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ap r 00203 RECEIVED j 1-04 SWTII ocr 2 Zoa� C�ry0 ;(UAFi? CROWN ` ON Date: July 11, 2021 ,v CASTLE Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: PRPDX00336A Site Name: OR-CCI-T-824338 Crown Castle Designation: BU Number: 824338 Site Name: Greenburg JDE Job Number: 660211 Work Order Number: 1986262 Order Number: 561487 Rev. 1 Engineering Firm Designation: Crown Castle Project Number: 1986262 Site Data: 11744 SW Pacific Hwy, Tigard,Washington County, OR Latitude 45°26'6,17", Longitude-122°45'33.14" 130 Foot-Monopole Tower Crown Castle 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: Jared Koski Respectfully submitted by: �RF,p PROress `a.„ Maribel Digitallysignedby 80431 PE Mkbel Dentinger, P.E. Maribel Dentinger Senior Project Engineer Dentinger Date:2o2,.m.,, ogsro2-oa oo' OREGON 9,pp,N8, 20si Expires: 12-31-2021 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2- Non-Carrier Equipment To Be Removed Table 3-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 4- Documents Provided 3.1) Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6 -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 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 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: 0.8650 Seismic S1: 0.3950 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Mounting Line Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size(in) j 3 jma wireless 1MX08FRO665-21 w/Mount Pipe 1210 r 3 fujitsu TA08025-B604 118.0 r 3 fujitsu TA08025-B605 1 I 1-1/2 r 1 raycap I RDIDC-9181-PF-48 118.0 7 1 tower mounts —r Commscope MC-PKB-DSH Table 2 - Non-Carrier Equipment To Be Removed Center Number Number Feed ff Mounting Line Antenna Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size (in) 118.0 119.0 6 jaybeam wireless PCSS065-19-2 w/Mount Pipe 118.0 1 tower mounts T-Arm Mount[TA 602-31 Table 3-Other Considered Equipment Center Number Number Feed Mounting Lineof Antenna Antenna Model of Feed Line Level (ft) Elevation Manufacturer Antennas (ft) Lines Size (in) 133.0 1 raycap R NSNDC-7771-PF-48 I 1 raycap I RTMDC-5634-PF-48 132.0 1 nokia I FXFB { 3 commscope J FFHH-65C-R3 w/Mount Pipe 1 commscope HCS 2.0 1 1-1/2 129.0 3 nokia AAFIA CCIV2 wl Mount Pipe 2 1-3/5 131.0 — 5 1-5/8 3 nokia AEHC w/Mount Pipe I 3 I nokia AHFIG 3 nokia AHLOA 129.0 1 tower mounts Platform Mount [LP 713-1_KCKR] tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 4 Center Number Mounting Line Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size (in) 118.0 118.0 - 6 1-5/8 1 I antel BXA-70040/8CF w/ Mount Pipe 1 ante) BXA-70063/8CF w/Mount Pipe 1 antel BXA-70080-8CF-EDIN-0 w/Mount Pipe 3 commscope CBC78T-DS-43-2X 6 commscope JAHH-45C-R3B w/Mount Pipe 3 ericsson 4449 3 1-1/2 90.0 90.0 3 ericsson RRUS 32 B2 6 1-5/8 3 ericsson RRUS 32 B66 2 2 3 ericsson STREETMACRO 6701 w/Mount Pipe 3 raycap RCMDC-3315-PF-48 1 raycap RVZDC-6627-PF-48 1 tower mounts T-Arm Mount[TA 602-3] I 3 vzw I Sub6 Antenna w/Mount Pipe 3)ANALYSIS PROCEDURE Table 4- Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 1 3512100 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 3675342 CCISITES 4-TOWER MANUFACTURER DRAWINGS I 3675330 I CCISITES 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 5 4)ANALYSIS RESULTS Table 5 -Section Capacity (Summary) Section Elevation(ft) Component Size Critical P SF*P allow No. Type Element (K) (K) Capacity Pass/Fail L1 130-80.9167 Pole TP25.07x14.76x0.2188 1 i -15.05 1038.11 75.8 Pass 80.9167 L2 Pole TP32.16x23.7748x0 3125 2 -20.80 1 1904.62 71.8 j Pass 45.0833 L3 45.0833-0 Pole TP41x30.5022x0.375 3 I -32 63 [3013.18 70.5 I Pass 7... Summary Pole(L1) 75.8 Pass I Rating= I 75.8 Pass Table 6 -Tower Component Stresses vs. Capacity - LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1 I Anchor Rods 0 61.9 Pass 1 Base Plate 0 34.7 Pass • 1,2 I Base Foundation (Compared w/Design Loads) I 0 70.9 Pass Structure Rating (max from all components)= 75.8% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity ' consumed. 2) Foundation capacity determined by comparing analysis reactions to original design reactions. 4.1) Recommendations Once the equipment in Table 2 is removed, the tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 130.0 ft MATERIAL STRENGTH I GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi I I I TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-H Standard. 