 0.2 -0.5 0.0 1.2 Dead+1.0 Wind 0 deg-No Ice 20.20 0.18 -11.41 -815.0 -14.8 -0.6 0.9 Dead+1.0 Wind 0 deg-No Ice 15.15 0.18 -11.41 -808.4 -14.5 -0.6 1.2 Dead+1.0 Wind 30 deg-No Ice 20.20 6.20 -10.40 -727.2 -436.5 -0.1 0.9 Dead+1.0 Wind 30 deg-No Ice 15.15 6.20 -10.40 -721.5 -432.8 -0.1 1.2 Dead+1.0 Wind 60 deg-No Ice 20.20 10.14 -5.86 -419.6 -727.0 0.4 0.9 Dead+1.0 Wind 60 deg-No Ice 15.15 10.14 -5.86 -416.2 -720.9 0.4 1.2 Dead+1.0 Wind 90 deg-No Ice 20.20 11.61 -0.18 -13.9 -831.2 0.8 0.9 Dead+1.0 Wind 90 deg-No Ice 15.15 11.61 -0.18 -13.8 -824.3 0.8 - 1.2 Dead+1.0 Wind 120 deg-No Ice 20.20 9.96 5.55 395.6 -712.9 1.0 0.9 Dead+1.0 Wind 120 deg-No Ice 15.15 9.96 5.55 392.4 -706.9 1.0 1.2 Dead+1.0 Wind 150 deg-No Ice 20.20 5.65 9.79 699.2 -403.7 0.9 0.9 Dead+1.0 Wind 150 deg-No Ice 15.15 5.65 9.79 693.5 -400.3 0.9 1.2 Dead+1.0 Wind 180 deg-No Ice 20.20 -0.18 11.41 815.5 13.4 0.6 0.9 Dead+1.0 Wind 180 deg-No Ice 15.15 -0.18 11.41 808.8 13.5 0.6 1.2 Dead+1.0 Wind 210 deg-No Ice 20.20 -6.20 10.40 727.7 435.1 0.1 0.9 Dead+1.0 Wind 210 deg-No Ice 15.15 -6.20 10.40 721.8 431.8 0.1 1.2 Dead+1.0 Wind 240 deg-No Ice 20.20 -10.14 5.86 420.1 725.6 -0.4 0.9 Dead+1.0 Wind 240 deg-No Ice 15.15 -10.14 5.86 416.6 719.9 -0.4 1.2 Dead+1.0 Wind 270 deg-No Ice 20.20 -11.61 0.18 14.3 829.8 -0.8 0.9 Dead+1.0 Wind 270 deg-No Ice 15.15 -11.61 0.18 14.2 823.3 -0.8 1.2 Dead+1.0 Wind 300 deg-No Ice 20.20 -9.96 -5.55 -395.2 711.5 -1.0 0.9 Dead+1.0 Wind 300 deg-No Ice 15.15 -9.96 -5.55 -392.0 705.9 -1.0 1.2 Dead+1.0 Wind 330 deg-No Ice 20.20 -5.65 -9.79 -698.7 402.4 -0.9 0.9 Dead+1.0 Wind 330 deg-No Ice 15.15 -5.65 -9.79 -693.1 399.3 -0.9 1.2 Dead+1.0 Ice+1.0 Temp 36.85 0.00 0.00 1.8 -2.0 -0.0 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 36.85 0.02 -1.59 -116.9 -3.4 -0.1 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 36.85 0.82 -1.39 -101.7 -63.4 -0.0 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 36.85 1.40 -0.81 -58.7 -106.9 0.0 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 36.85 1.61 -0.02 0.5 -122.3 0.1 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 36.85 1.39 0.78 60.1 -105.5 0.2 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 36.85 0.79 1.37 104.1 -61.0 0.2 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 36.85 -0.02 1.59 120.7 -0.7 0.1 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 36.85 -0.82 1.39 105.4 59.3 0.0 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36.85 -1.40 0.81 62.5 102.8 -0.0 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 36.85 -1.61 0.02 3.2 118.2 -0.1 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 36.85 -1.39 -0.78 -56.3 101.4 -0.2 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 36.85 -0.79 -1.37 -100.3 56.9 -0.2 Dead+Wind 0 deg-Service 16.83 0.06 -4.11 -292.1 -5.6 -0.2 Dead+Wind 30 deg-Service 16.83 2.24 -3.75 -260.6 -156.8 -0.0 Dead+Wind 60 deg-Service 16.83 3.65 -2.11 -150.3 -261.0 0.2 Dead+Wind 90 deg-Service 16.83 4.18 -0.06 -4.9 -298.3 0.3 Dead+Wind 120 deg-Service 16.83 3.59 2.00 142.0 -255.9 0.4 Dead+Wind 150 deg-Service 16.83 2.03 3.53 250.8 -145.1 0.3 Dead+Wind 180 deg-Service 16.83 -0.06 4.11 292.5 4.5 0.2 Dead+Wind 210 deg-Service 16.83 -2.24 3.75 261.0 155.7 0.0 Dead+Wind 240 deg-Service 16.83 -3.65 2.11 150.7 259.8 -0.2 Dead+Wind 270 deg-Service 16.83 -4.18 0.06 5.3 297.2 -0.3 Dead+Wind 300 deg-Service 16.83 -3.59 -2.00 -141.6 254.8 -0.4 Dead+Wind 330 deg-Service 16.83 -2.03 -3.53 -250.4 143.9 -0.3 - 1 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 22.51 0.00 -2.27 -195.6 -0.7 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 12.83 0.00 -2.27 -192.5 -0.5 -0.0 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 22.51 1.14 -1.97 -169.4 -98.6 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 12.83 1.14 -1.97 -166.7 -96.8 -0.0 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 22.51 1.97 -1.14 -97.7 -170.3 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 12.83 1.97 -1.14 -96.2 -167.3 -0.0 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 22.51 2.27 0.00 0.2 -196.6 0.0 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 21 • Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,M, K K K kip-ft kip-ft kip-ft 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 12.83 2.27 0.00 0.2 -193.2 0.0 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 