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aUPzo2 l- pr)l7J RECEIVED //7414 p4aPc //wY JUN 3 2021 OFFICE COPY CITY OF TIGARD BUILDING DIVISION IR/ BLACK&VEATCH Date: March 26, 2021 Building a world of difference. Black&Veatch Corp. 6800 W. 115th St., Suite 2292 Overland Park, KS 66211 (913)458-6909 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 171654 Site Name: Dartmouth Crown Castle Designation: BU Number: 824338 Site Name: Greenburg JDE Job Number: 631056 Work Order Number: 1940856 Order Number: 540604 Rev. 0 Engineering Firm Designation: Black&Veatch Corp. Project Number: 406642 Site Data: 11744 SW Pacific Hwy,Tigard,Washington County, OR Latitude 45°26'6.17", Longitude-122°45'33.14" 130 Foot-Monopole Tower Black & Veatch Corp. 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 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. Structural analysis prepared by: Sumit Bhujbal/Zaheer Thaddi 9. ,U C T U R q< Respectfully submitted by: (8E) PRO Noel Z.Herrera, S.E trig/ 90834PE r Structural Engineer Digitally signed by g Herrera,Noel DN:CN="Herrera, Noel", OREGON OU=Professionals, Herrera,Noel OU=Corp-NA, 0� 414,,10 OU=Corp,DC=na, oc=�et`orp' LA VO' Date:2021.03.26 20:33:46-04'00' Expires: 6/30/2021 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 406642, Order 540604, 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— LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 3 1) INTRODUCTION This tower is a 130 ft Monopole tower designed by Valmont. 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: 0.865 Seismic S1: 0.395 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Size Level(ft) Elevation Antennas Manufacturer Lines (in) (ft) 3 site pro 1 PRK-SFS-L - 3 f site pro 1 SCX1-K Cross Over Plate 1 antel I BXA-70040/8CF 1 w/Mount Pipe 1 antel ' BXA-70063/8CF I w/Mount Pipe 1 antel BXA-70080-8CF-EDIN-0 w/Mount Pipe r� 1 cci tower mounts Side Arm Mount[SO 102-3] (v2.1) -r 1 cci tower mounts T-Arm Mount[TA 602-3] 90.0 90.0 3 { commscope CBC78T-DS-43-2X 3 11/2 6 commscope JAHH-45C-R3B w/Mount Pipe 3 ericsson 4449 N y r.. 3 I ericsson { RRUS 32 B2 y �H�W - 3 j ericsson I RRUS 32 B66 3 ericsson STREETMACRO 6701 { w/ Mount Pipe 3 raycap RCMDC-3315-PF-48 - 1 raycap 1 RVZDC-6627-PF-48 3 vzw Sub6 Antenna w/ Mount Pipe tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 4 Table 2-Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Size Level (ft) Elevation Antennas Manufacturer Lines (in) (ft) 1 raycap RNSNDC-7771 PF 48 133.0 .__.. 1 raycap I RTMDC-5634 PF-48 t t 132.0 1 nokia FXFB TMBXX-6517-A2M i 2 ` andrew w/Mount Pipe i I 1 commscope 2HH 38A-R4 w/Mount Pipe FFHH-65C-R3 131.0 3 E commscope w/Mount Pipe 1 1 1/2 129.0 _....-__.�.....__r_�.. ___.. ___.. 2 13/5 1 i commscope i HCS 2.0 F ' AEHC ; nokia wl Mount Pipe 3 nokia �W_. AHFIG 3 nokia AHLOA 1 site pro 1 HRK 12 Handrail Kit 129.0 _ [NA 507-1] cci tower mounts i Platform Mount 1 (v2.1) [LP 713-1_KCKR] ____._ s_ _ .__. r 119.0 6 I jaybeam wireless PCS5065-19 2 w/ Mount Pipe 118.0 __ cci tower mounts — 6 1 5/8 118.0 1 1 (v2.1) i T-Arm Mount[TA 602-3] 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 3512100 CCISITES { I 4-TOWER FOUNDATION 3675342 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER DRAWINGS 3675330 CCISITES 3.1)Analysis Method tnxTower(version 8.0.7.5), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 5 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. This analysis may be affected if any assumptions are not valid or have been made in error. Black & Veatch Corp. should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) (Monopole Tower) Section Elevation(ft) Component Size Critical P(K) SF*P allow % Pass I Fail No. Type Element (K) Capacity 1 L1 130-80.9167 Pole 1 TP25.07x14.76x0.2188 1 -12.66 1038.11 64.0 i Pass — 80.9167- t L2 < 45.0833 Pole TP32.16x23.7748x0 3125 ; 2 -18.18 1904.62 63.2 Pass L3 45.0833 0 i Pole s TP41x30.5022x0.375 3 29.70 3013.18 64.0 Pass } _ __._.._.. Summary_ .____.. _. ._ ___._ ; Pole(L1) 64.0 Pass { Rating = 64.0 Pass Table 5-Tower Component Stresses vs. Capacity (Monopole Tower)—LC7 Notes Component Elevation (ft) J %Capacity j Pass/Fail 1 Anchor Rods ; 0 j 52.8 , Pass 1 ._....__ Base Plate 0 31.5 _._.._ ._._._ Pass 1, 2 Base Foundation 0 64.4 Pass (Comp. w/Design Loads) , I Structure Rating (max from all components)= 64.4% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed.Rating per TIA-222-H Section 15.5 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 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.7.5 I I -i-'- l 130.0 ft �� �Iii MATERIAL STRENGTH I iik I GRADE Fy Fu 1 GRADE ' F r� Fu A572-65 55 ksi 80 ksi 1y�ll IJ' TOWER DESIGN NOTES 14 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-H Standard. II 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. $ l $ ot II 6. Tower Risk Category II. o $ N 7. Topographic Category 1 with Crest Height of 0.00 ft %i j 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.0 i 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H 111. 10. TOWER RATING:64% i i i Ka fl 1 f. I!II III I III I II I i 1 1 it , st ~y ,I 0 X gA § p N 4y v : p ii it j I j I/ ALL REACTIONS ARE FACTORED / _/ �_ . 441_11 AXIAL 33K SHEARR —`�., MOMENT I' 2 K/ �1 'T 240 kip-ft 1 TORQUE 0 kip-ft SEISMIC j AXIAL $ 57K $� . ,§ pi G $ Y SHEAR MOMENT 2 KJ J 256 kip-It . II II TORQUE 0 kip-ft 30 mph WIND-1.5000 in ICE 'I AXIAL II 1 30 K SHEAR/ MOMENT 20 K J t 1790 kip-ft 1 o.oe i g. �1 �—I TORQUE 1 kip-ft i u REACTIONS-97 mph WIND A ,i , o o S 4 N J 2g 1H m U' BLACK&VEATCH Black& Veatch Corp. ' Greenburq(BU#824338) Iiiir 6800 W. 115th St., Suite 2292 Pf0ject:408642(824338.1910858) Building a world of difference, Overland Park, KS 66211 client:Crown Castle TDrawn b'Zaheer Thaddi APP d ,_______—_—__—_ . Phone:(913)458-6909 code:TIA-222-H IDate:03128/21_ SC81e NTS FAX:(913)458-8136 Path: YDwq No.E-1 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, 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: 201.0000 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: 0.0000 ft. 9) Nominal ice thickness of 1.5000 in. 10) Ice thickness is considered to increase with height. 11) Ice density of 56.0000 pcf. 12) A wind speed of 30 mph is used in combination with ice. 13) Temperature drop of 50.0000 °F. 14) Deflections calculated using a wind speed of 60 mph. 15) CCISeismic Note: Seismic loads generated by CCISeismic 3.3.0. 16) CCISeismic Note: Seismic calculations are in accordance with TIA-222-H. 17) A non-linear(P-delta) analysis was used. 18) Pressures are calculated at each section. 19) Stress ratio used in pole design is 1.05. 20) Tower analysis based on target reliabilities in accordance with Annex S. 21) Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85, Kes(Ev and En) = 1.0. 22) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals V Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification V Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable J Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice V Bypass Mast Stability Checks V Consider Feed Line Torque Always Use Max Kz 'I Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg V Sort Capacity Reports By Component V Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 8 Tapered Pole Section Geometry Section Elevation tion 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 130.00 80.92 49.08 4.08 12 14.7600 25.0700 0.2188 0.8750 A572-65 (65 ksi) L2 80.92-45.08 39.92 4.92 12 23.7748 32.1600 0.3125 1.2500 A572-65 (65 ksi) L3 45.08-0.00 50.00 12 30.5022 41.0000 0.3750 1.5000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J lt/Q w wit in in2 in4 in in in3 in4 in2 in L1 15.2035 10.2425 276.4363 5.2058 7.6457 36.1559 560.1349 5.0410 3.3694 15.403 25.8772 17.5046 1379.8586 8.8967 12.9863 106.2553 2795.9677 8.6152 6.1325 28.034 L2 25.3913 23.6089 1658.8362 8.3995 12.3153 134.6967 3361.2519 11.6196 5.5341 17.709 33.1842 32.0465 4148.7559 11.4014 16.6589 249.0417 8406.5042 15.7723 7.7814 24.9 L3 32.5146 36.3785 4214.5161 10.7855 15.8001 266.7395 8539.7523 17.9044 7.1696 19.119 42.3140 49.0547 10333.637 14.5437 21.2380 486.5636 20938.750 24.1432 9.9830 26.621 2 6 Tower Gusset Gusset Gusset GradeAdjust.Factor .Ad"!ust Weight Mutt, Double Angle Doub le g Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 130.00- 1 1 1 80.92 L2 80.92- 1 1 1 45.08 L3 45.08-0.00 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 ***118*** LDF7-50A(1-5/8) A No Surface Ar 118.00- 6 6 0.000 1.9800 0.82 (CaAa) 6.00 0.420 (6)LDF7-50A(1-5/8)+ B No Surface Ar 90.00- 9 8 -0.350 1.9800 0.82 (3)MCH 6/12 6 AWG (CaAa) 0.00 0.100 (1-1/2) MLCH 12/24 LOW B No Surface Ar 90.00- 1 1 -0.460 2.0160 3.04 INDUCTION(2) (CaAa) 0.00 -0.380 Safety Line 3/8 C No Surface Ar 128.00- 1 1 -0.420 0.3750 0.22 (CaAa) 8.00 -0.400 Feed Line/Linear Appurtenances - Entered As Area tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft plf Calculation ***129**. LDF7-50A(1-5/8) C No No Inside Pole 129.00-0.00 5 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 2"Ice 0.00 0.82 ASU9325TYP01(1 C No No Inside Pole 129.00-0.00 2 No Ice 0.00 1.61 -3/5) 1/2"Ice 0.00 1.61 1"Ice 0.00 1.61 2"Ice 0.00 1.61 HCS 2.0 Part 3(1- C No No Inside Pole 129.00-0.00 1 No Ice 0.00 1.71 1/2) 1/2"Ice 0.00 1.71 1"Ice 0.00 1.71 2"Ice 0.00 1.71 *** Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n .,. ft ft2 ft2 ft2 ft2 K L1 130.00-80.92 A 0.000 0.000 44.055 0.000 0.18 B 0.000 0.000 16.219 0.000 0.09 C 0.000 0.000 1.766 0.000 0.44 L2 80.92-45.08 A 0.000 0.000 42.570 0.000 0.18 B 0.000 0.000 63.984 0.000 0.37 C 0.000 