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. m m g 5. Deflections are based upon a 60 mph wind. m o ' 6. Tower Risk Category II. `1' 4 g H 7. Topographic Category 1 with Crest Height of 0.00 ft 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.7 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H-1 10. TOWER RATING:75.8% tl / 80.9 fl t m W .- _N f ". O Y0] 0 O o NNN Q N O / T ALL REACTIONS IONS ARE FACTORED 45.i • ft AXIAL 36 K SHE/R j---N\ MOMET 3K 378 ki TORQUE 0 kip-ft SEISMIC AXIAL ci g o 60K O N p n O O C) c R 2 1 SHEAR MOMENT 3K 313kip-ft TORQUE 0 kip-ft 30 mph WIND-1.5000 in ICE AXIAL 33 K SHEA1KMOMENT 2 K�����1 1973 kip-ft O.O ft c '' TORQUE 0 kip-ft 1 7.- REACTIONS-97 mph WIND F 5 i c 5 2- E a II 2 y Crown Castle 1ab:BU#824.338 CROWN 2000 Corporate Drive Projedt V CASTLE Canonsburg, PA 15317 client Crown Castle °i8'''by`JKoski App'd: The Pathway to Possible Phone:(724)416-2000 °ode: TIA-222-H D8t°'07/10/21 stale: NTs Pam: EA FAX: . a. .....,.x....d�. .s�.,�.....�. ,......e........ No. July 11, 2021 130 Ft Monopole Tower Structural Analysis COI BU No 824338 Project Number 1986262, Order 561487, Revision 1 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: • Tower is located in Washington County, Oregon. • Tower base elevation above sea level: 201.00 ft. • Basic wind speed of 97 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Nominal ice thickness of 1.5000 in. • Ice thickness is considered to increase with height. • Ice density of 56 pcf. • A wind speed of 30 mph is used in combination with ice. • Temperature drop of 50 °F. • Deflections calculated using a wind speed of 60 mph. • CCISeismic Note: Seismic loads generated by CCISeismic 3.3.7. • CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1. • A non-linear(P-delta)analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw) = 0.95, Kes(t) = 0.85, Kes(Ev and En) = 1.0. • Maximum demand-capacity ratio is: 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification v' Use Clear Spans For Wind Area SR Leg Bolts Resist Compression J 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 J Bypass Mast Stability Checks Ni Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile J 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 J Sort Capacity Reports By Component J Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 8 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 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 It/Q w w/t in in2 in4 in in in3 in4 ire 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 1658.8361 8.3995 12.3153 134.6967 3361.2517 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 8539.7522 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 Adjust. Weight Mult Double Angle Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in . in in in 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 LDF7-50A(1-5/8) A No Surface Ar 118.00- 6 6 0.130 1.9800 0.82 (CaAa) 0.00 0.350 LDF7-50A(1-5/8) B No Surface Ar 90.00- 9 8 -0.240 1.9800 0.82 (CaAa) 0.00 0.080 MLCH 12/24 LOW B No Surface Ar 90.00- 1 1 -0.180 2.0160 3.04 INDUCTION(2) (CaAa) 0.00 -0.140 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft ip/f Calculation **,, 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 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC)BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft pff Calculation LDF750A(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 HCS 2.0 Part 3(1- C No No Inside Pole 129.00-0.00 1 No Ice 0.00 1.71 1r2) 1/2"Ice 0.00 1.71 1"Ice 0.00 1.71 2"Ice 0.00 1.71 CUI2PSM9P6XXX C No No Inside Pole 118.00-0.00 1 No Ice 0.00 2.35 (1-1/2) 1/2"Ice 0.00 2.35 1"Ice 0.00 2.35 ,... 