22.51 1.97 1.14 98.2 -170.3 0.0 ' 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 12.83 1.97 1.14 96.5 -167.3 0.0 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 22.51 1.14 1.97 169.9 -98.6 0.0 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 12.83 1.14 1.97 167.0 -96.8 0.0 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 22.51 0.00 2.27 196.1 -0.7 0.0 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 12.83 0.00 2.27 192.8 -0.5 0.0 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 22.51 -1.14 1.97 169.9 97.3 0.0 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 12.83 -1.14 1.97 167.0 95.8 0.0 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 22.51 -1.97 1.14 98.2 169.0 0.0 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 12.83 -1.97 1.14 96.5 166.3 0.0 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 22.51 -2.27 0.00 0.2 195.2 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 12.83 -2.27 0.00 0.2 192.2 -0.0 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 22.51 -1.97 -1.14 -97.7 169.0 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 12.83 -1.97 -1.14 -96.2 166.3 -0.0 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 22.51 -1.14 -1.97 -169.4 97.3 -0.0 0.9 Dead-1.0 Ev+1.0 Eh 330 deg 12.83 -1.14 -1.97 -166.7 95.8 -0.0 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 -16.83 0.00 0.00 16.83 0.00 0.000% 2 0.18 -20.20 -11.41 -0.18 20.20 11.41 0.000% 3 0.18 -15.15 -11.41 -0.18 15.15 11.41 0.000% r 4 6.20 -20.20 -10.40 -6.20 20.20 10.40 0.000% 5 6.20 -15.15 -10.40 -6.20 15.15 10.40 0.000% 6 10.14 -20.20 -5.86 -10.14 20.20 5.86 0.000% 7 10.14 -15.15 -5.86 -10.14 15.15 5.86 0.000% - 8 11.61 -20.20 -0.18 -11.61 20.20 0.18 0.000% 9 11.61 -15.15 -0.18 -11.61 15.15 0.18 0.000% 10 9.96 -20.20 5.55 -9.96 20.20 -5.55 0.000% 11 9.96 -15.15 5.55 -9.96 15.15 -5.55 0.000% 12 5.65 -20.20 9.79 -5.65 20.20 -9.79 0.000% 13 5.65 -15.15 9.79 -5.65 15.15 -9.79 0.000% 14 -0.18 -20.20 11.41 0.18 20.20 -11.41 0.000% 15 -0.18 -15.15 11.41 0.18 15.15 -11.41 0.000% 16 -6.20 -20.20 10.40 6.20 20.20 -10.40 0.000% 17 -6.20 -15.15 10.40 6.20 15.15 -10.40 0.000% 18 -10.14 -20.20 5.86 10.14 20.20 -5.86 0.000% 19 -10.14 -15.15 5.86 10.14 15.15 -5.86 0.000% 20 -11.61 -20.20 0.18 11.61 20.20 -0.18 0.000% 21 -11.61 -15.15 0.18 11.61 15.15 -0.18 0.000% 22 -9.96 -20.20 -5.55 9.96 20.20 5.55 0.000% 23 -9.96 -15.15 -5.55 9.96 15.15 5.55 0.000% 24 -5.65 -20.20 -9.79 5.65 20.20 9.79 0.000% 25 -5.65 -15.15 -9.79 5.65 15.15 9.79 0.000% 26 0.00 -36.85 0.00 -0.00 36.85 -0.00 0.000% 27 0.02 -36.85 -1.59 -0.02 36.85 1.59 0.000% 28 0.82 -36.85 -1.39 -0.82 36.85 1.39 0.000% 29 1.40 -36.85 -0.81 -1.40 36.85 0.81 0.000% 30 1.61 -36.85 -0.02 -1.61 36.85 0.02 0.000% 31 1.39 -36.85 0.78 -1.39 36.85 -0.78 0.000% 32 0.79 -36.85 1.37 -0.79 36.85 -1.37 0.000% 33 -0.02 -36.85 1.59 0.02 36.85 -1.59 0.000% 34 -0.82 -36.85 1.39 0.82 36.85 -1.39 0.000% 35 -1.40 -36.85 0.81 1.40 36.85 -0.81 0.000% 36 -1.61 -36.85 0.02 1.61 36.85 -0.02 0.000% 37 -1.39 -36.85 -0.78 1.39 36.85 0.78 0.000% ( 38 -0.79 -36.85 -1.37 0.79 36.85 1.37 0.000% 39 0.06 -16.83 -4.11 -0.06 16.83 4.11 0.000% 40 2.24 -16.83 -3.75 -2.24 16.83 3.75 0.000% 41 3.65 -16.83 -2.11 -3.65 16.83 2.11 0.000% 42 4.18 -16.83 -0.06 -4.18 16.83 0.06 0.000% 43 3.59 -16.83 2.00 -3.59 16.83 -2.00 0.000% tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number37520-0706.001.7805, Order 511776, Revision 0 Page 22 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 44 2.03 -16.83 3.53 -2.03 16.83 -3.53 0.000% • 45 -0.06 -16.83 4.11 0.06 16.83 -4.11 0.000% 46 -2.24 -16.83 3.75 2.24 16.83 -3.75 0.000% 47 -3.65 -16.83 2.11 3.65 16.83 -2.11 0.000% 48 -4.18 -16.83 0.06 4.18 16.83 -0.06 0.000% - 49 -3.59 -16.83 -2.00 3.59 16.83 2.00 0.000% 50 -2.03 -16.83 -3.53 2.03 16.83 3.53 0.000% 51 0.00 -22.51 -2.27 0.00 22.51 2.27 0.000% 52 0.00 -12.83 -2.27 0.00 12.83 2.27 0.000% 53 1.14 -22.51 -1.97 -1.14 22.51 1.97 0.000% 54 1.14 -12.83 -1.97 -1.14 12.83 1.97 0.000% 55 1.97 -22.51 -1.14 -1.97 22.51 1.14 0.000% 56 1.97 -12.83 -1.14 -1.97 12.83 1.14 0.000% 57 2.27 -22.51 0.00 -2.27 22.51 0.00 0.000% 58 2.27 -12.83 0.00 -2.27 12.83 0.00 0.000% 59 1.97 -22.51 1.14 -1.97 22.51 -1.14 0.000% 60 1.97 -12.83 1.14 -1.97 12.83 -1.14 0.000% - 61 1.14 -22.51 1.97 -1.14 22.51 -1.97 0.000% 62 