0.000 1.344 0.000 0.33 L3 45.08-0.00 A 0.000 0.000 46.431 0.000 0.19 B 0.000 0.000 80.501 0.000 0.47 C 0.000 0.000 1.391 0.000 0.42 Feed Line/Linear Appurtenances Section Areas - With Ice 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 130.00-80.92 A 1.430 0.000 0.000 68.322 0.000 0.87 B 0.000 0.000 25.659 0.000 0.38 C 0.000 0.000 15.227 0.000 0.59 L2 80.92-45.08 A 1.359 0.000 0.000 66.019 0.000 0.84 B 0.000 0.000 101.226 0.000 1.51 C 0.000 0.000 11.589 0.000 0.44 L3 45.08-0.00 A 1.227 0.000 0.000 71.318 0.000 0.88 B 0.000 0.000 125.925 0.000 1.82 C 0.000 0.000 11.470 0.000 0.52 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice 1 ft in in in in L1 130.00-80.92 -0.9205 -4.0423 -0.4480 -3.2357 L2 80.92-45.08 1.6356 -6.6615 1.6516 -5.7425 L3 45.08-0.00 2.1581 -7.2102 2.1591 -6.5259 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 10 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line Ke Kg Section Record No. Segment No Ice Ice Elev. L1 15 LDF7-50A(1-5/8) 80.92- 1.0000 1.0000 118.00 L1 16 (6)LDF7-50A(1-5/8)+(3) 80.92- 1.0000 1.0000 MCH 6/12 6 AWG(1-1/2) 90.00 L1 18 MLCH 12/24 LOW 80.92- 1.0000 1.0000 INDUCTION(2) 90.00 L1 20 Safety Line 3/8 80.92- 1.0000 1.0000 128.00 L2 15 LDF7-50A(1-5/8) 45.08- 1.0000 1.0000 80.92 L2 16 (6)LDF7-50A(1-5/8)+(3) 45.08- 1.0000 1.0000 MCH 6/12 6 AWG(1-1/2) 80.92 L2 18 MLCH 12/24 LOW 45.08- 1.0000 1.0000 INDUCTION(2) 80.92 L2 20 Safety Line 3/8 45.08- 1.0000 1.0000 80.92 L3 15 LDF7-50A(1-5/8) 6.00-45.08 1.0000 1.0000 L3 16 (6)LDF7-50A(1-5/8)+(3) 0.00-45.08 1.0000 1.0000 MCH 6/12 6 AWG(1-1/2) L3 18 MLCH 12/24 LOW 0.00-45.08 1.0000 1.0000 INDUCTION(2) L3 20 Safety Line 3/8 8.00-45.08 1.0000 1.0000 User Defined Loads - Seismic Description Elevation Offset Azimuth E. Ehx Eta. Eh From Angle Centroid ft ft K K K K CCISeismic Tower Section 1 - 125.46 0.00 0.0000 0.05 0.00 0.00 0.07 1 CCISeismic Tower Section 1 - 115.92 0.00 0.0000 0.06 0.00 0.00 0.07 2 CCISeismic Tower Section 1 - 105.92 0.00 0.0000 0.06 0.00 0.00 0.06 3 CCISeismic Tower Section 1 - 95.92 0.00 0.0000 0.07 0.00 0.00 0.06 4 CCISeismic Tower Section 1 - 85.92 0.00 0.0000 0.08 0.00 0.00 0.05 5 CCISeismic Tower Section 2- 80.04 0.00 0.0000 0.12 0.00 0.00 0.07 1 CCISeismic Tower Section 2- 70.08 0.00 0.0000 0.13 0.00 0.00 0.05 2 CCISeismic Tower Section 2- 60.08 0.00 0.0000 0.14 0.00 0.00 0.04 3 CCISeismic Tower Section 2- 50.08 0.00 0.0000 0.15 0.00 0.00 0.03 4 CCISeismic Tower Section 3- 45.00 0.00 0.0000 0.18 0.00 0.00 0.03 1 CCISeismic Tower Section 3- 35.00 0.00 0.0000 0.19 0.00 0.00 0.02 2 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 11 Description Elevation Offset Azimuth E„ Ehv Eh= Eh From Angle Centroid ft ft K K K K CCISeismic Tower Section 3- 25.00 0.00 0.0000 0.20 0.00 0.00 0.01 3 CCISeismic Tower Section 3- 15.00 0.00 0.0000 0.21 0.00 0.00 0.00 4 CCISeismic Tower Section 3- 5.00 0.00 0.0000 0.22 0.00 0.00 0.00 5 CCISeismic lightning- 130.00 0.00 0.0000 0.00 0.00 0.00 0.00 dissipation Lightning Rod 5/8"x4' CCISeismic(2)miscl Beacon 130.00 0.00 0.0000 0.01 0.00 0.00 0.01 side markers CCISeismic mount pipes 6'x2" 130.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic cci tower mounts 129.00 0.00 0.0000 0.25 0.00 0.00 0.36 (v2.1)Platform Mount[LP 713-1_KCKR] CCISeismic Site Pro HRK 12 129.00 0.00 0.0000 0.03 0.00 0.00 0.05 Handrail Kit[NA 507-1] CCISeismic andrew TMBXX- 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 6517-A2M w/Mount Pipe CCISeismic andrew TMBXX- 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 6517-A2M w/Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 2HH-38A-R4 wl Mount Pipe CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 FFHH-65C-R3 w/Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 FFHH-65C-R3 w/Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 FFHH-65C-R3 w/Mount Pipe CCISeismic commscope HCS 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 2.0 CCISeismic nokia AHFIG 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia AHFIG 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia AHFIG 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia AHLOA 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia AHLOA 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia AHLOA 129.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic nokia FXFB 129.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic raycap RNSNDC- 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 7771-PF-48 CCISeismic raycap RTMDC- 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 5634-PF-48 CCISeismic mount pipes 75(2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 75Q" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 7'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 7'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 7'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 7'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338III Project Number 406642, Order 540604, Revision 0 Page 12 Description Elevation Offset Azimuth Ev Ehx Enz Eh From Angle Centroid ft ft K K K K Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 4'x2" 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic 7'x2"Mount Pipe 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic 7'x2"Mount Pipe 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic 7'x2"Mount Pipe 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic cci tower mounts 118.00 0.00 0.0000 0.11 0.00 0.00 0.13 (v2.1)T-Arm Mount[TA 602- 3] CCISeismic(2)jaybeam 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 wireless PCSS065-19-2 w/ Mount Pipe CCISeismic(2)jaybeam 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 wireless PCSS065-19-2 w/ Mount Pipe CCISeismic(2)jaybeam 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 wireless PCSS065-19-2 w/ Mount Pipe CCISeismic mount pipes 6'x2" 118.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 65(2" 118.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 6'x2" 118.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic cci tower mounts 90.00 0.00 0.0000 0.11 0.00 0.00 0.08 (v2.1)T-Arm Mount[TA 602- 3] CCISeismic cci tower mounts 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 (v2.1)Side Arm Mount[SO 102-3] CCISeismic Site Pro 1 PRK- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 SFS-L CCISeismic Site Pro 1 PRK- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 SFS-L CCISeismic Site Pro 1 PRK- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 SFS-L CCISeismic Site Pro 1 SCX1- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 K Cross Over Plate CCISeismic Site Pro 1 SCX1- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 K Cross Over Plate CCISeismic Site Pro 1 SCX1- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 K Cross Over Plate CCISeismic mount pipes 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 12'6"x2.5"Horizontal Pipe CCISeismic mount pipes 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 12'6"x2.5"Horizontal Pipe CCISeismic mount pipes 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 12'6"x2.5"Horizontal Pipe CCISeismic antel BXA- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 70040/8CF w/Mount Pipe CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe CCISeismic ericsson 90.00 0.00 0.0000 0.01 0.00 0.00 0.00 STREETMACRO 6701 w/ Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna CCISeismic antel BXA- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 70063/8CF w/Mount Pipe CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 13 Description Elevation Offset Azimuth E, Eft Eft Eh From Angle Centroid ft ft K K K K CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe CCISeismic ericsson 90.00 0.00 0.0000 0.01 0.00 0.00 0.00 STREETMACRO 6701 w/ Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna CCISeismic antel BXA-70080- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 8CF-EDIN-0 w/Mount Pipe CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe CCISeismic commscope 90.00 0.00 0.0000 0.02 0.00 0.00 0.02 JAHH-45C-R3B w/Mount Pipe CCISeismic ericsson 90.00 0.00 0.0000 0.01 0.00 0.00 0.00 STREETMACRO 6701 w/ Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna CCISeismic commscope 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 CBC78T-DS-43-2X CCISeismic commscope 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 CBC78T-DS-43-2X CCISeismic commscope 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 CBC78T-DS-43-2X CCISeismic ericsson 4449 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson 4449 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson 4449 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B2 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B2 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B2 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B66 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B66 CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B66 CCISeismic raycap RCMDC- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 3315-PF-48 CCISeismic raycap RCMDC- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 3315-PF-48 CCISeismic raycap RCMDC- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 3315-PF-48 CCISeismic raycap RVZDC- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 6627-PF-48 CCISeismic mount pipes 55(2" 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 5'x2" 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic mount pipes 5'x2" 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount Pipe CCISeismic(5)andrew LDF7- 124.50 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 129 (120ft to129ft) CCISeismic(5)andrew LDF7- 115.