2"Ice 0.00 2.35 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 h2 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 0.000 0.000 0.52 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 0.000 0.000 0.41 L3 45.08-0.00 A 0.000 0.000 53.559 0.000 0.22 B 0.000 0.000 80.501 0.000 0.47 C 0.000 0.000 0.000 0.000 0.51 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 )12 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 0.000 0.000 0.52 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 0.000 0.000 0.41 L3 45.08-0.00 A 1.227 0.000 0.000 82.266 0.000 1.02 B 0.000 0.000 125.925 0.000 1.82 C 0.000 0.000 0.000 0.000 0.51 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz ice Ice ft in in in in Li 130.00-80.92 -0.6465 -4.1824 -0.5766 -3.8735 L2 80.92-45.08 2.3931 -6.4990 2.2167 -5.9915 L3 45.08-0.00 2.6222 -7.2390 2.4965 -6.8682 Note:For pole sections,center of pressure calculations do not consider feed line shielding. tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 10 Shielding Factor Ka Tower Feed Line Description Feed Line K. Ka Section Record No. Segment No fce Ice Elev. L1 6 LDF7-50A(1-5/8) 80.92- 1.0000 1.0000 118.00 L1 9 LDF7-50A(1-5/8) 80.92- 1.0000 1.0000 90.00 L1 10 MLCH 12/24 LOW 80.92- 1.0000 1.0000 INDUCTION(2) 90.00 L2 6 LDF7-50A(1-5/8) 45.08- 1.0000 1.0000 80.92 L2 9 LDF7-50A(1-5/8) 45.08- 1.0000 1.0000 80.92 L2 10 MLCH 12/24 LOW 45.08- 1.0000 1.0000 INDUCTION(2) 80.92 L3 6 LDF7-50A(1-5/8) 0.00-45.08 1.0000 1.0000 L3 9 LDF7-50A(1-5/8) 0.00-45.08 1.0000 1.0000 L3 10 MLCH 12/24 LOW 0.00-45.08 1.0000 1.0000 INDUCTION(2) User Defined Loads - Seismic Description Elevation Offset Azimuth E Eh, En: En 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 0.08 1 CCISeismic Tower Section 1- 115.92 0.00 0.0000 0.06 0.00 0.00 0.09 2 CCISeismic Tower Section 1 - 105.92 0.00 0.0000 0.06 0.00 0.00 0.08 3 CCISeismic Tower Section 1 - 95.92 0.00 0.0000 0.07 0.00 0.00 0.08 4 CCISeismic Tower Section 1 - 85.92 0.00 0.0000 0.08 0.00 0.00 0.07 5 CCISeismic Tower Section 2- 80.04 0.00 0.0000 0.12 0.00 0.00 0.08 1 CCISeismic Tower Section 2- 70.08 0.00 0.0000 0.13 0.00 0.00 0.07 2 CCISeismic Tower Section 2- 60.08 0.00 0.0000 0.14 0.00 0.00 0.06 3 CCISeismic Tower Section 2- 50.08 0.00 0.0000 0.15 0.00 0.00 0.04 4 CCISeismic Tower Section 3- 45.00 0.00 0.0000 0.18 0.00 0.00 0.04 1 CCISeismic Tower Section 3- 35.00 0.00 0.0000 0.19 0.00 0.00 0.03 2 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 0.01 4 CCISeismic Tower Section 3- 5.00 0.00 0.0000 0.22 0.00 0.00 0.00 5 CCISeismic tower mounts 130.00 0.00 0.0000 0.00 0.00 0.00 0.01 Lightning Rod 5/8"x 4' CCISeismic(2)misc.!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 0.01 Mount Pipe CCISeismic nokia 129.00 0.00 0.0000 0.04 0.00 0.00 0.07 AAFIA_CCIV2 w/Mount Pipe CCISeismic nokia 129.00 0.00 0.0000 0.04 0.00 0.00 0.07 AAFIA CCIV2 WI Mount Pipe CCISeismic nokia 129.00 0.00 0.0000 0.04 0.00 0.00 0.07 AAFIA CCIV2 w/Mount Pipe tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 11 Description Elevation Offset Azimuth Ev En. En: Eh From Angle Centroid ft ft K K K K CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 Mount Pipe CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 Mount Pipe CCISeismic nokia AEHC w/ 129.00 0.00 0.0000 0.02 0.00 0.00 0.03 Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.04 FFHH-65C-R3 w/Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.04 FFHH-65C-R3 w/Mount Pipe CCISeismic commscope 129.00 0.00 0.0000 0.02 0.00 0.00 0.04 FFHH-65C-R3 w/Mount Pipe 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 commscope HCS 129.00 0.00 0.0000 0.00 0.00 0.00 0.00 2.0 CCISeismic nokia FXFB 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 raycap RNSNDC- 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 7771-PF-48 CCISeismic raycap RTMDC- 129.00 0.00 0.0000 0.00 0.00 0.00 0.01 5634-PF-48 CCISeismic tower mounts 129.00 0.00 0.0000 0.25 0.00 0.00 0.47 Platform Mount[LP 713- 1_KCKR] CCISeismic Site Pro HRK 12 129.00 0.00 0.0000 0.03 0.00 0.00 0.06 Handrail Kit[NA 507-1] 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 Tx2" 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 45(2" 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 Mount Pipe CCISeismic jma wireless 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 MX08FRO665-21 w/Mount Pipe CCISeismic jma wireless 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 MX08FRO665-21 w/Mount Pipe CCISeismic jma wireless 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 MX08FRO665-21 w/Mount Pipe CCISeismic fujitsu TA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 B604 CCISeismic fujitsu TA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 B604 CCISeismicfujitsuTA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 12 Description Elevation Offset Azimuth E E,, Eh: Eh From Angle Centroid ft ft K K K