1.14 -12.83 1.97 -1.14 12.83 -1.97 0.000% 63 0.00 -22.51 2.27 0.00 22.51 -2.27 0.000% 64 0.00 -12.83 2.27 0.00 12.83 -2.27 0.000% - 65 -1.14 -22.51 1.97 1.14 22.51 -1.97 0.000% 66 -1.14 -12.83 1.97 1.14 12.83 -1.97 0.000% 67 -1.97 -22.51 1.14 1.97 22.51 -1.14 0.000% 68 -1.97 -12.83 1.14 1.97 12.83 -1.14 0.000% 69 -2.27 -22.51 0.00 2.27 22.51 0.00 0.000% 70 -2.27 -12.83 0.00 2.27 12.83 0.00 0.000% 71 -1.97 -22.51 -1.14 1.97 22.51 1.14 0.000% 72 -1.97 -12.83 -1.14 1.97 12.83 1.14 0.000% 73 -1.14 -22.51 -1.97 1.14 22.51 1.97 0.000% 74 -1.14 -12.83 -1.97 1.14 12.83 1.97 0.000% Non-Linear Convergence Results - , tnxTower Report-version 8.0.5.0 • April22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 23 - Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00015276 3 Yes 4 0.00000001 0.00009935 4 Yes 5 0.00000001 0.00009115 5 Yes 5 0.00000001 0.00004391 6 Yes 5 0.00000001 0.00008684 . 7 Yes 5 0.00000001 0.00004188 8 Yes 4 0.00000001 0.00026691 9 Yes 4 0.00000001 0.00017747 10 Yes 5 0.00000001 0.00009269 11 Yes 5 0.00000001 0.00004526 12 Yes 5 0.00000001 0.00007640 13 Yes 5 0.00000001 0.00003703 14 Yes 4 0.00000001 0.00031086 15 Yes 4 0.00000001 0.00020719 16 Yes 5 0.00000001 0.00009189 17 Yes 5 0.00000001 0.00004433 18 Yes 5 0.00000001 0.00009400 _ 19 Yes 5 0.00000001 0.00004554 20 Yes 4 0.00000001 0.00043351 21 Yes 4 0.00000001 0.00028903 22 Yes 5 0.00000001 0.00007517 23 Yes 5 0.00000001 0.00003644 24 Yes 5 0.00000001 0.00009032 25 Yes 5 0.00000001 0.00004421 26 Yes 4 0.00000001 0.00001813 27 Yes 4 0.00000001 0.00059193 28 Yes 4 0.00000001 0.00061918 29 Yes 4 0.00000001 0.00063098 30 Yes 4 0.00000001 0.00062489 ` 31 Yes 4 0.00000001 0.00063727 32 Yes 4 0.00000001 0.00063508 33 Yes 4 0.00000001 0.00062380 34 Yes 4 0.00000001 0.00063635 - 35 Yes 4 0.00000001 0.00063146 36 Yes 4 0.00000001 0.00060526 37 Yes 4 0.00000001 0.00060065 38 Yes 4 0.00000001 0.00059565 39 Yes 4 0.00000001 0.00002893 40 Yes 4 0.00000001 0.00011516 41 Yes 4 0.00000001 0.00010543 42 Yes 4 0.00000001 0.00004335 43 Yes 4 0.00000001 0.00013764 44 Yes 4 0.00000001 0.00009244 45 Yes 4 0.00000001 0.00003566 46 Yes 4 0.00000001 0.00011732 47 Yes 4 0.00000001 0.00012633 48 Yes 4 0.00000001 0.00005051 49 Yes 4 0.00000001 0.00009017 50 Yes 4 0.00000001 0.00013031 51 Yes 4 0.00000001 0.00001965 52 Yes 4 0.00000001 0.00000001 53 Yes 4 0.00000001 0.00006198 54 Yes 4 0.00000001 0.00003114 55 Yes 4 0.00000001 0.00006187 56 Yes 4 0.00000001 0.00003110 57 Yes 4 0.00000001 0.00001977 58 Yes 4 0.00000001 0.00000001 59 Yes 4 0.00000001 0.00006234 60 Yes 4 0.00000001 0.00003128 61 Yes 4 0.00000001 0.00006236 62 Yes 4 0.00000001 0.00003129 63 Yes 4 0.00000001 0.00001972 ` 64 Yes 4 0.00000001 0.00000001 65 Yes 4 0.00000001 0.00006124 66 Yes 4 0.00000001 0.00003084 67 Yes 4 0.00000001 0.00006135 . 68 Yes 4 0.00000001 0.00003088 69 Yes 4 0.00000001 0.00001959 70 Yes 4 0.00000001 0.00000001 tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 24 71 Yes 4 0.00000001 0.00006089 72 Yes 4 0.00000001 0.00003070 73 Yes 4 0.00000001 0.00006086 74 Yes 4 0.00000001 0.00003069 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° L1 100-60.25 12.587 40 0.9975 0.0033 L2 64.08-26 5.636 40 0.7924 0.0023 L3 30.42-0 1.325 40 0.3877 0.0008 Critical Deflections and Radius of Curvature - Service Wind - Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 102.00 M-MIMO AAU w/Mount Pipe 40 12.587 0.9975 0.0034 42903 100.00 3/4"x 10 ft lightning rod 40 12.587 0.9975 0.0034 42903 95.13 CCISeismic Tower Section 1 -1 40 11.587 0.9779 0.0033 42903 95.00 CCISeismic(3)samsung 40 11.561 0.9774 0.0033 42903 telecommunications TYPE 2(1- 7/16)From 0 to 100(90ft to100ft) 85.25 CCISeismic Tower Section 1 -2 40 9.586 0.9343 0.0030 14543 85.00 CCISeismic(3)samsung 40 9.537 0.9331 0.0030 14301 - telecommunications TYPE 2(1- 7/16)From 0 to 100(80ft to90ft) 78.00 2.375"OD x 6'Mount Pipe 40 8.166 0.8955 0.0028 9750 75.25 CCISeismic Tower Section 1 -3 40 7.643 0.8785 0.0027 8667 75.00 (2)NNHH-65C-R4_CCIV2 wl 40 7.595 0.8769 0.0027 8580 Mount Pipe 72.50 CCISeismic(2)rosenberger leoni 40 7.130 0.8600 0.0027 7800 WR-VG86ST-BRD(3/4)From 0 to 75(70f1 to75ft) 65.25 CCISeismic Tower Section 1 -4 40 5.836 0.8029 0.0024 6189 65.00 CCISeismic(3)samsung 40 5.793 0.8007 0.0024 6148 telecommunications TYPE 2(1- 7/16)From 0 to 100(60ft to70ft) 