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 129 (110ft to120ft) CCISeismic(5)andrew LDF7- 105.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 129 (100ft to 110ft) CCISeismic(5)andrew LDF7- 95.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (90ft to100ft) tnxTower Report-version 8.0.7.5 imlY' March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 14 ..�,.., Description .,- w.. Elevation Offset Azimuth Er EhK Et. Eh From Angle Centroid ft ft K K K K CCISeismic(5)andrew LDF7- 85.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (80ft to90ft) CCISeismic(5)andrew LDF7- 75.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (70ft to80ft) CCISeismic(5)andrew LDF7- 65.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (60ft to7Oft) CCISeismic(5)andrew LDF7- 55.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (50ft to6Oft) CCISeismic(5)andrew LDF7- 45.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (40ft to50ft) CCISeismic(5)andrew LDF7- 35.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (30ft to40ft) CCISeismic(5)andrew LDF7- 25.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (20ft to30ft) CCISeismic(5)andrew LDF7- 15.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129 (10ft to20ft) CCISeismic(5)andrew LDF7- 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 129(Oft to1Oft) CCISeismic(2)nokia 124.50 0.00 0.0000 0.00 0.00 0.00 0.01 ASU9325TYP01(1-3/5)From 0 to 129(120ft to129ft) CCISeismic(2)nokia 115.00 0.00 0.0000 0.00 0.00 0.00 0.01 ASU9325TYP01(1-3/5)From 0 to 129(110ft tol20ft) CCISeismic(2)nokia 105.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(100ft to110ft) CCISeismic(2)nokia 95.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(90ft to100ft) CCISeismic(2)nokia 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(80ft to90ft) CCISeismic(2)nokia 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(70ft to80ft) CCISeismic(2)nokia 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(60ft to7Oft) CCISeismic(2)nokia 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(50ft to6Oft) CCISeismic(2)nokia 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(40ft to50ft) CCISeismic(2)nokia 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(30ft to40ft) CCISeismic(2)nokia 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(20ft to30ft) CCISeismic(2)nokia 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(10ft to20ft) CCISeismic(2)nokia 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 ASU9325TYP01(1-3/5)From 0 to 129(Oft to1 Oft) CCISeismic nokia HCS 2.0 124.50 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 15 Description Elevation Offset Azimuth Ev Ehx Ehz Eh From Angle Centroid ft ft K K K K (120ft to129ft) CCISeismic nokia HCS 2.0 115.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (110ft to120ft) CCISeismic nokia HCS 2.0 105.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (100ft to110ft) CCISeismic nokia HCS 2.0 95.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (90ft to100ft) CCISeismic nokia HCS 2.0 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (80ft to9Oft) 1 CCISeismic nokia HCS 2.0 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (70ft to80ft) CCISeismic nokia HCS 2.0 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (60ft to70ft) CCISeismic nokia HCS 2.0 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (50ft to60ft) CCISeismic nokia HCS 2.0 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (40ft to5Oft) CCISeismic nokia HCS 2.0 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (30ft to40ft) CCISeismic nokia HCS 2.0 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (20ft to30ft) CCISeismic nokia HCS 2.0 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (10ft to20ft) CCISeismic nokia HCS 2.0 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2)From 0 to 129 (Oft to1Oft) CCISeismic(6)andrew LDF7- 114.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 6 to 118 (110ftto118ft) CCISeismic(6)andrew LDF7- 105.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 6 to 118 (100ft to110ft) CCISeismic(6)andrew LDF7- 95.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 6 to 118 (90ft to100ft) CCISeismic(6)andrew LDF7- 85.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (80ft to9Oft) CCISeismic(6)andrew LDF7- 75.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (70ft to80ft) CCISeismic(6)andrew LDF7- 65.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (60ft to70ft) CCISeismic(6)andrew LDF7- 55.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (50ft to60ft) CCISeismic(6)andrew LDF7- 45.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (40ft to5Oft) CCISeismic(6)andrew LDF7- 35.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (30ft to40ft) CCISeismic(6)andrew LDF7- 25.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 6 to 118 (20ft to30ft) CCISeismic(6)andrew LDF7- 15.00 0.00 0.0000 0.01 0.00 0.00 0.00 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 16 Description Elevation Offset Azimuth Ev _� ....,E ,. Ehz Eh From Angle Centroid ft ft K K K K 50A(1-5/8)From 6 to 118 (10ft to20ft) CCISeismic(6)andrew LDF7- 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1-5/8)From 6 to 118(6ft to1 Oft) CCISeismic(9) (6)LDF7- 85.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (80ft to9Oft) CCISeismic(9) (6)LDF7- 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (70ft to80ft) CCISeismic(9) (6)LDF7- 65.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (60ft to70ft) CCISeismic(9) (6)LDF7- 55.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (50ft to60ft) CCISeismic(9) (6)LDF7- 45.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (40ft to5Oft) CCISeismic(9) (6)LDF7- 35.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (30ft to40ft) CCISeismic(9) (6)LDF7- 25.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (20ft to30ft) CCISeismic(9) (6)LDF7- 15.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90 (10ft to20ft) CCISeismic(9) (6)LDF7- 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)+(3)MCH 6/12 6 AWG(1-1/2)From 0 to 90(Oft to1Oft) CCISeismic huber and suhner 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (80ft to9Oft) CCISeismic huber and suhner 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (70ft to80ft) CCISeismic huber and suhner 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (60ft to70ft) CCISeismic huber and suhner 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (50ft to60ft) CCISeismic huber and suhner 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (40ft to5Oft) CCISeismic huber and suhner 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (30ft to40ft) CCISeismic huber and suhner 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 17 Description Elevation Offset Azimuth E,, Eros Eta Eh From Angle Centroid ft ft K K K K (20ftto30ft) CCISeismic huber and suhner 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 90 (10ft to20ft) CCISeismic huber and 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 90 _Oft to10ft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft Lightning Rod 5/8"x4' C From Face 0.00 0.0000 130.00 No Ice 0.25 0.25 0.00 0.00 1/2" 0.66 0.66 0.01 2.00 Ice 0.97 0.97 0.01 1"Ice 1.49 1.49 0.03 2"Ice (2)Beacon side markers C From Face 0.00 0.0000 130.00 No Ice 0.93 0.93 0.02 0.00 1/2" 1.07 1.07 0.03 3.00 Ice 1.21 1.21 0.03 1"Ice 1.49 1.49 0.04 2"Ice 6'x2"Mount Pipe C From Face 0.00 0.0000 130.00 No Ice 1.43 1.43 0.02 0.00 1/2" 1.92 1.92 0.03 3.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice Platform Mount[LP 713- C None 0.0000 129.00 No Ice 44.11 44.11 1.78 1_KCKR] 1/2" 49.98 49.98 2.64 Ice 56.15 56.15 3.62 1"Ice 69.51 69.51 5.95 2"Ice Site Pro HRK 12 Handrail C None 0.0000 129.00 No Ice 4.56 4.56 0.25 Kit[NA 507-1] 1/2" 6.39 6.39 0.31 Ice 8.18 8.18 0.40 1"Ice 11.66 11.66 0.66 2"Ice 7'x2"Mount Pipe A From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -4.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 2"Ice 7'x2"Mount Pipe B From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -4.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 2"Ice 7'x2"Mount Pipe C From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -4.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 2"Ice 7'x2"Mount Pipe A From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -2.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 18 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 2"Ice 7'x2"Mount Pipe B From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -2.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 2"Ice 7'x2"Mount Pipe C From Face 3.00 0.0000 129.00 No Ice 1.66 1.66 0.03 -2.00 1/2" 2.39 2.39 0.04 0.00 Ice 2.83 2.83 0.06 1"Ice 3.71 3.71 0.10 2"Ice 4'x2"Mount Pipe A From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 -1.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe B From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 -1.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe C From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 -1.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe A From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 3.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe B From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 3.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe C From Face 3.00 0.0000 129.00 No Ice 0.87 0.87 0.01 3.