K B604 CCISeismic Fujitsu TA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 B605 CCISeismic fujitsu TA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 B605 CCISeismic Fujitsu TA08025- 118.00 0.00 0.0000 0.01 0.00 0.00 0.02 B605 CCISeismic raycap RDIDC- 118.00 0.00 0.0000 0.00 0.00 0.00 0.00 9181-PF-48 CCISeismic tower mounts 118.00 0.00 0.0000 0.24 0.00 0.00 0.38 Commscope MC-PK8-DSH CCISeismic(2)tower mounts 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 8'x 2"Mount Pipe CCISeismic(2)tower mounts 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 8'x 2"Mount Pipe CCISeismic(2)tower mounts 118.00 0.00 0.0000 0.01 0.00 0.00 0.01 8'x 2"Mount Pipe CCISeismic antel BXA- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 70040/8CF w/Mount Pipe CCISeismic ante)BXA- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 70063/8CF w/Mount Pipe CCISeismic ante)BXA-70080- 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 8CF-EDIN-0 w/Mount Pipe CCISeismic(2)commscope 90.00 0.00 0.0000 0.04 0.00 •0.00 0.04 JAHH-45C-R3B w/Mount Pipe CCISeismic(2)commscope 90.00 0.00 0.0000 0.04 0.00 0.00 0.04 JAHH-45C-R3B w/Mount Pipe CCISeismic(2)commscope 90.00 0.00 0.0000 0.04 0.00 0.00 0.04 1 JAHH-45C-R3B w/Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna WI Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna w/Mount Pipe CCISeismic vzw Sub6 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 Antenna 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 ericsson 90.00 0.00 0.0000 0.01 0.00 0.00 0.00 STREETMACRO 6701 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 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 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 raycap RVZDC- 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 6627-PF-48 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 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 13 Description Elevation Offset Azimuth E, En: En: En From Angle Centroid ft ft K K K K CCISeismic ericsson RRUS 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 32 B2 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 tower mounts T- 90.00 0.00 0.0000 0.11 0.00 0.00 0.10 Arm Mount[TA 602-3] CCISeismic tower mounts 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 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 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 mount pipes 5'x2" 90.00 0.00 0.0000 0.00 0.00 0.00 0.00 Mount 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 0.01 126"x2.5"Horizontal Pipe CCISeismic mount pipes 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 126"x2.5"Horizontal Pipe 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 to120ft) CCISeismic(2)nokia 105.00 0.00 0.0000 0.00 0.00 0.00 0.01 ASU9325TYP01(1-3/5)From 0 to 129(100ft to11 O(t) 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 to70ft) 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 to60ft) 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 to30(1) 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 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 14 Description Elevation Offset Azimuth E,, En„ En, En From Angle Centroid ft ft K K K K 0 to 129(Oft to10ft) 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 tol1Oft) CCISeismic(5)andrew LDF7- 95.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 129 (90ft to100ft) 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 (60ftto70ft) 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 to60ft) 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(1518)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 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 (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 (110ftto120ft) 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 toll Oft) 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 to90ft) 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 to50ft) CCISeismic nokia HCS 2.0 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 15 Description Elevation Offset Azimuth E. En. E, En From Angle Centroid ft ft K K K K 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 (10ftto20ft) 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 to10ft) CCISeismic(6)andrew LDF7- 114.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 118 (110ft to1l8ft) CCISeismic(6)andrew LDF7- 105.