60.04 CCISeismic Tower Section 2-1 40 4.967 0.7533 0.0022 5504 55.00 CCISeismic(3)samsung 40 4.183 0.6991 0.0019 5014 telecommunications TYPE 2(1- 7/16)From 0 to 100(50ft to60ft) 51.00 CCISeismic Tower Section 2-2 40 3.603 0.6527 0.0017 4683 45.00 CCISeismic(3)samsung 40 2.811 0.5786 0.0014 4261 telecommunications TYPE 2(1- 7/16)From 0 to 100(40ft to50ft) 41.00 CCISeismic Tower Section 2-3 40 2.338 0.5271 0.0012 4020 35.00 CCISeismic(3)samsung 40 1.720 0.4482 0.0009 3705 telecommunications TYPE 2(1- 7/16)From 0 to 100(30ft to40ft) 31.00 CCISeismic Tower Section 2-4 40 1.371 0.3953 0.0008 3616 30.21 CCISeismic Tower Section 3-1 40 1.309 0.3850 0.0007 3641 25.00 CCISeismic Tower Section 3-2 40 0.948 0.3170 0.0006 4253 15.00 CCISeismic Tower Section 3-3 40 0.456 0.1889 0.0003 7089 5.00 CCISeismic Tower Section 3-4 40 0.133 0.0628 0.0001 21267 j Maximum Tower Deflections - Design Wind tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC!BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 25 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load - ft in Comb. ° L1 100-60.25 35.136 4 2.7844 0.0090 L2 64.08-26 15.731 4 2.2115 0.0065 ' L3 30.42-0 3.698 4 1.0820 0.0021 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 102.00 M-MIMO AAU w/Mount Pipe 4 35.136 2.7844 0.0095 15428 100.00 3/4"x 10 ft lightning rod 4 35.136 2.7844 0.0095 15428 95.13 CCISeismic Tower Section 1 -1 4 32.343 2.7295 0.0092 15428 95.00 CCISeismic(3)samsung 4 32.272 2.7281 0.0092 15428 telecommunications TYPE 2(1- - 7/16)From 0 to 100(90ft to100ft) 85.25 CCISeismic Tower Section 1 -2 4 26.759 2.6078 0.0085 5229 85.00 CCISeismic(3)samsung 4 26.620 2.6044 0.0085 5142 telecommunications TYPE 2(1- - 7/16)From 0 to 100(80ft to90ft) 78.00 2.375"OD x 6'Mount Pipe 4 22.793 2.4993 0.0079 3505 75.25 CCISeismic Tower Section 1 -3 4 21.332 2.4518 0.0076 3115 75.00 (2)NNHH-65C-R4_CCIV2 wl 4 21.201 2.4473 0.0076 3084 Mount Pipe 72.50 CCISeismic(2)rosenberger leoni 4 19.901 2.4002 0.0074 2803 WR-VG86ST-BRD(3/4)From 0 - to 75(70ft to75ft) 65.25 CCISeismic Tower Section 1 -4 4 16.289 2.2408 0.0066 2223 65.00 CCISeismic(3)samsung 4 16.169 2.2346 0.0066 2209 telecommunications TYPE 2(1- - 7/16)From 0 to 100(60ft to70ft) 60.04 CCISeismic Tower Section 2-1 4 13.864 2.1030 0.0060 1977 55.00 CCISeismic(3)samsung 4 11.674 1.9523 0.0053 1800 telecommunications TYPE 2(1- 7/16)From 0 to 100(50ft to60ft) 51.00 CCISeismic Tower Section 2-2 4 10.056 1.8226 0.0048 1681 45.00 CCISeismic(3)samsung 4 7.844 1.6155 0.0039 1529 telecommunications TYPE 2(1- 7/16)From 0 to 100(40ft to5oft) 41.00 CCISeismic Tower Section 2-3 4 6.525 1.4715 0.0034 1442 35.00 CCISeismic(3)samsung 4 4.798 1.2510 0.0026 1329 telecommunications TYPE 2(1- 7/16)From 0 to 100(30ft to40ft) 31.00 CCISeismic Tower Section 2-4 4 3.826 1.1034 0.0021 1296 30.21 CCISeismic Tower Section 3-1 4 3.652 1.0743 0.0021 1305 25.00 CCISeismic Tower Section 3-2 4 2.645 0.8846 0.0016 1524 15.00 CCISeismic Tower Section 3-3 4 1.272 0.5271 0.0008 2540 5.00 CCISeismic Tower Section 3-4 4 0.371 0.1751 0.0002 7618 Compression Checks Pole Design Data Section Elevation Size L L„ K/fr A P„ Oa Ratio No. P ft ft ft in2 K K 4)P„ L1 100-60.25 TP26.255x20x0.25 39.75 0.00 0.0 20.448 -9.80 1196.26 0.008 (1) 9 tnxTower Report-version 8.0.5.0 April22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 26 Section Elevation Size L L. KI/r A P„ 0Pn Ratio No. P„ ft ft ft in2 K K op„ L2 60.25-26(2) TP31.145x25.1523x0.312 38.08 0.00 0.0 30.325 -14.37 1774.03 0.008 5 3 L3 26-0(3) TP34.611x29.8244x0.375 30.42 0.00 0.0 41.340 -20.19 2418.39 0.008 0 Pole Bending Design Data Section Elevation Size M„, GM,,, Ratio MIN om,,,, Ratio No. M„, M„,, ft kip-ft kip-ft oM,,, kip-ft kip-ft pMnr L1 100-60.25 TP26.255x20x0.25 185.7 724.2 0.256 0.0 724.2 0.000 (1) L2 60.25-26(2) TP31.145x25.1523x0.312 503.1 1298.8 0.387 0.0 1298.8 0.000 5 L3 26-0(3) TP34.611x29.8244x0.375 848.2 2049.1 0.414 0.0 2049.1 0.000 Pole Shear Design Data Section Elevation Size Actual QV Ratio Actual pT, Ratio No. V„ T„V. T„ ft K K 4.14 kip-ft kip-ft $T,, L1 100-60.25 TP26.255x20x0.25 8.49 358.88 0.024 0.4 801.9 0.001 (1) L2 60.25-26(2) TP31.145x25.1523x0.312 10.33 532.21 0.019 0.4 1410.8 0.000 5 L3 26-0(3) TP34.611x29.8244x0.375 12.12 725.52 0.017 0.1 2184.9 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M„, M,, V„ T, Stress Stress ft OP„ 4.M,,, OW QV 4.T Ratio Ratio L1 100-60.25 0.008 0.256 0.000 0.024 0.001 0.265 1.050 4.8.2 (1) L2 60.25-26(2) 0.008 0.387 0.000 0.019 0.000 0.396 1.050 4.8.2 L3 26-0(3) 0.008 0.414 0.000 0.017 0.000 0.423 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPao,,, % Pass No. ft Type Element K K Capacity Fail L1 100-60.25 Pole TP26.255x20x0.25 1 -9.80 1256.07 25.3 Pass L2 60.25-26 Pole TP31.145x25.1523x0.3125 2 -14.37 1862.73 37.7 Pass L3 26-0 Pole TP34.611x29.8244x0.375 3 -20.19 2539.31 40.2 Pass Summary ' 4 Pole(L3) 40.2 Pass RATING= 40.2 Pass tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CC/BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 27 APPENDIX B BASE LEVEL DRAWING I► tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 28 / / / (PROPOSED=OJIPMFNT CONFICJR((ICN) (or so4 coNeueo EQUIPMENT) ` (3) J/a" ro 75 FT LEVEL r. (2) a/a•To 75 FT LEVEL (a) 1—>/,E"DTOE 102 FT LEVEL • ( Ory ( ('2) 7/8"TO 75 FT LEVEL 0 / / / / / • CLIMBING PEGS W/SAFETY CLIMB BUSINESS UNIT:879526 TOWER ID:C_BASELEVEL • tnxTower Report-version 8.0.5.0 April 22, 2020 100 Ft Monopole Tower Structural Analysis CCI BU No 879526 Project Number 37520-0706.001.7805, Order 511776, Revision 0 Page 29 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.5.0 Monopole Base Plate Connection CROWN : CASTLE Site Info BV ti 879526 Site Name TIGARD Order ft 511776 Rev 0 Analysis Considerations ) • TIA-222 Revision Grout Considered No la,(in) 1.375 31 Applied Loads Moment(kip-ft) 848.18 Axial Force(kips) 20.19 Shear Force(kips) 1111 "TIA-222-H Section 15.5 Applied Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (10)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 41.2"BC Pu_c=100.72 4sPn_c=268.39 Stress Rating Vu=1.21 4,Vn=120.77 35.7% Base Plate Data Mu=n/a ¢Mn=n/a Pass 47"OD x 2.25"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 15.5 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 32.8% Pass Pole Data 34.611"x 0.375"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) • CClplate-version 3.6.1 Analysis Date:4/22/2020 • PAULJ. FORD 17520-07.1101 13 & COMPANY an=nm° 250 E Broad St.Ste 600•Columbus,OH 43215 Seer: nesm Phone 614.221.6679 www.pauljfard.eom se Plumber: VMS xrox<.: axerxn.: nlrre a.n Monopole and Tower Foundation Comparison Tool Wenkn e1.6-Mots.08.0111ne01• o Apply onnro xprm.reaxn ne Senior,155 o rn.n..e,e.9,m, Stmeture Type: Mom* 0 cmm�are nzss 510I comnmsb., Current Nvloeh Code: TILRTX Original Design Code: 10.}E-r Memdecturee NEWMARK Design Drawing Number: 00405 Design Drawls{Date: 6/5/1985 0.101nal Adjusted Rase Reaction 141ps'!V%1 Original Design (eWe Pihl ReaRetie ctionsWmll Sheer 29.00 28.35 12.00 8031% Sullkkm • Moment 1120320 1912.00 NSA) 1243% Sekkm llmi News: t.le e,6n�.e x..e.'.6•�m,nsweel�.mra.o.m u.e1883.r2.a.w.mums.13s1 amen.312.xx.,end...c.w.o.frem,ne my.,lebusha be m.nilua 51.ssrer mnnn.=to.n.efun.r"m7x..w0". • 37520-0706.001.7805-Monopole and Tower Foundation Comparison Tool vl 5 BU: 879526 Structure: A CROWN CASTLE W : 1842632 yr/ Order: 511776 Rev: 0 ocabon Decimal Degrees Deg Min Sec Lat: 45.428353 + 45 25 47.07 Long: -122.768150 - 122 46 5.34 Code and Site Parameters Seismic Design Code: TIA-222-H Site Soil: D(Default) Default Risk Category: II USGS Seismic Reference Sc: 0.8600 g 0.3940 g T : 16 S >,n C i cgory Determination Importance Factor,I,: ii Acceleration-based site coefficient,F : 1.2000 Velocity-based site coefficient,F,,: 1.9060 Design spectral response acceleration short period,SDs: 0.6880 g Design spectral response acceleration 1 s period,So:: 0.5006 g Seismic Design Category Based on Sos: D Seismic Design Category Based on So,: D Seismic Design Category Based on Sl: N/A Controlling Seismic Design Category: . CCISeismic 3.2.3 Page 1 Analysis Date: 4/20/2020 ( CROWN BU: 879526 Structure: A CASTLE WO: 1842632 Order: 511776 Rev: 0 Tower Details Tower Type: Tapered Monopole Height,h: 100 ft - Effective Seismic Weight,W:s 16.81 kips Amplification Factor,As: 1.0 2.7.8.1 Seismic Base Shear Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,W,: 6.050697 kips WI.: 10.76418003 kips E: ksi g: 386.088 in/s' Average Moment of Inertia,l,,g: 2860.667128 ink Fa: 0.404913023 hz Approximate Fundamental Period Monopole,T,: 2.4697 s 2.7.7.1.3.3 Seismic Response Coefficient,C, 