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice TMBXX-6517-A2M w/ A From Leg 3.00 0.0000 129.00 No Ice 7.97 5.97 0.08 Mount Pipe -6.00 1/2" 8.73 6.70 0.14 2.00 Ice 9.50 7.44 0.22 1"Ice 11.10 8.99 0.40 2"Ice TMBXX-6517-A2M w/ B From Leg 3.00 0.0000 129.00 No Ice 7.97 5.97 0.08 Mount Pipe -6.00 1/2" 8.73 6.70 0.14 2.00 Ice 9.50 7.44 0.22 1"Ice 11.10 8.99 0.40 2"Ice 2HH-38A-R4 w/Mount C From Leg 3.00 0.0000 129.00 No Ice 6.36 3.12 0.08 Pipe -6.00 1/2" 6.74 3.43 0.16 2.00 Ice 7.14 3.76 0.24 1"Ice 7.95 4.44 0.43 2"Ice AEHC w/Mount Pipe A From Leg 3.00 0.0000 129.00 No Ice 6.96 3.45 0.11 2.00 1/2" 7.34 3.93 0.17 2.00 Ice 7.74 4.43 0.23 1"Ice 8.57 5.47 0.37 2"Ice AEHC wl Mount Pipe B From Leg 3.00 0.0000 129.00 No Ice 6.96 3.45 0.11 2.00 1/2" 7.34 3.93 0.17 2.00 Ice 7.74 4.43 0.23 1"Ice 8.57 5.47 0.37 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis COI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 19 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"Ice AEHC w/Mount Pipe C From Leg 3.00 0.0000 129.00 No Ice 6.96 3.45 0.11 2.00 1/2" 7.34 3.93 0.17 2.00 Ice 7.74 4.43 0.23 1"Ice 8.57 5.47 0.37 2"Ice FFHH-65C-R3 w/Mount A From Leg 3.00 0.0000 129.00 No Ice 12.97 6.20 0.16 Pipe 6.00 1/2" 13.62 6.77 0.30 2.00 Ice 14.27 7.36 0.45 1"Ice 15.62 8.57 0.79 2"Ice FFHH-65C-R3 w/Mount B From Leg 3.00 0.0000 129.00 No Ice 12.97 6.20 0.16 Pipe 6.00 1/2" 13.62 6.77 0.30 2.00 Ice 14.27 7.36 0.45 1"Ice 15.62 8.57 0.79 2"Ice FFHH-65C-R3 w/Mount C From Leg 3.00 0.0000 129.00 No Ice 12.97 6.20 0.16 Pipe 6.00 1/2" 13.62 6.77 0.30 2.00 Ice 14.27 7.36 0.45 1"Ice 15.62 8.57 0.79 2"Ice AHFIG A From Leg 3.00 0.0000 129.00 No Ice 3.08 1.40 0.08 0.00 1/2" 3.31 1.59 0.10 2.00 Ice 3.55 1.78 0.12 1"Ice 4.05 2.17 0.18 2"Ice AHFIG B From Leg 3.00 0.0000 129.00 No Ice 3.08 1.40 0.08 0.00 1/2" 3.31 1.59 0.10 2.00 Ice 3.55 1.78 0.12 1"Ice 4.05 2.17 0.18 2"Ice AHFIG C From Leg 3.00 0.0000 129.00 No Ice 3.08 1.40 0.08 0.00 1/2" 3.31 1.59 0.10 2.00 Ice 3.55 1.78 0.12 1"Ice 4.05 2.17 0.18 2"Ice FXFB C From Leg 3.00 0.0000 129.00 No Ice 3.54 1.02 0.06 0.00 1/2" 3.77 1.17 0.08 3.00 Ice 4.01 1.33 0.10 1"Ice 4.52 1.66 0.16 2"Ice HCS 2.0 A From Leg 3.00 0.0000 129.00 No Ice 0.94 0.70 0.00 0.00 1/2" 1.08 0.82 0.01 2.00 Ice 1.22 0.94 0.02 1"Ice 1.53 1.22 0.05 2"Ice AHLOA A From Leg 3.00 0.0000 129.00 No Ice 2.23 1.39 0.08 0.00 1/2" 2.42 1.55 0.10 2.00 Ice 2.62 1.72 0.12 1"Ice 3.05 2.08 0.18 2"Ice AHLOA B From Leg 3.00 0.0000 129.00 No Ice 2.23 1.39 0.08 0.00 1/2" 2.42 1.55 0.10 2.00 Ice 2.62 1.72 0.12 1"Ice 3.05 2.08 0.18 2"Ice AHLOA C From Leg 3.00 0.0000 129.00 No Ice 2.23 1.39 0.08 0.00 1/2" 2.42 1.55 0.10 2.00 Ice 2.62 1.72 0.12 1"Ice 3.05 2.08 0.18 2"Ice RNSNDC-7771-PF-48 B From Leg 3.00 0.0000 129.00 No Ice 3.20 1.03 0.01 0.00 1/2" 3.42 1.17 0.04 4.00 Ice 3.65 1.32 0.06 1"Ice 4.13 1.64 0.12 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 20 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 2"Ice RTMDC-5634-PF-48 B From Leg 3.00 0.0000 129.00 No Ice 1.87 1.07 0.02 0.00 1/2" 2.04 1.20 0.04 4.00 Ice 2.21 1.35 0.06 1"Ice 2.59 1.66 0.10 2"Ice T-Arm Mount[TA 602-3] C None 0.0000 118.00 No Ice 13.40 13.40 0.77 1/2" 16.44 16.44 1.00 Ice 19.70 19.70 1.29 1"Ice 25.86 25.86 2.05 2"Ice (2)PCSS065-19-2 w/ A From Face 3.00 0.0000 118.00 No Ice 6.24 3.35 0.04 Mount Pipe 0.00 1/2" 6.81 4.80 0.09 1.00 Ice 7.36 5.99 0.14 1"Ice 8.46 7.83 0.27 2"Ice (2)PCSS065-19-2 wl B From Face 3.00 0.0000 118.00 No Ice 6.24 3.35 0.04 Mount Pipe 0.00 1/2" 6.81 4.80 0.09 1.00 Ice 7.36 5.99 0.14 1"Ice 8.46 7.83 0.27 2"Ice (2)PCSS065-19-2 w/ C From Face 3.00 0.0000 118.00 No Ice 6.24 3.35 0.04 Mount Pipe 0.00 1/2" 6.81 4.80 0.09 1.00 Ice 7.36 5.99 0.14 1"Ice 8.46 7.83 0.27 2"Ice 6'x2"Mount Pipe C From Face 3.00 0.0000 118.00 No Ice 1.43 1.43 0.02 0.00 1/2" 1.92 1.92 0.03 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice 6'x2"Mount Pipe C From Face 3.00 0.0000 118.00 No Ice 1.43 1.43 0.02 0.00 1/2" 1.92 1.92 0.03 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice 6'x2"Mount Pipe C From Face 3.00 0.0000 118.00 No Ice 1.43 1.43 0.02 0.00 1/2" 1.92 1.92 0.03 0.00 Ice 2.29 2.29 0.05 1"Ice 3.06 3.06 0.09 2"Ice T-Arm Mount[TA 602-3] C None 0.0000 90.00 No Ice 13.40 13.40 0.77 1/2" 16.44 16.44 1.00 Ice 19.70 19.70 1.29 1"Ice 25.86 25.86 2.05 2"Ice Side Arm Mount[SO 102- C None 0.0000 90.00 No Ice 3.60 3.60 0.07 3] 1/2" 4.18 4.18 0.11 Ice 4.75 4.75 0.14 1"Ice 5.90 5.90 0.20 2"Ice Site Pro 1 PRK-SFS-L A From Leg 0.00 0.0000 90.00 No Ice 4.24 3.96 0.08 0.00 1/2" 4.78 4.46 0.10 0.00 Ice 5.44 5.06 0.14 1"Ice 6.40 5.96 0.17 2"Ice Site Pro 1 PRK-SFS-L B From Leg 0.00 0.0000 90.00 No Ice 4.24 3.96 0.08 0.00 1/2" 4.78 4.46 0.10 0.00 Ice 5.44 5.06 0.14 1"Ice 6.40 5.96 0.17 2"Ice Site Pro 1 PRK-SFS-L C From Leg 0.00 0.0000 90.00 No Ice 4.24 3.96 0.08 0.00 1/2" 4.78 4.46 0.10 tnxTower Report-version 8.0.7.5 -r•ifitllllNWhrlt{1WlillftlitfllttilHl/1tY111+11fsllHHilJNkill/fi(4WJ.JJiflf: s{r ar'allftn:- fr.'rxfi r{"{ JJellitrrWr/tufiHutWllNrillsstaflNlalllilil/+teY#altrlJllflN!frrartrr , :. r.,<..;. ,..s,r ar'r is .r:1J+[an/1 f ailrldiFnFF-tF i{ ftetfY A rntetrrtsr Fs{,.fuur.rl r Ja.x.. March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 21 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 Ice 5.44 5.06 0.14 1"Ice 6.40 5.96 0.17 2"Ice Site Pro 1 SCX1-K Cross A From Leg 3.00 0.0000 90.00 No Ice 0.00 0.00 0.00 Over Plate 0.00 1/2" 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice Site Pro 1 SCX1-K Cross B From Leg 3.00 0.0000 90.00 No Ice 0.00 0.00 0.00 Over Plate 0.00 1/2" 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice Site Pro 1 SCX1-K Cross C From Leg 3.00 0.0000 90.00 No Ice 0.00 0.00 0.00 Over Plate 0.00 1/2" 0.00 0.00 0.00 0.00 Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice 5'x2"Mount Pipe A From Leg 1.00 0.0000 90.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1"Ice 2.46 2.46 0.08 2"Ice 5'x2"Mount Pipe B From Leg 1.00 0.0000 90.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1"Ice 2.46 2.46 0.08 2"Ice 5'x2"Mount Pipe C From Leg 1.00 0.0000 90.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1"Ice 2.46 2.46 0.08 2"Ice 12'6"x2.5"Horizontal Pipe A From Leg 3.00 0.0000 90.00 No Ice 3.59 0.02 0.07 0.00 1/2" 4.88 0.10 0.10 0.00 Ice 6.17 0.17 0.13 1"Ice 8.40 0.32 0.23 2"Ice 12'6"x2.5"Horizontal Pipe B From Leg 3.00 0.0000 90.00 No Ice 3.59 0.02 0.07 0.00 1/2" 4.88 0.10 0.10 0.00 Ice 6.17 0.17 0.13 1"Ice 8.40 0.32 0.23 2"Ice 12'6"x2.5"Horizontal Pipe C From Leg 3.00 0.0000 90.00 No Ice 3.59 0.02 0.07 0.00 1/2" 4.88 0.10 0.10 0.00 Ice 6.17 0.17 0.13 1"Ice 8.40 0.32 0.23 2"Ice BXA-70040/8CF w/Mount A From Leg 3.00 0.0000 90.00 No Ice 20.10 10.24 0.08 Pipe -6.00 1/2" 20.84 11.74 0.21 0.00 Ice 21.59 13.25 0.36 1"Ice 23.03 15.56 0.68 2"Ice JAHH-45C-R3B w/Mount A From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe -2.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice JAHH-45C-R3B WI Mount A From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe 0.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice Sub6 Antenna w/Mount A From Leg 3.00 0.0000 90.00 No Ice 4.34 3.55 0.10 Pipe 2.00 1/2" 4.67 3.99 0.14 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 22 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 Ice 5.00 4.45 0.19 1"Ice 5.70 5.43 0.31 2"Ice STREETMACRO 6701 w/ A From Leg 3.00 0.0000 90.00 No Ice 1.45 1.34 0.04 Mount Pipe 6.00 1/2" 1.68 1.56 0.05 0.00 Ice 1.92 1.80 0.07 1"Ice 2.45 2.32 0.13 2"Ice BXA-70063/8CF w/Mount B From Leg 3.00 0.0000 90.00 No Ice 10.91 8.18 0.06 Pipe -6.00 1/2" 11.61 9.67 0.14 0.00 Ice 12.33 11.17 0.22 1"Ice 13.70 13.45 0.44 2"Ice JAHH-45C-R3B w/Mount B From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe -2.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice JAHH-45C-R3B w/Mount B From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe 0.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice Sub6 Antenna w/Mount B From Leg 3.00 0.0000 90.00 No Ice 4.34 3.55 0.10 Pipe 2.00 1/2" 4.67 3.99 0.14 0.00 Ice 5.00 4.45 0.19 1"Ice 5.70 5.43 0.31 2"Ice STREETMACRO 6701 w/ B From Leg 3.00 0.0000 90.00 No Ice 1.45 1.34 0.04 Mount Pipe 6.00 1/2" 1.68 1.56 0.05 0.00 Ice 1.92 1.80 0.07 1"Ice 2.45 2.32 0.13 2"Ice BXA-70080-8CF-EDIN-0 C From Leg 3.00 0.0000 90.00 No Ice 7.02 7.18 0.07 w/Mount Pipe -6.00 1/2" 7.93 8.09 0.13 0.00 Ice 8.86 9.01 0.21 1"Ice 10.76 10.92 0.40 2"Ice JAHH-45C-R3B w/Mount C From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe -2.