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 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 0 to 118 (90ft to100ft) CCISeismic(6)andrew LDF7- 85.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 118 (80ft to90ft) CCISeismic(6)andrew LDF7- 75.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 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 0 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 0 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 0 to 118 (40ft to50ft) CCISeismic(6)andrew LDF7- 35.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 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 0 to 118 (20ft to30ft) CCISeismic(6)andrew LDF7- 15.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 118 (10ft to20Tt) CCISeismic(6)andrew LDF7- 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(15/8)From 0 to 118(Oft to10ft) CCISeismic cut 114.00 0.00 0 0000 0.00 0.00 0.00 0.00 CUI 2PSM9P6XXX(1-1/2) From 0 to 118(110ft to118ft) CCISeismic cui 105.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU 12PSM9P6XXX(1-1/2) From 0 to 118(100ft to110ft) CCISeismic cui 95.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 118(90ft to100ft) CCISeismic cui 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI 2PSM9P6XXX(1-1/2) From 0 to 118(80ft to90ft) CCISeismic cui 75.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI 2PSM9P6XXX(1-1/2) From 0 to 118(70ft to80ft) CClSeismiccui 65.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU12PSM9P6XXX(1-1/2) From 0 to 118(60ft to70ft) CCISeismic cut 55.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU 12PSM9P6XXX(1-1/2) From 0 to 118(50ft to60ft) tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 16 Description Elevation Offset Azimuth E, En, Eft En From Angle Centroid ft ft K K K K CCISeismic cui 45.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU12PSM9P6XXX(1-1/2) From 0 to 118(40ft to50ft) CCISeismic cui 35.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU 12PSM9P6XXX(1-1/2) From 0 to 118(30ft to40ft) CCISeismic cui 25.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU12PSM9P6XXX(1-1/2) From 0 to 118(20ft to30ft) CCISeismic cui 15.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU12PSM9P6XXX(1-1/2) From 0 to 118(1 Oft to20ft) CCISeismic cui 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 CU12PSM9P6XXX(1-1/2) From 0 to 118(Oft to10ft) CCISeismic(9)andrew LDF7- 85.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 90(80ft to90ft) CCISeismic(9)andrew LDF7- 75.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 0 to 90(70ft to80ft) CCISeismic(9)andrew LDF7- 65.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(60ft to70ft) CCISeismic(9)andrew LDF7- 55.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(50ft to60ft) CCISeismic(9)andrew LDF7- 45.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(40ft to50ft) CCISeismic(9)andrew LDF7- 35.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(30ft to40ft) CCISeismic(9)andrew LDF7- 25.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(20ft to30ft) CCISeismic(9)andrew LDF7- 15.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(10ft to20ft) CCISeismic(9)andrew LDF7- 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 0 to 90(Oft to1 Oft) 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 to90ft) 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 to50ft) 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 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 17 Description Elevation Offset Azimuth E,, E. En: En From Angle Centroid ft ft K K K K INDUCTION(2)From 0 to 90 (20ft to30ft) 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 to1 Oft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft Lightning Rod 5/8"x 4' C From Face 0.00 0.0000 130.00 0.00 2.00 (2)Beacon side markers C From Face 0.00 0.0000 130.00 0.00 3.00 6'x2"Mount Pipe C From Face 0.00 0.0000 130.00 0.00 3.00 AAFIA_CCIV2 w/Mount Pipe A From Leg 3.00 0.0000 129.00 0.00 2.00 AAFIA_CCIV2 w/Mount Pipe 8 From Leg 3.00 0.0000 129.00 0.00 2.00 AAFIA_CCIV2 w/Mount Pipe C From Leg 3.00 0.0000 129.00 0.00 2.00 AEHC w/Mount Pipe A From Leg 3.00 0.0000 129.00 0.00 2.00 AEHC w/Mount Pipe 8 From Leg 3.00 0.0000 129.00 0.00 2.00 AEHC w/Mount Pipe C From Leg 3.00 0.0000 