0.4587 2.7.7.1.1 Seismic Response Coefficient Max 1,C„ ,, 0.1351 2.7.7.1.1 Seismic Response Coefficient Max 2,C,„,,, N/A 2.7.7.1.1 Seismic Response Coefficient Min 1,C,m;,, 0.0303 2.7.7.1.1 Seismic Response Coefficient Min 2,C . N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,C, 0.1351 Seismic Base Shear,V kips 2.7.7.1.1 Vertical Distribution Factors Period Related Exponent,k: 1.985 2.7.7.1.2 Sum of w;hk 68261.82 2.7.7.1.2 / " CCISeismic 3.2.3 Page 2 Analysis Date:4/20/2020 Tower Section Loads Section Section Number Length Top Height Mid Height,h, Weight,w, w,h,` C,. F.. F, ®®® ® ®® ®®®®® 1C.oU -0.15 ® Loa 04 00S1s • 00.04 ®MM ® "968 ®®®®®® 1111E=MINEMIIIIMIM=SEMIIIIMEMNIIIIIIMNIEEMMISIMMIZEIM ®®® 00508 44.03 9.0006 ®NEEEM ® ® ® ® 10 00 ®MEEME®MEMM®®MEMEI ®®®®®®®®® • CCISeismic 3.2.3 Page 3 Analysis Date: 4/20/2020 Discrete Soul.s Name Is, w, w,h,' C,,, F. mewl 3/4'a 10 ft Iig6tning rod 100-00 00200 18651 D.0027 0.0062 0.0028 3,35306 l l u93113 lior. M 3.11540 I/u/Moort''ipe 102.03 0.1303 1/45.86 0 6333 0.0381 0.0249( samsung telecommunications M-MIMO AM)w/Mount Pipe 10200 0,1800. 1745,R5 0.025E 0.0581 00248 a g teleconmu 1GT Ten,V-P44MC RAU w/Marr t Pipe ICU 000.1800 1//5.36 0.025E 0.0391 2-0248 kmwremmunicatinns ET-X-TU42-15-37-18-IR-SPw/Mount Pipe 102.00 _ 0.0683 667 P6 0.0097 0.0220 0-0094 I kmv, o nmun ca1033 Ll h II.42-=" -•8-14 SFw/.Nnu IT Pioe 102.00 0.0682 662.2E OOi)S/ CD220 000,11 kmwcommunications FTC TII42-1_5-37-1S-1R-5P w/Mount Pipe 102.00 0.0683 56226 0.0097 0-0220 0-0094 sa sing teieconnrunrcatians RRI'.C2C W/E%I 111.1_li 133 00 C OSOC 484-96 0.0071 0.3151 00069 samsung to lecommunicabons RRH-C2CW/FXT FITTER 102.00 00500 '484.96 0.0071 0.0161 0-0069 samsung rclecomrrcui aeons ERE C2C WAX I EI LOCH 102.00 0DS30 4FA 35 0.0051 E 0.0131 0-0369 samsung tolncommunications RRIOE4 102.00 0.0000 581.05 0.0085 0.0194 0:0083 orirun ig Le 0 on'.m.Iiicaficns RRII P4 102.00 0.0600 381.55 CEPS, 00194 0.0083 samsung telecommunications R813-134 102.DO 0.0600 581.95 0.0085 0.0194 00083 oar utirg'lelec0mrnur Hallo Ir.OP-IF FIR LR FUNCTION CYLINDER 10200 0.007 35.40 0.2003 3.0012 0.0005 samsung telecommunications OPTIC FIBER JUNCoION CYLINUER 102.00 0.0037 35-40 0.0005 0.0012 0.0005. samsu oteiecoln ruin,lia ns OPTIC FITIk IIINC If)N CYLINDER 102.3C 2007 35411 0.0005 0.0012 C.0005 samsung telecommunications POWLR JUNCTION CYLINDER 102.00 3.0042 40.61 0.000E 00014 0,0006 samsung telemnmun-.ations POWER.UNCTION CYI INDFR 10100 0.00.12 40.or 0.0006 0(.013 00006 .samsung telecommurocations POWER JUNCTION CYLINDER 102.00 0.0042 4063 0.0006 0.0014 0.0006 towelrrourts(cal Platform 1,1050t(LP 602-I] :02.00 13433 12028.94 0-1909 3133/ 0.181F (2)pole moun02.375"ODx 6'Mount Pipe 102.00 0.0600 581.95 0.0085 0,8194 0.0083 2I polerrouns 2375"OD x N Mount Pipe _C2.00 006130 58135 0.00E5 0-C194 0.0033 12)pole Mounts 2.3/5"OD x 6'Mount Pipe 102.00 0.0600 581.95 0.0085 0.0194 0.0083 sr r nt<vents 2375'ODxo Mount Pipe /5 OD 004(0 170.93 00025 0-0057 O.0C41 pole mounts 2375'OD x 6'Mount Pipe 78 CO 0 0300 170.85 0.0025 0.0057 00041 pO e m0unls 2.375'01)x 6'Mount Pipe 78.CO U.(300 172.33 0OD3 00057 0.00,01 (2)commscope NNHH-65C-11403162 w/Mount Pipe /5 GO 03136 1652.29 00242 0.0550 0.0432 _ 12)commscope NNHH.65C-R4_CCIV2w/Mourn Pipe 75.e0 0.3136 165229 0.C242 0.0550 3.04E2 12)cellmax technologies CMA-UOtUL811LBHHf6517/17/21/21 w/Mount PrI 75.00 0.2800 1475.17 0.0216 0.0491 0,0385 nokla AIICA_CCIV3 75.00 0.0400 210 74 0.0031 0 DO/C 0 0055 nokta AHCA_CCIV3 75.00 0.0400 710.71 00031 0.0070 0.0055 link'a AHCA CCP23 75.00 CD4or 210/4 0.0031 03070 2.0255 nokia AHI,8 CCIV2 75.0E 0.0800: 421.48 0.0062 0.0140 00110 rnkla AHLBA CCIV2 /5 00 0D82C Ol 48 0.0062 0 0130 0C110 nokia AHLBA_CCIV2 7500 0 0800 421.48 0.0062 0.0140 00110 - vcnp 5C9 48-60-24-8C-EV 75.20 0.0300 158.05 C 002, 0 0053 0 C041 kmw communications ET-B-UW-7046-/0-18-I11-AIw/Mount Pipe /500 0.0834 439.39 0.0064. 0,014E 0.01157 kinvr-36033i94 dons FT%(AV 70 167n-1.4-IN-AT o/Mount P pr 75.00 9.0834 439.39 0.0064 0 0146 0.0115 alcatellucant 825 RRH4X30 /5,00 0,0600.. 