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice JAHH-45C-R3B w/Mount C From Leg 3.00 0.0000 90.00 No Ice 10.98 5.81 0.16 Pipe 0.00 1/2" 11.70 6.48 0.26 0.00 Ice 12.44 7.16 0.38 1"Ice 13.94 8.55 0.65 2"Ice Sub6 Antenna w/Mount C From Leg 3.00 0.0000 90.00 No Ice 4.34 3.55 0.10 Pipe 2.00 1/2" 4.67 3.99 0.14 0.00 Ice 5.00 4.45 0.19 1"Ice 5.70 5.43 0.31 2"Ice STREETMACRO 6701 w/ C From Leg 3.00 0.0000 90.00 No Ice 1.45 1.34 0.04 Mount Pipe 6.00 1/2" 1.68 1.56 0.05 0.00 Ice 1.92 1.80 0.07 1"Ice 2.45 2.32 0.13 2"Ice RRUS 32 B66 A From Leg 3.00 0.0000 90.00 No Ice 2.74 1.67 0.05 0.00 1/2" 2.96 1.86 0.07 0.00 Ice 3.19 2.05 0.10 1"Ice 3.68 2.46 0.16 2"Ice RRUS 32 B66 B From Leg 3.00 0.0000 90.00 No Ice 2.74 1.67 0.05 0.00 1/2" 2.96 1.86 0.07 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 23 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 Ice 3.19 2.05 0.10 1"Ice 3.68 2.46 0.16 2"Ice RRUS 32 B66 C From Leg 3.00 0.0000 90.00 No Ice 2.74 1.67 0.05 0.00 1/2" 2.96 1.86 0.07 0.00 Ice 3.19 2.05 0.10 1"Ice 3.68 2.46 0.16 2"Ice RCMDC-3315-PF-48 A From Leg 3.00 0.0000 90.00 No Ice 3.71 2.19 0.03 0.00 1/2" 3.95 2.39 0.06 0.00 Ice 4.20 2.61 0.10 1"Ice 4.72 3.05 0.18 2"Ice RCMDC-3315-PF-48 B From Leg 3.00 0.0000 90.00 No Ice 3.71 2.19 0.03 0.00 1/2" 3.95 2.39 0.06 0.00 Ice 4.20 2.61 0.10 1"Ice 4.72 3.05 0.18 2"Ice RCMDC-3315-PF-48 C From Leg 3.00 0.0000 90.00 No Ice 3.71 2.19 0.03 0.00 1/2" 3.95 2.39 0.06 0.00 Ice 4.20 2.61 0.10 1"Ice 4.72 3.05 0.18 2"Ice 4449 A From Leg 3.00 0.0000 90.00 No Ice 1.97 1.40 0.07 0.00 1/2" 2.15 1.56 0.09 0.00 Ice 2.33 1.72 0.11 1"Ice 2.72 2.07 0.16 2"Ice 4449 B From Leg 3.00 0.0000 90.00 No Ice 1.97 1.40 0.07 0.00 1/2" 2.15 1.56 0.09 0.00 Ice 2.33 1.72 0.11 1"Ice 2.72 2.07 0.16 2"Ice 4449 C From Leg 3.00 0.0000 90.00 No Ice 1.97 1.40 0.07 0.00 1/2" 2.15 1.56 0.09 0.00 Ice 2.33 1.72 0.11 1"Ice 2.72 2.07 0.16 2"Ice RVZDC-6627-PF-48 C From Leg 3.00 0.0000 90.00 No Ice 3.79 2.51 0.03 0.00 1/2" 4.04 2.73 0.06 0.00 Ice 4.30 2.95 0.10 1"Ice 4.84 3.42 0.18 2"Ice RRUS 32 B2 A From Leg 3.00 0.0000 90.00 No Ice 2.73 1.67 0.05 0.00 1/2" 2.95 1.86 0.07 0.00 Ice 3.18 2.05 0.10 1"Ice 3.66 2.46 0.16 2"Ice RRUS 32 B2 B From Leg 3.00 0.0000 90.00 No Ice 2.73 1.67 0.05 0.00 1/2" 2.95 1.86 0.07 0.00 Ice 3.18 2.05 0.10 1"Ice 3.66 2.46 0.16 2"Ice RRUS 32 B2 C From Leg 3.00 0.0000 90.00 No Ice 2.73 1.67 0.05 0.00 1/2" 2.95 1.86 0.07 0.00 Ice 3.18 2.05 0.10 1"Ice 3.66 2.46 0.16 2"Ice CBC78T-DS-43-2X A From Leg 3.00 0.0000 90.00 No Ice 0.37 0.51 0.02 0.00 1/2" 0.45 0.60 0.03 0.00 Ice 0.53 0.70 0.04 1"Ice 0.72 0.93 0.06 2"Ice CBC78T-DS-43-2X B From Leg 3.00 0.0000 90.00 No Ice 0.37 0.51 0.02 0.00 1/2" 0.45 0.60 0.03 tnxTower Report-version 8.0.7.5 o eiURINNk/PN/i1J/FJ/N1N*+*'° ;•°•uWwuirNrrisL&iwNisr/NtAealuaruNw .ursrosrri: ;us»n.. iotrt,.ztirxssWavwGkNHNNNIIsNdittMr&uYtMFJi'/J✓dRrdr urn..a.re:u,,. .as.>i.., „ins„� r Je,.irasr Jsurrreszt afess> ..,,u ut.a.,a,: March 26, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 24 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Holz Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 0.00 Ice 0.53 0.70 0.04 1"Ice 0.72 0.93 0.06 2"Ice CBC78T-DS-43-2X C From Leg 3.00 0.0000 90.00 No Ice 0.37 0.51 0.02 0.00 1/2" 0.45 0.60 0.03 0.00 Ice 0.53 0.70 0.04 1"Ice 0.72 0.93 0.06 2"Ice 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 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 25 Comb. Description.. No. 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No.._� ��_._...Comb. K kip-ft L1 130- Pole Max Tension 27 0.00 -0.00 -0.00 80.9167 Max.Compression 26 -31.48 1.93 -0.54 Max.Mx 20 -12.66 360.27 -0.90 Max.My 14 -12.69 0.79 -354.34 Max.Vy 20 -13.35 360.27 -0.90 Max.Vx 14 13.34 0.79 -354.34 Max.Torque 5 1.49 L2 80.9167- Pole Max Tension 1 0.00 0.00 0.00 45.0833 Max.Compression 26 -40.33 1.27 0.81 Max.Mx 20 -18.18 878.76 -0.35 Max.My 14 -18.27 0.40 -854.27 Max.Vy 20 -16.45 878.76 -0.35 Max.Vx 2 -15.24 0.04 853.98 Max.Torque 5 1.49 L3 45.0833-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.67 -0.35 3.15 Max.Mx 8 -29.70 -1789.84 0.42 Max.My 2 -29.70 -0.20 1681.99 Max.Vy 8 19.72 -1789.84 0.42 Max.Vx 2 -17.71 -0.20 1681.99 Max.Torque 5 1.48 Maximum Reactions tnxTower Report-version 8.0.7.5 ti . . .-.. . : March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 26 Location Condition Gov, Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max,Vert 30 56.67 -2.48 0.00 Max.Hs 20 29.72 19.69 0.01 Max.Hz 2 29.72 0.01 17.68 Max.Ms 2 1681.99 0.01 17.68 Max.Mz 8 1789.84 -19.69 -0.01 Max.Torsion 5 1.48 -8.79 15.30 Min.Vert 66 18.85 1.05 -1.81 Min.Hz 8 29.72 -19.69 -0.01 Min.Hz 14 29.72 -0.01 -17.68 Min.Mx 14 -1680.90 -0.01 -17.68 Min.Mz 20 -1789.25 19.69 0.01 Min.Torsion 17 -1.47 8.79 -15.30 { Tower Mast Reaction Summary Load Vertical Shears Shears Overturning Overturning Torque Combination Moment,Ms Moment, Mz K K K kip-ft -._ kip-ft kip-ft __ Dead Only 24.76 0.00 0.00 -0.46 -0.25 0.00 1.2 Dead+1.0 Wind 0 deg- 29.72 -0.01 -17.68 -1681.99 -0.20 -1.44 No Ice 0.9 Dead+1.0 Wind 0 deg- 22.29 -0.01 -17.68 -1656.58 -0.12 -1.44 No Ice 1.2 Dead+1.0 Wind 30 deg- 29.72 8.79 -15.30 -1455.81 -838.70 -1.48 No Ice 0.9 Dead+1.0 Wind 30 deg- 22.29 8.79 -15.30 -1433.79 -825.96 -1.48 No Ice 1.2 Dead+1.0 Wind 60 deg- 29.72 15.22 -8.83 -840.67 -1452.52 -1.11 No Ice 0.9 Dead+1.0 Wind 60 deg- 22.29 15.22 -8.83 -827.90 -1430.53 -1.12 No Ice 1.2 Dead+1.0 Wind 90 deg- 29.72 19.69 0.01 -0.42 -1789.84 -1.24 No Ice 0.9 Dead+1.0 Wind 90 deg- 22.29 19.69 0.01 -0.29 -1763.48 -1.24 No Ice 1.2 Dead+1.0 Wind 120 deg 29.72 16.03 9.30 861.84 -1490.84 0.35 -No Ice 0.9 Dead+1.0 Wind 120 deg 22.29 16.03 9.30 849.16 -1468.55 0.35 -No Ice 1.2 Dead+1.0 Wind 150 deg 29.72 8.94 15.55 1469.16 -847.15 1.04 -No Ice 0.9 Dead+1.0 Wind 150 deg 22.29 8.94 15.55 1447.29 -834.36 1.04 -No Ice 1.2 Dead+1.0 Wind 180 deg 29.72 0.01 17.68 1680.90 -0.42 1.45 -No Ice 0.9 Dead+1.0 Wind 180 deg 22.29 0.01 17.68 1655.75 -0.35 1.45 -No Ice 1.2 Dead+1.0 Wind 210 deg 29.72 -8.79 15.30 1454.74 838.08 1.46 -No Ice 0.9 Dead+1.0 Wind 210 deg 22.29 -8.79 15.30 1432.98 825.49 1.47 -No Ice 1.2 Dead+1.0 Wind 240 deg 29.72 -15.22 8.83 839.60 1451.92 1.09 -No Ice 0.9 Dead+1.0 Wind 240 deg 22.29 -15.22 8.83 827.09 1430.07 1.10 -No Ice 1.2 Dead+1.0 Wind 270 deg 29.72 -19.69 -0.01 -0.64 1789.25 1.23 -No Ice 0.9 Dead+1.0 Wind 270 deg 22.29 -19.69 -0.01 -0.51 1763.03 1.24 -No Ice 1.2 Dead+1.0 Wind 300 deg 29.72 -16.03 -9.30 -862.93 1490.25 -0.34 -No Ice 0.9 Dead+1.0 Wind 300 deg 22.29 -16.03 -9.30 -849.99 1468.10 -0.33 -No Ice 1.2 Dead+1.0 Wind 330 deg 29.72 -8.94 -15.55 -1470.26 846.54 -1.02 -No Ice tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 27 Load Vertical Shearx Shears Overturning Overturning Torque Combination Moment,Mx Moment, Mz K K K kip-ft kip-ft kip-ft 0.9 Dead+1.0 Wind 330 deg 22.29 -8.94 -15.55 -1448.12 833.90 -1.02 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 56.67 -0.00 -0.00 -3.15 -0.35 0.00 1.2 Dead+1.0 Wind 0 56.67 0.00 -2.36 -249.90 -0.51 -0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 56.67 1.18 -2.05 -216.97 -123.82 -0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 56.67 2.04 -1.18 -126.78 -214.03 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 56.67 2.48 -0.00 -3.50 -255.57 -0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 56.67 2.04 1.18 119.83 -213.82 0.05 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 56.67 1.18 2.04 210.16 -123.47 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 56.67 -0.00 2.36 243.30 -0.11 0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 56.67 -1.18 2.05 210.37 123.19 0.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 56.67 -2.04 1.18 120.18 213.40 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 56.67 -2.48 0.00 -3.10 254.94 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 56.67 -2.04 -1.18 -126.43 213.20 -0.05 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 56.67 -1.18 -2.04 -216.76 122.84 -0.11 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 24.76 -0.00 -6.37 -601.26 -0.21 -0.53 Dead+Wind 30 deg-Service 24.76 3.17 -5.51 -520.45 -299.81 -0.54 Dead+Wind 60 deg-Service 24.76 5.49 -3.18 -300.65 -519.14 -0.40 Dead+Wind 90 deg-Service 24.76 7.10 0.00 -0.41 -639.86 -0.45 Dead+Wind 120 deg- 24.76 5.78 3.35 307.73 -532.90 0.12 Service Dead+Wind 150 deg- 24.76 3.22 5.61 524.72 -302.85 0.38 Service Dead+Wind 180 deg- 24.76 0.00 6.37 600.35 -0.29 0.53 Service Dead+Wind 210 deg- 24.76 -3.17 5.51 519.54 299.32 0.53 Service Dead+Wind 240 deg- 24.76 -5.49 3.18 299.74 518.65 0.40 Service Dead+Wind 270 deg- 24.76 -7.10 -0.00 -0.49 639.37 0.45 Service Dead+Wind 300 deg- 24.76 -5.78 -3.35 -308.64 532.41 -0.12 Service Dead+Wind 330 deg- 24.76 -3.22 -5.61 -525.63 302.35 -0.37 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 33.15 0.00 -2.09 -239.87 -0.29 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 0 18.85 0.00 -2.09 -232.37 -0.22 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 33.15 1.05 -1.81 -207.80 -119.95 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 18.85 1.05 -1.81 -201.29 -116.20 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 33.15 1.81 -1.05 -120.20 -207.55 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 60 18.85 1.81 -1.05 -116.39 -201.11 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 33.15 2.09 0.00 -0.54 -239.62 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 90 18.85 2.09 0.00 -0.41 -232.18 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 33.15 1.81 1.05 119.13 -207.55 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 18.85 1.81 1.05 115.57 -201.11 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 33.15 1.05 1.81 206.73 -119.95 0.00 deg tnxTower Report-version 8.0.7.5 i t Ft.a itl.Jli t erJN:(rJ3 it YJafJilFxtJ !'NlaPI/r!i yf f ei!!R+i. r .r..✓t r ri .i.rr.f xeesf<.r 3i t li3Uf�/e9 A)t"1ir/t{r#+f t t}ct aanJr ! ei>ifa.r,ii, ,.e .s, >.rr.v ¢ nxau.sr s Jx{t pia tba<t fr'3! is.afs. 3 t•.i.t +eiet.r,. March 26, 2021 130 Ft Monopole Tower Structural Analysis CCl BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 28 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment,Mx Moment,Mz K K K kip-ft kip-ft __. kip-ft .. 