129.00 0.00 2.00 FFHH-65C-R3 w/Mount Pipe A From Leg 3.00 0.0000 129.00 0.00 2.00 FFHH-65C-R3 w/Mount Pipe B From Leg 3.00 0 0000 129.00 0.00 2.00 FFHH-65C-R3 w/Mount Pipe C From Leg 3.00 0.0000 129.00 0.00 2.00 AHFIG A From Leg 3.00 0.0000 129.00 0.00 2.00 AHFIG B From Leg 3.00 0.0000 129.00 0.00 2.00 AHFIG C From Leg 3.00 0.0000 129.00 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 18 Description Face Offset Offsets: Azimuth Placement or Type Harz Adjustment Leg Lateral Vert ft ft ft ft 0.00 ZOO HCS 2.0 A From Leg 3.00 0.0000 129.00 0.00 2.00 FXFB C From Leg 3.00 0.0000 129.00 0.00 3.00 AHLOA A From Leg 3.00 0.0000 129 00 0.00 2.00 AHLOA B From Leg 3.00 0.0000 129.00 0.00 2.00 AHLOA C From Leg 3.00 0.0000 129.00 0.00 2.00 RNSNDC-7771-PF-48 B From Leg 3.00 0.0000 129.00 0.00 4.00 RTMDC-5634-PF-48 B From Leg 3.00 0.0000 129.00 0.00 4.00 Platform Mount[LP 713-1_KCKR] C None 0.0000 129.00 Site Pro HRK 12 Handrail Kit[NA 507-1] C None 0.0000 129.00 7'x2"Mount Pipe A From Face 3.00 0.0000 129.00 -4.00 0.00 7'x2"Mount Pipe B From Face 3.00 0.0000 129.00 -4.00 0.00 7'x2"Mount Pipe C From Face 3.00 0.0000 129.00 -4.00 0.00 7'x2"Mount Pipe A From Face 3.00 0.0000 129.00 -2.00 0.00 7'x2"Mount Pipe B From Face 3.00 0.0000 129.00 -2.00 0.00 Tx2"Mount Pipe C From Face 3.00 0.0000 129.00 -2.00 0.00 4'x2"Mount Pipe A From Face 3.00 0.0000 129.00 -1.00 0.00 4'x2"Mount Pipe B From Face 3.00 0.0000 129.00 -1.00 0.00 4'x2"Mount Pipe C From Face 3.00 0.0000 129.00 -1.00 0.00 4'x2"Mount Pipe A From Face 3.00 0 0000 129.00 3.00 0.00 4'x2"Mount Pipe B From Face 3.00 0.0000 129.00 3.00 0.00 4'x2"Mount Pipe C From Face 3.00 0.0000 129-00 3.00 0.00 MX08FRO665-21 w/Mount Pipe A From Leg 4.00 0.0000 118.00 0.00 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 19 Description Face Offset Offsets: Azimuth Placement or Type Harz Adjustment Leg Lateral Vert ft ft ft ft 3.00 MX08FRO665-21 w/Mount Pipe B From Leg 4.00 0.0000 118.00 0.00 3.00 MX08FRO665-21 w/Mount Pipe C From Leg 4.00 0.0000 118.00 0.00 3.00 TA08025-8604 A From Leg 4.00 0.0000 118.00 0.00 3.00 1A08025-8604 B From Leg 4.00 0.0000 118.00 0.00 3.00 TA08025-B604 C From Leg 4.00 0.0000 118.00 0.00 3.00 TA08025-B605 A From Leg 4.00 0.0000 118.00 0.00 3.00 1A08025-6605 B From Leg 4.00 0.0000 118.00 0.00 3.00 1A08025-8605 C From Leg 4.00 0.0000 118.00 0.00 3.00 RDIDC-9181-PF-48 B From Leg 4.00 0.0000 118.00 0.00 3.00 Commscope MC-PK8-DSH C None 0.0000 118.00 (2)8'x 2"Mount Pipe A From Leg 4.00 0.0000 118.00 0.00 0.00 (2)8'x 2"Mount Pipe B From Leg 4.00 0.0000 118.00 0.00 0.00 (2)8'x 2"Mount Pipe C From Leg 4.00 0.0000 118.00 0.00 0.00 BXA-70040/8CF w/Mount Pipe A From Leg 3.00 0.0000 90.00 0.00 0.00 BXA-70063/8CF w/Mount Pipe B From Leg 3.00 0.0000 90.00 0.00 0.00 BXA-70080-8CF-EDIN-0 w/Mount Pipe C From Leg 3.00 0.0000 90.00 0.00 0.00 (2)JAHH-45C-R3B w/Mount Pipe A From Leg 3.00 0.0000 90.00 0.00 0.00 (2)JAHH-45C-R3B w/Mount Pipe B From Leg 3.00 0.0000 90.00 0.00 0.00 (2)JAHH-45C-R3B w/Mount Pipe C From Leg 3.00 0.0000 90 00 0.00 0.00 Sub6 Antenna wl Mount Pipe A From Leg 3.00 0.0000 90.00 0.00 0.00 Sub6 Antenna w/Mount Pipe B From Leg 3.00 0.0000 90.00 0.00 0.00 Sub6 Antenna w/Mount Pipe C From Leg 3.00 0.0000 90.00 0.00 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 20 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ff 0.00 STREETMACRO 6701 w/Mount Pipe A From Leg 3.00 0.0000 90.00 0.00 0.00 STREETMACRO 6701 w/Mount Pipe B From Leg 3.00 0.0000 90.00 0.00 0.00 STREETMACRO 6701 w/Mount Pipe C From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 B66 A From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 B66 B From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 866 C From Leg 3.00 0.0000 90.00 0.00 0.00 RCMDC-3315-PF-48 A From Leg 3.00 0.0000 90.00 0.00 0.00 RCMDC-3315-PF-48 B From Leg 3.00 0.0000 90.00 0.00 0.00 RCMDC-3315-PF-48 C From Leg 3.00 0.0000 90.00 0.00 0.00 4449 A From Leg 3.00 0.0000 90.00 0.00 0.00 4449 B From Leg 3.00 0.0000 90.00 0.00 0.00 4449 C From Leg 3.00 0.0000 90.00 0.00 0.00 RVZDC-6627-PF-48 C From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 B2 A From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 B2 B From Leg 3.00 0.0000 90.00 0.00 0.00 RRUS 32 B2 C From Leg 3.00 0.0000 90.00 0.00 0.00 CBC78T-DS-43-2X A From Leg 3.00 0.0000 90.00 0.00 0.00 