316.13 0.0046 0.0105 0.0083 alcatel luonnt 325 6R64H30 /5 00 0.0600 316-11 0004E 00105 O.OOPS - alcatel lucent 825 RRH4030 75.00 0.0600 316.11 0.004E 0.0105 0.0086 l0000)DCS-42-6018.2E 7500 30300 13603 00023 0.0013 0.0041 tower mounts(cc])Platform Mount[LP 303-1 KCKR( 75.00 1.5250 8034.40 0.11// 0.2675 02098 (I)pole mounts 7.375'6,06 6'Moans Pipe 75.00 0.0603 316.11 0004E O0105 3.0083 pole mounts 2.375"OD x 6'Mount Pipe 75.00 0.0300 158.00 0.0023 0_0053 0.0041 pole mounts 2.375"OD x 6'Mum)Pip/ 75-00 0.0304 133 05 2.0023 0 0033 0.0041 a. CCISeismic 3.2.3 Page 4 Analysis Date: 4/20/2020 • Linear Loads Name Start Height End Height h, au w,h: C„ F,1, F„ 13)samsung telecommunications TYPE 2(1-7/16)Front0 to 100 90-00 100 OD9500 0.0180 151.61 00022 0.0050 0.0025 (3)Fan-53e3 tele:o 07(1301,atlo1S 11552(1- 1b)Irem0 to 100 8000 9000 35 00 0.018C 121.58 0.001G 0.3040 200:5 13)samsungtblesomrnuni5ations TYPE 2(1 7/16)From()to100 70.00 80.00 7500 0-0180 94-83 0-0014 0.0032 0.0095 (3)tam sung to leco.rrmun.cations TYPE 211-7/15)From 0 to 10G CO 0070-00 6500 0.0130 /133 0.0U10 0D024 3.0025 13}samsung telecommunications TYPE 2117/16)From 0 to 100 S0-00 6000 5500 0.D18O 5174 0.0008 00017 0.0025 (3)taro sung telemmmu n tatlons TYRE 2(1-7/16)From 0 to 100 4000 50-00 45.00 0.0130 34.41 0.0005 0D011 0.0025 13)samsung telecommunications TYPE 2(17/16)From to100 30.00 40.00 35.00 0.0180 20.89 0.0003 0.0007 0.0015 (3).a ng trlrrn•n .ration)TYPF 2(1 7/15)From 0 to Ina 20 00 00 no 25.30 0.0130 _0 71 0.0002 0 3C34 3.0025 (3)snnsung telenomrnunsnatians TYPE 2(1-7/16)From to 100 10.00. 20.00 15,00 0.0180. 3.89 0.0001 0.0001 0.0025 13)tot ;lel5,(3 urro 0 ,11um-YPE 211.715)Fum 010100 0.00 10.00 500 00150 044 0 0000 0.00311 3.0025 samsung telecommunications TYPE 2(1-7/16)From 0 to 101 90-00 100 OD 95.00 0.0060. 50.54 00007 0.0017 0.0008 samsengt lnuom1T Ions I'll L 2)1 (/05) IF re 0-o 103 8000 90.00 85.D0 0.D050 4053 0.0005 00E13 9.0003 samsung telecommunication TYPE 2(1-7/16)From 0 to 100 /0 ea 80.00 75.00 0.0060 31,61 0.0001 00011 0.0008 samsung relecomm0nlcatOns TYPE 2(1.7/161 From Oto 100 (0 00 7(U0 65.0U 00050 23./9 0.0003 0DC08 0.0908 sarnsung telecommunications TYPE 2)17/16).from 0 to 100. 50.00 60.00 S5.00 0 0060 1(08 0.0003 0 0006 00008. samsung telecommunications TYPE 2(1-7(1C)Frem 0 to 100 40.03 5C.00 45.00 0.0050 =1.47 o.000] O.0004 0.0008 samsung telecOmmunrcations TYPE.2(1-7/16)From 0 to 100 30.00 40.00 35.00 0.0060 6 96 0 0001 0 0002 00008 samsung relecommu n lcatlons TYPE 2(1-7/1E)From 3 to 105 20.03 1C.00 25D0 0.0000 3.57 C.0001 ft0C01 0.0008 samsung telecommunications TYPE 2(1-7/161-ram 0to 100 10.00 20.00 15.00 0.0060 130 0.0000 0.0000 0.0008 mnu ng Fri rrnmmlrniratinns TYPE 2(1-7/161 Frem D to 1CC C.00 10.00 5.00 0-0060 0.15 0.0000 0.0000 0.C363 (2)rosenberger lean,WR-VG865T-6RD(3/4)From 0 to 75.. 70,0U /5 00 72S0 0.0(158 28./7 0.0004 0.0010 0.0008 (2)'user berge r leor l WR-VG865T-BRD(3/4)Fr osn 0 lc 75 (10 CD 00 00 650C 00117 4032 C.0007 0.0015 0015 • (2)rosenberger Won!WR-VG865T-BRD(3/4)From 0 to 75 50.00 50.00 5500 0.0117 33,25 0.0005 00011 0.0016 (2)-0 burger leor1 WR-VG8651-0612)0/0)From O to/5 40.CJ 5C.00 45.DC 0.0117 2233 C.1003 0.110I1, 01'01"o (2)rosenberger leonl WF-VG865T-880(3/4)From 0 to 75 30-00 40.00 35.00 0.0117 13.56 0,0002 0.0005 -0.0016 (2)-esenbergel Ieor1 WR-VG8654-BFD(3/4)From 0 to/5 10.00 (000 25.0C 0.0117 695 C 3001 0 0002 00015 (2)rosenberger Ieoni WR VGS6ST.RP D(3/4)From 0 to 75 1000 20.00 15.00 D 0117 252 _ 0.0000 0.0001 0.0016 (2)rosenberger Ieoni WE-S(6835T-6RC(3(6)From C to 75 C.DO 10.D0 5.00 D.011/ 0.2b 0 DON O 0.0000 0.0016 rosenberger leans WR-VG86ST-8RD13/4(From 0 to 75 7000 75.D0 7250 0.0029 143R 0.0002 0.0005 0.0004 rose Geiger lee ni WR-5G865T-BRD(3/4'IFre n 0 t075 00 0070.00 65.00 0.0058 23..6 030133 3-0008 0.0008 rosenberger lean W R-VG86ST-RR013/4)From 0 to 75 50-00 60 00 55.00 0.005g - 16.62 0.0002 0 0006 0 0008 r000nherge r ron)WR VOR6ST 13813(3/4)Frnm n 1n 75 40 CD 50 30 45.00 0 0058 11.