0.9 Dead-1.0 Ev+1.0 Eh 150 18.85 1.05 1.81 200.47 -116.20 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 33.15 0.00 2.09 238.79 -0.29 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 18.85 0.00 2.09 231.55 -0.22 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 33.15 -1.05 1.81 206.73 119.38 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 18.85 -1.05 1.81 200.47 115.76 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 33.15 -1.81 1.05 119.13 206.98 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 18.85 -1.81 1.05 115.57 200.66 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 33.15 -2.09 0.00 -0.54 239.04 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 18.85 -2.09 0.00 -0.41 231.73 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 33.15 -1.81 -1.05 -120.20 206.98 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 18.85 -1.81 -1.05 -116.39 200.66 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 33.15 -1.05 -1.81 -207.80 119.38 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 18.85 -1.05 -1.81 -201.29 115.76 -0.00 deg 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 -24.76 0.00 0.00 24.76 0.00 0.000% 2 -0.01 -29.72 -17.68 0.01 29.72 17.68 0.000% 3 -0.01 -22.29 -17.68 0.01 22.29 17.68 0.000% 4 8.79 -29.72 -15.30 -8.79 29.72 15.30 0.000% 5 8.79 -22.29 -15.30 -8.79 22.29 15.30 0.000% 6 15.22 -29.72 -8.83 -15.22 29.72 8.83 0.000% 7 15.22 -22.29 -8.83 -15.22 22.29 8.83 0.000% 8 19.69 -29.72 0.01 -19.69 29.72 -0.01 0.000% 9 19.69 -22.29 0.01 -19.69 22.29 -0.01 0.000% 10 16.03 -29.72 9.30 -16.03 29.72 -9.30 0.000% 11 16.03 -22.29 9.30 -16.03 22.29 -9.30 0.000% 12 8.94 -29.72 15.55 -8.94 29.72 -15.55 0.000% 13 8.94 -22.29 15.55 -8.94 22.29 -15.55 0.000% 14 0.01 -29.72 17.68 -0.01 29.72 -17.68 0.000% 15 0.01 -22.29 17.68 -0.01 22.29 -17.68 0.000% 16 -8.79 -29.72 15.30 8.79 29.72 -15.30 0.000% 17 -8.79 -22.29 15.30 8.79 22.29 -15.30 0.000% 18 -15.22 -29.72 8.83 15.22 29.72 -8.83 0.000% 19 -15.22 -22.29 8.83 15.22 22.29 -8.83 0.000% 20 -19.69 -29.72 -0.01 19.69 29.72 0.01 0.000% 21 -19.69 -22.29 -0.01 19.69 22.29 0.01 0.000% 22 -16.03 -29.72 -9.30 16.03 29.72 9.30 0.000% 23 -16.03 -22.29 -9.30 16.03 22.29 9.30 0.000% 24 -8.94 -29.72 -15.55 8.94 29.72 15.55 0.000% 25 -8.94 -22.29 -15.55 8.94 22.29 15.55 0.000% 26 0.00 -56.67 0.00 0.00 56.67 0.00 0.000% 27 0.00 -56.67 -2.36 -0.00 56.67 2.36 0.000% 28 1.18 -56.67 -2.05 -1.18 56.67 2.05 0.000% 29 2.04 -56.67 -1.18 -2.04 56.67 1.18 0.000% 30 2.48 -56.67 -0.00 -2.48 56.67 0.00 0.000% 31 2.04 -56.67 1.18 -2.04 56.67 -1.18 0.000% 32 1.18 -56.67 2.04 -1.18 56.67 -2.04 0.000% 33 -0.00 -56.67 2.36 0.00 56.67 -2.36 0.000% 34 -1.18 -56.67 2.05 1.18 56.67 -2.05 0.000% tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 29 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 35 -2.04 -56.67 1.18 2.04 56.67 -1.18 0.000% 36 -2.48 -56.67 0.00 2.48 56.67 -0.00 0.000% 37 -2.04 -56.67 -1.18 2.04 56.67 1.18 0.000% 38 -1.18 -56.67 -2.04 1.18 56.67 2.04 0.000% 39 -0.00 -24.76 -6.37 0.00 24.76 6.37 0.000% 40 3.17 -24.76 -5.51 -3.17 24.76 5.51 0.000% 41 5.49 -24.76 -3.18 -5.49 24.76 3.18 0.000% 42 7.10 -24.76 0.00 -7.10 24.76 -0.00 0.000% 43 5.78 -24.76 3.35 -5.78 24.76 -3.35 0.000% 44 3.22 -24.76 5.61 -3.22 24.76 -5.61 0.000% 45 0.00 -24.76 6.37 -0.00 24.76 -6.37 0.000% 46 -3.17 -24.76 5.51 3.17 24.76 -5.51 0.000% 47 -5.49 -24.76 3.18 5.49 24.76 -3.18 0.000% 48 -7.10 -24.76 -0.00 7.10 24.76 0.00 0.000% 49 -5.78 -24.76 -3.35 5.78 24.76 3.35 0.000% 50 -3.22 -24.76 -5.61 3.22 24.76 5.61 0.000% 51 0.00 -33.15 -2.09 0.00 33.15 2.09 0.000% 52 0.00 -18.85 -2.09 0.00 18.85 2.09 0.000% 53 1.05 -33.15 -1.81 -1.05 33.15 1.81 0.000% 54 1.05 -18.85 -1.81 -1.05 18.85 1.81 0.000% 55 1.81 -33.15 -1.05 -1.81 33.15 1.05 0.000% 56 1.81 -18.85 -1.05 -1.81 18.85 1.05 0.000% 57 2.09 -33.15 0.00 -2.09 33.15 -0.00 0.000% 58 2.09 -18.85 0.00 -2.09 18.85 0.00 0.000% 59 1.81 -33.15 1.05 -1.81 33.15 -1.05 0.000% 60 1.81 -18.85 1.05 -1.81 18.85 -1.05 0.000% 61 1.05 -33.15 1.81 -1.05 33.15 -1.81 0.000% 62 1.05 -18.85 1.81 -1.05 18.85 -1.81 0.000% 63 0.00 -33.15 2.09 0.00 33.15 -2.09 0.000% 64 0.00 -18.85 2.09 0.00 18.85 -2.09 0.000% 65 -1.05 -33.15 1.81 1.05 33.15 -1.81 0.000% 66 -1.05 -18.85 1.81 1.05 18.85 -1.81 0.000% 67 -1.81 -33.15 1.05 1.81 33.15 -1.05 0.000% 68 -1.81 -18.85 1.05 1.81 18.85 -1.05 0.000% 69 -2.09 -33.15 0.00 2.09 33.15 -0.00 0.000% 70 -2.09 -18.85 0.00 2.09 18.85 0.00 0.000% 71 -1.81 -33.15 -1.05 1.81 33.15 1.05 0.000% 72 -1.81 -18.85 -1.05 1.81 18.85 1.05 0.000% 73 -1.05 -33.15 -1.81 1.05 33.15 1.81 0.000% 74 -1.05 -18.85 -1.81 1.05 18.85 1.81 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00015286 3 Yes 5 0.00000001 0.00007367 4 Yes 6 0.00000001 0.00016386 5 Yes 6 0.00000001 0.00005289 6 Yes 6 0.00000001 0.00017521 7 Yes 6 0.00000001 0.00005706 8 Yes 5 0.00000001 0.00010923 9 Yes 5 0.00000001 0.00005223 10 Yes 6 0.00000001 0.00017506 11 Yes 6 0.00000001 0.00005651 12 Yes 6 0.00000001 0.00016690 13 Yes 6 0.00000001 0.00005383 14 Yes 5 0.00000001 0.00015432 15 Yes 5 0.00000001 0.00007430 16 Yes 6 0.00000001 0.00017642 17 Yes 6 0.00000001 0.00005748 18 Yes 6 0.00000001 0.00016595 19 Yes 6 0.00000001 0.00005359 20 Yes 5 0.00000001 0.00010794 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 30 21 Yes 5 0.00000001 0.00005165 22 Yes 6 0.00000001 0.00017221 23 Yes 6 0.00000001 0.00005547 24 Yes 6 0.00000001 0.00017556 25 Yes 6 0.00000001 0.00005702 26 Yes 4 0.00000001 0.00002145 27 Yes 5 0.00000001 0.00044762 28 Yes 5 0.00000001 0.00048972 29 Yes 5 0.00000001 0.00049105 30 Yes 5 0.00000001 0.00045257 31 Yes 5 0.00000001 0.00048845 32 Yes 5 0.00000001 0.00048792 33 Yes 5 0.00000001 0.00044737 34 Yes 5 0.00000001 0.00049730 35 Yes 5 0.00000001 0.00049729 36 Yes 5 0.00000001 0.00046112 37 Yes 5 0.00000001 0.00049774 38 Yes 5 0.00000001 0.00049697 39 Yes 4 0.00000001 0.00037384 40 Yes 5 0.00000001 0.00010536 41 Yes 5 0.00000001 0.00012137 42 Yes 4 0.00000001 0.00032933 43 Yes 5 0.00000001 0.00011971 44 Yes 5 0.00000001 0.00010903 45 Yes 4 0.00000001 0.00037558 46 Yes 5 0.00000001 0.00012433 47 Yes 5 0.00000001 0.00010803 48 Yes 4 0.00000001 0.00032946 49 Yes 5 0.00000001 0.00011533 50 Yes 5 0.00000001 0.00012182 51 Yes 4 0.00000001 0.00012048 52 Yes 4 0.00000001 0.00002505 53 Yes 4 0.00000001 0.00023297 54 Yes 4 0.00000001 0.00010799 55 Yes 4 0.00000001 0.00023286 56 Yes 4 0.00000001 0.00010791 57 Yes 4 0.00000001 0.00012071 58 Yes 4 0.00000001 0.00002508 59 Yes 4 0.00000001 0.00023509 60 Yes 4 0.00000001 0.00010882 61 Yes 4 0.00000001 0.00023503 62 Yes 4 0.00000001 0.00010871 63 Yes 4 0.00000001 0.00012187 64 Yes 4 0.00000001 0.00002522 65 Yes 4 0.00000001 0.00023666 66 Yes 4 0.00000001 0.00010935 67 Yes 4 0.00000001 0.00023677 68 Yes 4 0.00000001 0.00010943 69 Yes 4 0.00000001 0.00012164 70 Yes 4 0.00000001 0.00002520 71 Yes 4 0.00000001 0.00023452 72 Yes 4 0.00000001 0.00010852 73 Yes 4 0.00000001 0.00023458 74 Yes 4 0.00000001 0.00010864 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 130-80.9167 36.094 48 2.6292 0.0032 L2 85-45.0833 14.746 48 1.7115 0.0039 L3 50-0 4.923 42 0.9259 0.0014 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 31 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 130.00 Lightning Rod 5/8"x4' 48 36.094 2.6292 0.0033 17656 129.00 Platform Mount[LP 713- 48 35.574 2.6097 0.0034 17656 1_KCKR] 125.46 CCISeismic Tower Section 1 -1 48 33.733 2.5404 0.0035 17656 124.50 CCISeismic(5)andrew LDF7- 48 33.236 2.5216 0.0036 16050 50A(1-5/8)From 0 to 129(120ft to 129ft) 118.00 T-Arm Mount[TA 602-3] 48 29.888 2.3939 0.0038 7356 115.92 CCISeismic Tower Section 1 -2 48 28.828 2.3527 0.0039 6267 115.00 CCISeismic(5)andrew LDF7- 48 28.365 2.3346 0.0039 5884 50A(1-5/8)From 0 to 129(110ft to120ft) 114.00 CCISeismic(6)andrew LDF7- 48 27.861 2.3147 0.0040 5516 50A(1-5/8)From 6 to 118(110ft to118ft) 105.92 CCISeismic Tower Section 1 -3 48 23.878 2.1526 0.0042 3664 105.00 CCISeismic(5)andrew LDF7- 48 23.439 2.1340 0.0042 3530 50A(1-5/8)From 0 to 129(100ft to110ft) 95.92 CCISeismic Tower Section 1 -4 48 19.256 1.9464 0.0042 2588 95.00 CCISeismic(5)andrew LDF7- 48 18.854 1.9271 0.0042 2520 50A(1-5/8)From 0 to 129(90ft to 100ft) 90.00 T-Arm Mount[TA 602-3] 48 16.731 1.8206 0.0042 2205 85.92 CCISeismic Tower Section 1 -5 48 15.099 1.7317 0.0040 2025 85.00 CCISeismic(5)andrew LDF7- 48 14.746 1.7115 0.0040 2004 50A(1-5/8)From 0 to 129(80ft to90ft) 80.04 CCISeismic Tower Section 2-1 48 12.924 1.6008 0.0037 2003 75.00 CCISeismic(5)andrew LDF7- 48 11.224 1.4864 0.0034 2051 50A(1-5/8)From 0 to 129(70ft to80ft) 70.08 CCISeismic Tower Section 2-2 48 9.709 1.3740 0.0030 2099 65.00 CCISeismic(5)andrew LDF7- 42 8.288 1.2579 0.0026 2151 50A(1-5/8)From 0 to 129(60ft to70ft) 60.08 CCISeismic Tower Section 2-3 42 7.052 1.1467 0.0022 2204 55.00 CCISeismic(5)andrew LDF7- 42 5.911 1.0339 0.0018 2262 50A(1-5/8)From 0 to 129(50ft to60ft) 50.08 CCISeismic Tower Section 2-4 42 4.939 0.9277 0.0014 2348 45.00 CCISeismic Tower Section 3-1 42 4.063 0.8220 0.0011 2580 35.00 CCISeismic Tower Section 3-2 42 2.678 0.6244 0.0007 3317 25.00 CCISeismic Tower Section 3-3 42 1.654 0.4381 0.0005 4643 15.00 CCISeismic Tower Section 3-4 42 0.889 0.2596 0.0003 7738 8.00 CCISeismic(6)andrew LDF7- 42 0.452 0.1378 0.0001 14509 50A(1-5/8)From 6 to 118(6ft to10ft) 5.00 CCISeismic Tower Section 3-5 42 0.279 0.0860 0.0001 23215 Maximum Tower Deflections - Design Wind Section Elevation Holz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 130-80.9167 101.115 20 7.3772 0.0090 L2 85-45.0833 41.321 20 4.8014 0.0106 L3 50-0 13.790 8 2.5956 0.0038 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 32 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 130.00 Lightning Rod 5/8"x4' 20 101.115 7.3772 0.0104 6434 129.00 Platform Mount[LP 713- 20 99.657 7.3223 0.0105 6434 1 KCKR] 125.46 CCISeismic Tower Section 1 -1 20 94.502 7.1279 0.0109 6434 124.50 CCISeismic(5)andrew LDF7- 20 93.110 7.0753 0.0109 5849 50A(1-5/8)From 0 to 129(120ft to129ft) 118.00 T-Arm Mount[TA 602-3] 20 83.736 6.7168 0.0115 2679 115.92 CCISeismic Tower Section 1 -2 20 80.767 6.6013 0.0116 2282 115.00 CCISeismic(5)andrew