CBC78T-DS-43-2X B From Leg 3.00 0.0000 90.00 0.00 0.00 CBC78T-DS-43-2X C From Leg 3.00 0.0000 90.00 0.00 0.00 T-Arm Mount[TA 602-3] C None 0.0000 90.00 Side Arm Mount[SO 102-3] C None 0.0000 90.00 Site Pro 1 PRK-SFS-L A From Leg 0.00 0.0000 90.00 0.00 0.00 Site Pro 1 PRK-SFS-L B From Leg 0.00 0.0000 90.00 0.00 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 21 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 Site Pro 1 PRK-SFS-L C From Leg 0.00 0.0000 90.00 0.00 0.00 Site Pro 1 SCX1-K Cross Over Plate A From Leg 3.00 0.0000 90.00 0.00 0.00 Site Pro 1 SCX1-K Cross Over Plate B From Leg 3.00 0.0000 90.00 0.00 0.00 Site Pro 1 SCX1-K Cross Over Plate C From Leg 3.00 0.0000 90.00 0.00 0.00 5'x2"Mount Pipe A From Leg 1.00 0.0000 90.00 0.00 0.00 5'x2"Mount Pipe B From Leg 1.00 0.0000 90.00 0.00 0.00 5'x2"Mount Pipe C From Leg 1.00 0.0000 90.00 0.00 0.00 12'6"x2.5"Horizontal Pipe A From Leg 3.00 0.0000 90.00 0.00 0.00 12'6"x2.5"Horizontal Pipe B From Leg 3.00 0.0000 90.00 0.00 0.00 12'65,2.5"Horizontal Pipe C From Leg 3.00 0.0000 90.00 0.00 0.00 ... 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 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 22 Comb. Description No. 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service 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 kip-ft L1 130- Pole Max Tension 27 0.00 0.00 -0.00 80.9167 Max.Compression 26 -35.07 0.13 0.46 Max.Mx 20 -15.09 425.81 0.86 Max.My 14 -15.08 -0.81 -422.33 Max.Vy 8 14.89 -425.51 -1.07 Max.Vx 2 -14.98 1.12 422.09 Max.Torque 16 0.35 L2 80.9167- Pole Max Tension 1 0.00 0.00 0.00 45.0833 Max.Compression 26 -43.90 -0.71 2.16 Max_Mx 8 -20.89 -977.37 -2.11 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC/BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 23 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max.My 2 -20.89 2.30 977.31 Max.Vy 8 16.62 -977.37 -2.11 Max.Vx 2 -16.71 2.30 977.31 Max.Torque 22 -0.39 L3 45.0833-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -60.38 -2.21 4.92 Max.Mx 8 -32.63 -1868.28 -3.32 Max.My 2 -32.63 3.77 1873.12 Max.Vy 8 18.85 -1868.28 -3.32 Max.Vx 2 -18.95 3.77 1873.12 Max.Torque 22 -0.50 Maximum Reactions _ Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 38 60.38 1.41 2.45 Max.H, 20 32.65 16.82 0.04 Max.H, 2 32.65 0.04 18.91 Max.M. 2 1873.12 0.04 18.91 Max.M, 8 1868.28 -18.82 -0.04 Max.Torsion 10 0.48 -17.91 -10.41 Min.Vert 66 20.72 1.59 -2.76 Min.H, 8 32.65 -18.82 -0.04 Min.H, 14 32.65 -0.04 -18.91 Min.M, 14 -1871.01 -0.04 -18.91 Min.M, 20 -1867.03 18.82 0.04 Min.Torsion 22 -0.50 17.91 10.41 I Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,M, K K K kip-ft kip-ft kip-ft Dead Only 27.21 0.00 0.00 -0.85 -0.50 0.00 1.2 Dead+1.0 Wind 0 deg- 32.65 -0.04 -18.91 -1873.12 3.77 0.02 No Ice 0.9 Dead+1.0 Wind 0 deg- 24.49 -0.04 -18.91 -1837.86 3.84 0.02 No Ice 1.2 Dead+1.0 Wind 30 deg- 32.65 9 38 -16.36 -1620.14 -930.67 0.15 No Ice 0.9 Dead+1.0 Wind 30 deg- 24.49 9.38 -16.36 -1589.61 -913.08 0.15 No Ice 1.2 Dead+1.0 Wind 60 deg- 32.65 16.28 -9.42 -933.30 -1615.89 0.25 No Ice 0.9 Dead+1.0 Wind 60 deg- 24.49 16.28 -9.42 -915.60 -1585.45 0.25 No Ice 1.2 Dead+1.0 Wind 90 deg- 32.65 18.82 0.04 3.32 -1868.28 0.29 No Ice 0.9 Dead+1.0 Wind 90 deg- 24.49 18.82 0.04 3.51 -1833.11 0.29 No Ice 1.2 Dead+1.0 Wind 120 deg 32.65 17.91 10.41 987.66 -1704.93 -0.48 -No Ice 0.9 Dead+1.0 Wind 120 deg 24.49 17.91 10.41 969.87 -1673.56 -0.48 -No Ice 1.2 Dead+1.0 Wind 150 deg 32.65 10.36 17.98 1706.65 -986.90 -0.43 -No Ice 0.9 Dead+1.0 Wind 150 deg 24.49 10.36 17.98 1675.73 -968.68 -0.43 -No Ice 1.2 Dead+1.0 Wind 180 deg 32.65 0.04 18.91 1871.01 -5.01 -0.02 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 24 Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment M, Moment,M: K K K kip-ft kip-ft kip-ft -No Ice 0.9 Dead+1.0 Wind 180 deg 24.49 0.04 18.91 1836.29 -4.77 -0.01 -No Ice 1.2 Dead+1.0 Wind 210 deg 32.65 -9.38 16.36 1618.02 929.43 -0.17 -No Ice 0.9 Dead+1.0 Wind 210 deg 24.49 -9.38 16.36 1588.03 912.15 -0.16 -No Ice 1.2 0ead+1.0 Wind 240 deg 32.65 -16.28 9.42 931.17 1614.66 -0.26 -No Ice 0.9 Dead+1.0 Wind 240 deg 24.49 -16.28 9.42 914.02 1584.53 -0.26 -No Ice 1.2 Dead+1.0 Wind 270 deg 32.65 -18.82 -0.04 -5.45 1867.03 -0.29 -No Ice 0.9 Dead+1.0 Wind 270 deg 24.49 -18.82 -0.04 -5.10 1832.18 -0.29 -No Ice 1.2 Dead+1.0 