-6 0.0000 0-0004 0.CGCB rosenberger Ieoni WR-VG865T-0RD(3/4(From 0 to 75 30-00 40.00 35.00 0.0058 6.78 0.0001 0.0002 0.0008 rusenbeiner leuril 55R-5G865T-BRD(3/4)Flu 11 0 to 75 2000 30D6 2500 D 005F 01011 3 000 0.0004 rosenberger leonlWR-468G5T-0RD13(4)Fro't10 to 75 1000 20.00 15.00 0.0058 126 0.0000 00000 0:0008' rosenberger leans 1YR-VG86S1-BRD(3/4)Fwm 0 to 75 0.00 10.00 7.00 :1(1050 014 0 300C 3.0000 0 0008 rosenberger lean(FB-L98-002-860(3/0).From 0 to 75 /0 OD /5 00 7250 0.0003 1J9 0 0000 0.0001 0.00011 rosenberger lean)FB-L98-002-%%X(3/8)From D to/5 CO CO /0 00 65.00 00006 2.5E (1.3n3C 300n1 0.0001 rosenberger Ieoni FB-L98-002-XXX(3/8)From0 to 75 50 0D 00 DO 55.00 00006 1.04 0.0000 0.0001 0.0001 osenberge-loons F6-L96-002-XXX(3/8)From 0 to 75 4U.00 ",0 Olt 45.00 :L00t1( 1.23 0DODC 0.0000 00001 - rosenbe1ge1 leo ni FB-L98-002-XXX(3/8)Frame to75 In CO 1000 35-00 0-0006 075 0.DOD(' 00000 0.0001 ; se11 ge com13-L15-002-%%%(3/8)From C to 75 20c0 30.00 25.00 3.00NE o.38 0.ODOC 021(100 0.0001 rosenberger leoni FBd95002-XXX(3/8)From 0 to 75 10.01 20.00 15.00 0.0006 014 0.0000 00000 0.0001 .rnhrrgn-Irnnl 1:8 19R nn2%X%(3/3)Ft too(I to 75 0 00 10.00 a.OD 0.0006 0.02 0JG1C J.0(100 0.0001 rosenberger lean FB-L9E-002-XXX(3/8)From 0 to 75 70.00 /5.00 2.5U 0.0003 1.59 0.0000 0.0001 0.0000 I ge.lean)F 8-L98-002-XXX(3/0)Fr u1)10 to 75 6000 70 DO 65 00 C OD01 2SC 0JW0 J.000- 00001 rosenberger leans FB-L9S-002-XXX(3/8)From 0 to 75. 50.00 60.00 55.00 0.0006 1.34 0.0000 0.0001 0.0001 rosenb erger lean FB-L95-002-%X%(3/8)f IOC)0 to 75 40 CO 50D0 4500 0.0006 1J4 0.00:10 00000 00001 rosenberger Ieoni F8-L98-002-XXX(3/8)From()to75 30.00 40 D0 35.00 0.0006 075 0.0000 00000 0.0001 rosenberger loon;FB-L98-002-XXX(3/8)From 0 to 75 20.CO U.DO 25.00 0.0006 0.38 0.003C 1)C000 00001 rasenherger lean;FR 198-002 XXX(3/0 From 0 to 75 IC OD20.DO 15 00 0-0006 0.14 0.0000 D-0000 0.0001 rosenl c ge-'eanl r3-L93-002-XXX(3/8)I rom 0 to 75 (),10 10 JO S.CO 0.(l006 0.02 0D030 il.0000 0.0001 (8)andrew LDFS-5OA(7/8)From 0 to 75 70.00 75 DO 7250 n-0132 65 02 0.0010 0.0022 0.0018 (E)and raw LCFS-50A17/8)I rcm C to 75 CO CO 70JO C5.00 0.02G4 104 70 0.0015 0 00.55 0.0036 (8)andrew LDFS-50A)7/8)From 0 to 75 50.00 50.00 55.00 0.0264 75.15 0.0011 00025 0.0036 (8)onlrow I DF 55(151//0)I mm 0 in 75 4000 5000 4500 00264 50.46 0.0037 0.0017 00030 (8)andrew LDFS-50A(7/8)From C to 75 30.00 40.00 35 00 0.0264 30.54 0.0004 ': 0.0010 0.0036 (8)andrew LCFS 504(7/8)From C to 75 20 00 30 30 255.00 3.0261 15 71 0.0C32 0.0001, 0.003G (8)andrew L6FS-50A(7/e)From 0 to 75 50.00 20.00 16.00 0.0201 5.70 0 0001 0.0002 0.0036 le)andrew LCF5-50A7(8)From C to/3 0.D0 10 DO 5.CJ 0.0364 0.64 n 0000 0 0003 0 0036 (4)andrew LDFS-SOA(7/8)From 0 to-75 70.00 7S.00 72.50 0.0005 32 01 00005 0.0011 0.0009 (4)andrew LCF5-50.6H/8)Rom C to/5 60.00 /0 DO 65.00 0.0152 52.35 0.0008 0.0017 0-0018 '14)andrew LDFS-5UA(7/8)From 0 Ill 7S ))(0 0060 D0 55.00 0 0132 37.58 00006 0.0013 0.0018 (4)andrew LDFS-50A(7/8)From C to 75 40.00 50 DO 45-00 0.032 25.23 0.O('Y1 0.0008 00018 14)andrew 1.1:14-5-50A(//8)Pram 0 to/5 30.00 40.00 35.00. 0_0132 1S 42 0.0002 00005 0.0018 (4)and road LDFS-SO4(7/8)From C to 75 2000 3030 .5 000.0_32 7.3C 0.0001 00001 0.0018 (4)andrew LDF5-50A(7/8)From 0 to75 • 10.00 200C 15.00 0.0132 2.85 0.0W0 0.0001 0.0018 (4)andrew LDF5-50A(7/8)Fronl C to 75 0 00 10 DO 5.OD 0-032 032 0.0000 0.0000 0.0018 51 m CCISeismic 3.2.3 Page 5 Analysis Date: 4/20/2020 Asa. ASCE 7 Hazards Report PMEOICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 165.62 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.428353 Location Soil Class: D - Default(see Longitude: -122.76815 . Section 11.4.3) i �_; .rl !r ti C • m • ti r af.4 114" Ni4,, • \,.�• � i. ....n /.. 4. µ. • 1 1 (j r<` -'1tMili� MXM r H• "__—.....:-3-1•a • J In < S}A • ♦ qq.� .6' LY///�4 �� A \ r A16L AAlG'IF VALLEY .yya i Wind Results: Wind Speed: 97 Vmph 10-year MRI 66 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 82 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4 Date Accessed: Mon Apr 20 2020 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. ► - https://asce7hazardtool.online/ Page 1 of 3 Mon Apr 20 2020 ASCEAMERICAN BONERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 0.86 Sol : N/A Si : 0.394 TL : 16 Fa : 1.2 PGA : 0.391 Fv : N/A PGA M : 0.473 SMs 1.031 FPGA : 1.209 SM N/A le : 1 Sos : 0.688 C. : 1.23 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Apr 20 2020 Date Source: USGS Seismic Design Maps https://asce7hazardtool.online/ Page 2 of 3 Mon Apr 20 2020 ASCE AME ICAN SOCIETY Of qYR ENMNEERS Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Apr 20 2020 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. 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In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. httgs://asce7hazardtool.online/ Page 3 of 3 Mon Apr 20 2020