LDF7- 20 79.468 6.5503 0.0117 2142 50A(1-5/8)From 0 to 129(110ft to 120ft) 114.00 CCISeismic(6)andrew LDF7- 20 78.056 6.4946 0.0118 2008 50A(1-5/8)From 6 to 118(110ft to 118ft) 105.92 CCISeismic Tower Section 1 -3 20 66.903 6.0395 0.0121 1332 105.00 CCISeismic(5)andrew LDF7- 20 65.672 5.9873 0.0122 1283 50A(1-5/8)From 0 to 129(10011 to110ft) 95.92 CCISeismic Tower Section 1 -4 20 53.957 5.4608 0.0121 938 95.00 CCISeismic(5)andrew LDF7- 20 52.829 5.4067 0.0121 913 50A(1-5/8)From 0 to 129(90ft to 100ft) 90.00 T-Arm Mount[TA 602-3] 20 46.885 5.1076 0.0118 798 85.92 CCISeismic Tower Section 1 -5 20 42.311 4.8581 0.0113 732 85.00 CCISeismic(5)andrew LDF7- 20 41.321 4.8014 0.0112 724 50A(1-5/8)From 0 to 129(80ft to90ft) 80.04 CCISeismic Tower Section 2-1 20 36.218 4.4906 0.0105 722 75.00 CCISeismic(5)andrew LDF7- 20 31.452 4.1693 0.0095 738 50A(1-5/8)From 0 to 129(70ft to80ft) 70.08 CCISeismic Tower Section 2-2 20 27.206 3.8536 0.0084 754 65.00 CCISeismic(5)andrew LDF7- 8 23.224 3.5276 0.0072 772 50A(1-5/8)From 0 to 129(60ft to70ft) 60.08 CCISeismic Tower Section 2-3 8 19.757 3.2154 0.0060 790 55.00 CCISeismic(5)andrew LDF7- 8 16.560 2.8985 0.0049 809 50A(1-5/8)From 0 to 129(50ft to60ft) 50.08 CCISeismic Tower Section 2-4 8 13.833 2.6006 0.0039 839 45.00 CCISeismic Tower Section 3-1 8 11.378 2.3036 0.0030 922 35.00 CCISeismic Tower Section 3-2 8 7.496 1.7493 0.0020 1184 25.00 CCISeismic Tower Section 3-3 8 4.630 1.2268 0.0013 1656 15.00 CCISeismic Tower Section 3-4 8 2.488 0.7270 0.0008 2760 8.00 CCISeismic(6)andrew LDF7- 8 1.265 0.3858 0.0004 5174 50A(1-5/8)From 6 to 118(6ft to 10ft) 5.00 CCISeismic Tower Section 3-5 8 0.781 0.2408 0.0003 8278 Compression Checks Pole Design Data Section Elevation Size L L„ KI/r A P„ (pP„ Ratio No. P. ft ft ft in2 K K ..enR L1 130-80.9167 TP25.07x14.76x0.2188 49.08 0.00 0.0 16.900 -12.66 988.68 0.013 (1) 5 tnxTower Report-version 8,0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 33 Section Elevation Size L L„ KI/r A P„ 4)P„ Ratio No. P„ ft ft ft in2 K K (I)Pn L2 80.9167- TP32.16x23.7748x0.3125 39.92 0.00 0.0 31.007 -18.18 1813.92 0.010 ri 45.0833(2) 3 ( L3 45.0833-0 TP41x30.5022x0.375 50.00 0.00 0.0 49.054 -29.70 2869.70 0.010 (3) 7 r i f Pole Bending Design Data Section Elevation Size M. 4iM„X Ratio M„, 4M„y Ratio No. At, M„y ft kip-ft kip-ft 4)Mn, kip-ft kip-ft 4)Mn L1 130-80.9167 TP25.07x14.76x0.2188 360.27 548.23 0.657 0.00 548.23 0.000 (1) L2 80.9167- TP32.16x23.7748x0.3125 878.76 1347.08 0.652 0.00 1347.08 0.000 45.0833(2) L3 45.0833-0 TP41x30.5022x0.375 1789.84 2708.41 0.661 0.00 2708.41 0.000 (3) Pole Shear Design Data Section Elevation Size Actual 4.1Vn Ratio Actual 4)Tn Ratio No. V„ V, T„ T„ ft K K 4)Vn kip-ft kip-ft OTn ...... L1 130-80.9167 TP25.07x14.76x0.2188 13.35 296.60 0.045 0.44 625.99 0.001 (1) L2 80.9167- TP32.16x23.7748x0.3125 16.45 544.18 0.030 1.12 1475.02 0.001 45.0833(2) L3 45.0833-0 TP41x30.5022x0.375 19.72 860.91 0.023 1.24 3076.46 0.000 (3) Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M„, Mu), V„ T„ Stress Stress ft tpn +Mn, 4)M y 4V„ tT„ Ratio Ratio L1 130-80.9167 0.013 0.657 0.000 0.045 0.001 0.672 1.050 4.8.2 (1) L2 80.9167- 0.010 0.652 0.000 0.030 0.001 0.663 1.050 4.8.2 45.0833(2) L3 45.0833-0 0.010 0.661 0.000 0.023 0.000 0.672 1.050 4.8.2 (3) Section Capacity Table Section Elevation Component Size Critical P eiPau„H. % Pass No. ft Type Element K K Capacity Fail L1 130-80.9167 Pole TP25.07x14.76x0.2188 1 -12.66 1038.11 64.0 Pass L2 80.9167- Pole TP32.16x23.7748x0.3125 2 -18.18 1904.62 63.2 Pass 45.0833 tnxTower Report-version 8.0.7.5 March 26, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 406642, Order 540604. Revision 0 Page 34 Section Elevation Component Size Critical P aPafiaW % Pass No. ft Type Element K K Capacity Fail L3 45.0833-0 Pole TP41x30.5022x0.375 3 -29.70 3013.18 64.0 Pass Summary Pole(L1) 64.0 Pass RATING= 64.0 Pass tnxTower Report-version 8.0.7.5 ..>....................... .r..r.....r.rn:.ar.r.r: er.rx rre[rrr3 icxttulHs ufuuillN3tisuuuitti au..ereer4d sf.Ms March 26, 2021 130 Ft Monopole Tower Structural Analysis CCl BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 35 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.7.5 OTHER CONSIDERED IN FTIMMEfI� `31 1/r 10 C IIYEL 10N) e)1-5/e•m 11e FT 1EVEt. (a) -i/Y m 90 FT taa. ••� a 1-3/e•1O 90 FT LEVEL • 1 2"10 90 FT LEVEL ----� •• • / 5 •.• / \ • 1 / \ I I I 04 41 1 I 1 OS 02 / I I \ / I \ \ ...... �/ / \ / \ / \\ �i MS • o. COMER CONSIDERED EQUIPMENT) rr (1)1-1/2•TO 120 FT LEVEL 2 1-3/5•10 129 FT LEVEL S 1-5/e.10 120 FT LEVEL awelNO PECS W/SKEW awe _..... _....__.._. _....__ ...............".. ,., .. ... .., .. Pe,rn r..vn ePS,wvwavn.waxerravarcaduv urieraaa r. r.u.:xwdvuearxuu vsu,14.4 .114u.14,64FHHNN N etfee/fetfa K f fvlya/w:e wddwd+f w.adtr�r March 26, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 406642, Order 540604, Revision 0 Page 36 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.7.5 Monopole Base Plate Connection (''� `CROWN ,,,CASTLE N,q t,,,;-'{ BU# 824338 Site Name Greenburg ')' Order# 540604 Rev 0 if Analysis Considerations TIA-222 Revision H �5 Grout Considered: No la,(in) 1.5625 Applied loads ftrlti r ��� 04I Moment(kip-ft) 1789.84 Axial Force(kips) 29.70 Shear Force(kips) 19.72 'TIA-212-H Section 15.5 Applied =�� 0 Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (12)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 48.95"BC Pu_c=148.61 4Pn_c=268.39 Stress Rating Vu=1.64 4)Vn=120.77 52.8% Base Plate Data Mu=n/a c4Mn=n/a 54.95"OD x 2.75"Plate(S-128;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 17.85 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 31.5% Pole Data 41"x 0.375"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.0.1 Analysis Date:3/26/2021 EaBLACK&VEATCH Client: Crown Castle Design: SB Building a worSd of difference. Project: 406642(824338.1940856) Date: 3/26/2021 6800 W.115th St.,Suite 2292 Site: Greeenburg Verify: ZRT Overland Park,KS 66211 Title: Date: 3/26/2021 Foundation Design Reaction Comparison Phone:(913)458-6909 Code: TIA-222-H Template Version 1.8 FOUNDATION ANALYSIS: Original Tower Design Reactions: Drilled Caisson: Shear: 29.8 Kip Note:Design reactions are multiplied by 1.35 Overturning moment: 2648.7 Kip-ft for comparison as allowed by TIA-222-H Section 15.6.2. TnxTower Reactions: Drilled Caisson: Shear: 20.0 Kip Overturning moment: 1790.0 Kip-ft Stress Ratio: Drilled Caisson: Shear: 64.0% Note:Ratings per TIA-222-H Section 15.5. Overturning moment: 64.4% Conclusion: When the calculated reactions are compared to the original design reactions,the existing foundation is considered to have been designed and constructed with adequate capacity to support the existing and proposed loads. Controlling Foundation Stress Ratio: 64.4% ASCE ASCE 7 Hazards Report AMEIIICAN SOCIETY OF CML ENGINES Address: Standard: ASCE/SEI 7-16 Elevation: 201.18 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.435047 Location Soil Class: D- Stiff Soil Longitude: -122.759206 rG . N,,,, • . „, . . :, . . .„. , . . , • . , .. . , ,, „ , , , , , ,. t., , ._ . -• ,..• - • . ,., „ ..., ! . • •,.., .. •. ... • . .., „:. „ , ,,,. .. ,,, , . , .. . . :.: : . , ,,•„4.....,.., ...,• • .. .,, ,,,,,,„, t' « i 40,4% . .,,... . . -,. „ ,,\ R+7 i • , +. • I // • .ate. any► h' . 4, ph , ,1x,L w i 4.''" 4' ' ''7► !tif a ' ' ►,„� 1.,. i .. ....�,r , >'a , , • 13, 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, and Section 26.5.2 Date Accessed: Wed Mar 24 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years(annual exceedance probability= 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Wed Mar 24 2021 ASCE AMERICAN SOCIETY OF CWIL ENGINEERS Seismic Site Soil Class: D-Stiff Soil Results: Ss : 0.865 So, : N/A Si : 0.395 TL : 16 Fa : 1.154 PGA : 0.393 Fv : N/A PGA M : 0.474 SMs 0.998 FPGA : 1.207 SM, : N/A la : 1 SDs : 0.665 C, : 1.233 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed Mar 24 2021 Date Source: USGS Seismic Design Mans hrips://asce7hazardtool.online/ Page 2 of 3 Wed Mar 24 2021 • E. AMMICAN SOCIETY OF CIVIL ENGINEERS 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: Wed Mar 24 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool.you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Wed Mar 24 2021 Y .. .�. ,,. .. .• u ate._ t' CROWN BU: 824338 Structure: ACASTLEw0: 1940s56 Order: 540604 Rev: 0 Location Decimal Degrees Deg Min Sec Lat: 45.435047 1 + 45 26 6.17 Long: -122.759206 - I 122 I 45 33.14 Code and Site Parameters Seismic Design Code: TIA-222-H Site Soil: D(Default) Default Risk Category: II USGS Seismic Reference Ss: 0.8650 g Si: 0.3950 g TL: 16 s Seismic Design Category Determination Importance Factor,le: 1 Acceleration-based site coefficient,Fa: 1.2000 Velocity-based site coefficient,F,: 1.9050 Design spectral response acceleration short period,Sos: 0.6920 g Design spectral response acceleration 1 s period,SD1: 0.5017 Seismic Design Category Based on Sos: D Seismic Design Category Based on Sol: D Seismic Design Category Based on Si: N/A Controlling Seismic Design Category: CCISeismic 3.3.6 Page 1 Analysis Date: 3/25/2021 CROWN BU: WO: 824338 1940856 Structure: A ("' YY CASTLE Order: 540604 Rev: 0 Tower Details Tower Type: Tapered Monopole Height,h: 130 ft Effective Seismic Weight,W: 24.81 kips Amplification Factor,As: 1,0 2.7.8.1 Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,Wu: 8.80932 kips W1: 16.00029748 kips E: 29000.0 ksi g: 386.088 in/s2 Average Moment of Inertia,lays: 3578.762836 in4 Fa: 0.252446369 hz Approximate Fundamental Period Monopole,Ta: 3.9612 s 2.7.7.1.3.3 Seismic Response Coefficient,Cs 0.4613 2.7.7.1.1 Seismic Response Coefficient Max 1,Csmax 0.0844 2.7.7.1.1 Seismic Response Coefficient Max 2,Csmax N/A 2.7.7.1.1 Seismic Response Coefficient Min 1,Csm;n 0.0304 2.7.7.1.1 Seismic Response Coefficient Min 2,Csmi,, N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,C„ 0.0844 Seismic Base Shear,V kips 2.7.7.1.1 Vertical Distribution Factors Period Related Exponent,k: 2.000 2.7.7.1.2 Sum of w;hik 170739.33 2.7.7.1.2 CCISeismic 3.3.6 Page 2 Analysis Date: 3/25/2021 Tow, SOU 0n i+`adi Section Section Number length Top Height Mid Height,h, Weight w w,h„' C,„ F,,, f„., 1-1 9.08 130.00 125.46 0.3369 5302.20 0.0311 0.0650 0.0466 1000 120.92 115.92 0.4188 '5627,71 0.0330 0.0690 00580 1 3 10,00 110 92 .105 92 0.4691 1262.59 MEM 0.0646 0.0649 MEM 10.00 100.92 95'12 0 5194 4778.30 0.0280 0.0553 ®® 90.92 85.92 IMM 4205.00 ,,. 0.051r, 0.0788 9 12 85.00 80 ® 1322.94 ''0653 0 1150 2 2 1111113111111BEIS 70,08 0.9093 4466,42 0.0548 2-i 1,11 00 55 08 .i0.0r, 0.9812 3542.;;l 0.0435 0.1358 Millalli 13 00 55.08 50,08 1.0530 2641.28 0.0324 MEM 3 1 10.03 50.00 45.1C' 1M 2590.34 ,'152 0.0318 0177r, , 2. 10.0U 40.00 35,00 MMIZSIIUMZglal 9 0098 0.0205 10.00 10.00 1_-CI, 14515 ® '7,1053 0.0113 ., 4 10.03 IMETOMMINEM 1 5376 345.96 0.0020 0.0042 ME 10.00 10.00 5.00 1.6238 40 59 0.0002 0.0005 Sum',fF'i ...,.,i.. E,.rw.s...,elso� CCISeismic 3.3.6 Page 3 Analysis Date: 3/25/2021 , Name 11, or,, 3, P. '.0,19ing-dissipation lightning Rod 5/8(94' 130.00 0.0042 70.98 0 0004 0.0009 0.0006 ) ..Beacon side markers 130 00 .10400 676 00 ' )))1,. 0 0083 0.0050 130 00 0 0219 370.11 0 0922 0.0045 0.0030 129 peil'i ;7850 29704.19 , '/1,, 0 3644 0 2470 129,00 0.2450 4077.05 0,0500 0 03'19 . )7-4261 oo'1, 129 00 3.0794 1320 96 0 0162 -..... '61684,6517.A2M ' 129.00 0.0794 1320.96 0.0162 , 0 01.0 .cope29038A.801 129 00 0 0836 1395 18 i' .6> 0.0171 - _ (,EOC.w/Mount Pipe 129.00 0 1136 1890.42 ,1.'.',,'. 0.0232 3v/Mount Pape 129,00 ii 1131 1890 42 0 0232 ,i'Mount Pipe 129.00 0 1136 .1890.42 0,.r.'I 0.0232 0 0157 (90 53C.339.)4), 129 00 0 1605 2671.0.5 P ii'r 5 0.0328 9 0222 -..._ _ 129.00 0.1605 2671.05 9 4,3 5(3 0.0328 0.0222 . 129 ile 0 160r, 2671 05 : . . 00328 9 0222 COfnmsccp,)• 129.00 0.0014 23 30 0 0003 0 0002 noina Al irk') 129.0]) 0 0794 1321.30 " ' r 0 01€12 0 0110 nokia ANFIG 129.00 0 0794 1321.30 0.0162 0.0110 nokia ASP: 129.00 ,i 3794 1321 30 ,'7 6 0 0162 3 0110 nokia AHLOA 129.00 0 0838 1394 52 0 0062 0 01 ' 0.0116 nokia AHLOA 129 00 9 08/8 1394532 0 6' t",0,1c, nokia AHLOA 129 00 0 0838 1394.52 .I 0 0]“, pokm FXFB 129.00 0 0.551 916 07 / , iaycap RNSNDC 7721.PF.48 129.00 0.0149 247' (5 , . mycan ri'm, )14 PI 48 129.00 0 0210 ' ' ' ; mount.. ' r Mount Pipe 129.00 0 0256 . 'now)).19001 'e.'Mount 1",pe 129 1' ir 0236 43, , .326 ' 3 ir , mount pipes 7'x2'Mount Pipe 0 0256 426'). .10025 „),,0,,, ,0030 mount pipes 7'x2"Mount Pine ,. 6 0256 426 01 0 0002 mount pipes 7'x2'Mount Pipe .. 0 0256 426.01 0.0052 0 ' 'x2"MountPipe 0 0256 426.01 ',L'':', 0.0052 0.00 iL, 1',2'Mount Pipe 129.00 0.0146 242 96 0.0030 0.0020 129.00 . 0146 2,12 , ' 21 0 0030 '00,;' 129.00 0.0146 242,' 0.0030 2,1.120 129 Of) 0 0146 241 0././030 ,, P/9 melee/piop,' , 129.00. 0(314F, 242 46 .10014 0.0030 ,0020 129 00 242 96 1 0014 "0330 00112 129 00 426.01 0 0025 ' 3452 0)29)(' ( 129 0]) 426.01 0 0025 . • 129.00 426.01 0.0025 , 'A 53117 •' 118.00 10781 33 0 0631 5 4,,, (2)Jambe Mount P p3 118.00 . ' 1119.49 0.0066 ), (2)jayuc,ne. ' \loan]ripe 11800 .'168' 1119.49 0 0066 .. ',: (2),jaybe en . Mount Pipe 118.00 0.0804 1119 49 0.0066 , ' ,' 010021 09 118 032 .i 02;9 304 9''. 0 0018 ', 'Pipe 1)8 00 i 00219 304 p' 0.0018 0 0,29,) '.'unt Pipe 118 00 9 0219 304 0 0018 ''' i 2 11"21A,rr Mount;Ia.602-.3] 90.00 0 7743 0,0367 0) ,,.. 0 00 1 90 CR) i)0759 0 0036 ( 90.00 1 0770 0 003/ , • 0)90/ 90 00 ,.ria3,) ,)2037 ,0 90 09, 0 0770 0.0037 , - i- 0 3146 118 3 /0007 0 0183 148.23 0 0009 0 0018 0 022'3 - , „1016, 148.2.3 , 0 0009 0 0018 0,,:)' 0 0700 567.00 0.0033 0.0070 0.0097 ,. . 0 0700 567 00 0.0031 0 0070 0 00W . . 0Oil0.0700 56700 0.0033 0,0070 0.0097 n 0824 662 44 0 0039 0.0082 00114 ,.00 0 1601 1296 65 0 0076 0,0159 , 0 0222 0160' 1296 65 0 0076 0 0159 5 6222 0 0386 314.36 0.0018 0.0039 0.0054 0 088,0 712 80 0 0042 0 0087 0 0127 r.p Mount Pipe ' 0 0565 457.65 0.0027 0 0056 0 0028 e-R3E3w/Mount 1), 0.1601 1296 65 0 0071, 0 015'9 '''18 w/Mount 11.0 ' 0 1601 'i 1)93)55 , 0.0076 0 0159 0 02P 3 - 2]IN/MOO,' ,^ 3 0388 ' 3 0 0018 0 0019 0.0880 1'80 , 0.0042 0 0087 0 0'22 0 070' •i 0 0034 0 0070 , . . 0 1601 , '. 0.00'76 0,0159 0.0222 Con,L :,,,ICIt PIM' il lb!,. r 1'07t"/ 0 0159 0 0222 .,, • '.'..ov,/Mount Pipc. )10 0 0388 . '0018 0 0039 0 0054 '21 i)0880 '0042 ,. 0 0087 0 0122 0 0207 .. 5 9 0010 0.0021 0 0926 .ope C BC:78 i .. . 0 0207 ' ,)0010 0.0021 I 'ape(911781505-4,;( 93.00 0.0207 ', 2.0010 0.0021 0 00231 4449 90 00 0 0705 0 0033 0.0070 0 0 05 a- )4449 90.00 0 0705 ,, , 0.0033 0,0070 0.0098 1449 90.00 0 070; . 0.0033 0.0070 0 0008 90.00 0.0529 ' 0 0025 0.0053 0 0073 ,- ' 90.00 C10529 0 0025 0 0053 CCISeismic 3.3.6 Page 4 Analysis Date: 3/25/2021 . . , . .90 00 ,0,2', 428.49 00 00 . ,' ,, 42,,,30 • ,i,syoo Qi1U3,,,R{1 90.00 429 30 00r : 0„ or io,son ARO',32 136b qa 00 129 30 raycap PCMDC.3315-PF 48 1. 259 20 3.0044 , .y,.'ap RCMDC 3315 PE 48 30044 48 .,CO I.- 0 0044 ly,i 0 001 0 C)04.4 maul,.,,,,. ,,, 1,4.3,t Pipe :, 3. 148 23 0 0009 ,., , 0 0025 rnour.Lpipes 5,2''Mott(Pipe ii 1 148 23 3 0009 I t,le .)002:, mount pipes 5'x2"Mount Pipe 9,1.00 0 0183 148 23 0.0009 0 0013 0 0025 Sum ;'''. '.—...,''......qt;•:',::„',,,. i . CCISeismic 3.3.6 Page 5 Analysis Date: 3/25/2021 Name Start Height End Height h, w, w,h,` C„ F,, 'orn Ito 129 120.00 129.00 124.50 0,0369 571.46 0.0070 0.0051 nOto 129 11 U.00 120.00 1.15 00 3.0410 542.23 -_- -"- 00067 0 Ci 0057 0 to 129 100.00 110.00 105.00 0.0410 452.03 0.0055 0.0057 .,0 to 129 90_0.0 110000 95.00 0 0410 370.03 0 0045 0 0057 _... 80.00 90.00 85.00 0.0410 296.23 3 0036 0 0 05- - 70.00 80.00 75.00 )04 YJ 270 63 _ •.. 7"50a11-5P8,r-,3 ...:__ _ 60.00 70.00 65.00 n 041n 17;zv i > )A!, 'r,Pc,' 50.00 3)0.00 55.00 1'041.2 40.00 50.00 4.5.00 0.041.0 83.03 ;'',0,,t 30.00 40.1,- 35,00 0 0410 50.23 00' 7 to 120 20.00 30.00 25.00 0.0410 25.63 0.0002 >,,13 1 r 7 '1,129 10.00 20.00 15.00 110410 9.23 0.0001 (1-Slat Fr - ;29 0,00 10.00 5.00 0.0410 1.03 0.0000 0.()000 fl r'i(.01O ' to 129 120.00 1.29.00 124.50 0_0291 450.31 0 0026 0.0055 ,,0042 12)00131495129325T5801(, 3o129 110.00 120.00 115.00 3,0321 426,90 0,0025 0.0052 0.0045 i2)nokia 05, 2 - ':•;0 129 100.00 '10.00 105 00 0.0327, _7,_ 0.0021 0 0044 0 0045 (2)nokia Ali :,,m 0 to 129 90.00 100,00 95.00 0.0017 0.0036 0.0045 "00 0000 85.00 00323 0.0014 3.1.0029 0.0045 ' ; 80.00 75.00 0,0323 ,r- 0.0011 0.0022 0.0045 70.00 65.00 0.0323 2 36;8 :'0000 00017 0004'7 60.00 55.00 0.0323 97.65 0.000)' 0.0012 0.0045 50.00 45.00 010323 65.37 00004 0.0008 0.0045 '' 40.00 35,00 0.0323 39.54 0.0002 0.0005 0.0045 i19 30.00 33_50 2,0323 20.18 0 0001 0 5 0002 0 004 rom U to 129 0` 20.00 ''-00 0,0323 7.26 61.0000 0.0001. 0.0045 _.. rom O to 129 '!0 LODU 0.0322 0.81 0.0000 0.0000 , S^1' .0 to 129 120.00 1.29.013 "_.'-' 0.0154 238.55 0.0014 0.0029 t'1 0 to 129 "," 120.00 '.>.'5, 0.0111 226 15 0,0013 0.0028 130 'o to)29 ..,, 110.00 ,.0.5 00 310171 188.53 0,0011 0.0023 0 0321 90.00 100.00 95.00 00171 154.33 00000 0.2019 80.00 90.00 85.00 0.0171 123-55 0.0007 6.0015 .3.034 7000 30.00 75.00 0.0171 96.19 0.0006 00012 :11.0024 60.00 711.00 65.00 0.0171 72.25 0.0004 0.0009 0.0024 50.00 50.00 55.00 0.0171 51.73 0,0003 0.0006 11U024 40.00 50.00 45.00 0.01'71 34.63 0.0002 0.0004 .00024 r tc 30.00 40.00 35.00 0.0171 2017 0.000.1 110003 0.01124 '. 0 to 12" 20,00 30.00 25.00 0 0171 30,7 0-0001 0.0001 0.0024 • 0 to 129 10.00 20.00 15.00 0 017) ,-. '0 0000 0.0000 0.0024 0,00 10.00 5 00 0.0171. 00000 0.0000 0.0024 (6),,edrew i '78 1.10.00 ,18.00 _ 114,00 0 0394 ';: :;.0030 0,0064 0.0054 (6)andre,-'. ._,. .. '18 100.00 110.00 105,00 0.0492 312 4: 0.0032 0.0067 000613 (6)aro ',8 90:00 100.00 95.00 O.U4S7 0.0023 0.0054 000c77 (5)n :.118 80.00 90.00 85.00 0.0492 0.0021 0.0044 0,006E 118 70.00 8000 75.00 1 492 7.5, 0.0016 0.0034 0.0063,, e 1.1s 60.00 70.00 65.00 00492 2;7 87 0.0012 0 0026 0 0068 _ - '38 50.00 051.00 55.00 0 0442 148.83 0 0009 0.0018 C 118 40.00 50.00 45.00 0.0492 99.63 0.0006 0.0012 0.0068 (6)am' .18 30.00 30.00 35.00 00492 60.27 0.0004 0.0007 0.006E if 20.00 30.00 25.00 0.0492 30.75 0.0002 0.0004 0,0068 111.00 20,00 15.00 0 040/ 11.07 0 0001 0.0001 0.0068 6.00 10.00 8.00 0.0197 1.'76 0.0000 0.0000 0.002'7 80.00 90.00 85.00 0 073.3 _ 0.003) 0,0065 0,01U2 (9) _ 70.00 80.00 75.00 0.0738 , .„ 0.0024 0.0051 0,0102 (9)(6_'.' _,p"1. 60.00 '0.00 6'3 00 O.0738 :'0018 0.0038 0.0102. (9)(6)W'.-, A WG(1)1,` 50.00 110.00 55-00 0.0738 .' 0.0027 0.0102 (91 (6)10F7 a AWG 11 '. 4U 00 SO 00 45.00 0.0738 - 1)_0018 0.0102 (9)(6) .3 AN'^", - 30.00 40.00 0.0738 _ ^ODll 0.0302 19) rr•1, P 0 10.00 00738 g 0.0102(9)(6) .A. ._.. .....-._.:_..----- n7 20.00 ,5 0.0738 ".c•s 0.0102 (9)(6)'. :0.00 0-0738 _ 0.0102 90.00 85.00 210.64 C 0.0042 hu)o ..er Ml(1,12(24 LOW 0,C. 3000 75.00 177.00 00042 70.00 65 00 128.44 0 0018 0.0042 -nd sur:.. rW 0- . G71.10'. 5;00 91..96 - 0.001.1 „0042 1.... :..."(i 50.00 45,00 61 r' 0,0008 0,0042 �.. ' 4u 10.00 35 00 r. 3"r; 0.0005 0.0043 I. , 0 . i , 0.0002 0.0042 :).00 .500 0.0001 00042 ! 1315)(2)Iron.: ' 'ro' 'O.00 5.00 �C�y ri,�(„i :i..., 0.82,2 0.0000 0.0042 Sum**AO -.'f 5'7 S 3,0''r CCISeismic 3.3.6 Page 6 Analysis Date: 3/25/2021