Wind 300 deg 32.65 -17.91 -10.41 -989.76 1703.69 0.50 -No Ice 0.9 Dead+1.0 Wind 300 deg 24.49 -17.91 -10.41 -971.44 1672.63 0.49 -No Ice 1.2 Dead+1.0 Wind 330 deg 32.65 -10.36 -17.98 -1708.75 985.66 0.44 -No Ice 0.9 Dead+1.0 Wind 330 deg 24.49 -10.36 -17.98 -1677.30 967.75 0.44 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 60.38 0.00 -0.00 -4.92 -2.21 -0.00 1.2 Dead+1.0 Wind 0 60.38 -0.00 -2.71 -306.91 -1.76 0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 60.38 1.35 -2.34 -266.22 -152.62 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 60.38 2.33 -1.35 -155.54 -263.19 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 60.38 2.70 0.00 -4.52 -303.84 0.04 I deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 60.38 2.44 1.42 150.43 -270.74 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 60.38 1.41 2.45 263.54 -157.43 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 60.38 0.00 2.71 296.88 -2.74 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 60.38 -1.35 2.34 256.19 148.12 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 60.38 -2.33 1.35 145.51 258.69 -0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 60.38 -2.70 -0.00 -5.51 299.34 -0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 60.38 -2.44 -1.42 -160.46 266.24 0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 60.38 -1.41 -2.45 -273.57 152.93 0.06 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 27.21 -0.01 -6.81 -668.52 1.05 0.01 Dead+Wind 30 deg-Service 27.21 3.38 -5.89 -578.31 -332.21 0.06 Dead+Wind 60 deg-Service 27.21 5.87 -3.40 -333.35 -576.58 0.09 Dead+Wind 90 deg-Service 27.21 6.78 0.01 0.69 -666.58 0.11 Dead+Wind 120 deg- 27.21 6.46 3.75 351.86 -608.54 -0.18 Service Dead+Wind 150 deg- 27.21 3.73 6.48 608.37 -352.38 -0.16 Service Dead+Wind 180 deg- 27.21 0.01 6.81 666.77 -2.08 -0.01 Service Dead+Wind 210 deg- 27.21 -3.38 5.89 576.56 331.17 -0.06 Service Dead+Wind 240 deg- 27.21 -5.87 3.40 331.60 575.55 -0.10 Service Dead+Wind 270 deg- 27.21 -6.78 -0.01 -2.44 665.55 -0.11 Service Dead+Wind 300 deg- 27.21 -6.46 -3.75 -353.61 607.51 0.18 Service Dead+Wind 330 deg- 27.21 -3.73 -6.48 -610.12 351.34 0.16 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 36.41 0.00 -3.18 -377.99 -0.63 0.00 tnxTower Report-version 8.1 1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC)BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 25 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,M, K K K kip-ft kip-ft kip-ft deg 0.9 Dead-1.0 Ev+1.0 Eh 0 20.72 0.00 -3.18 -363.39 -0.46 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 36.41 1.59 -2.76 -327.52 -189.11 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 20.72 1.59 -2.76 -314.81 -181.77 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 36.41 2.76 -1.59 -189.54 -327.09 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 60 20.72 2.76 -1.59 -182.09 -314.49 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 36.41 3.18 0.00 -1.06 -377.56 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 90 20.72 3.18 0.00 -0.78 -363.07 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 36.41 2.76 1.59 187.42 -327.09 -0.00 deg 0.9 0ead-1.0 Ev+1.0 Eh 120 20.72 2.76 1.59 180.52 -314.49 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 36.41 1.59 2.76 325.40 -189.11 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 20.72 1.59 2.76 313.25 -181.77 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 36.41 0.00 3.18 375.87 -0.63 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 20.72 0.00 3.18 361.83 -0.46 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 36.41 -1.59 2.76 325.40 187.86 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 20.72 -1.59 2.76 313.25 180.84 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 36.41 -2.76 1.59 187.42 325.84 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 20.72 -2.76 1.59 180.52 313.57 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 36.41 -3.18 0.00 -1.06 376.30 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 20.72 -3.18 0.00 -0.78 362.15 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 36.41 -2.76 -1.59 -189.54 325.84 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 20.72 -2.76 -1.59 -182.09 313.57 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 36.41 -1.59 -2.76 -327.52 187.86 0.00 deg 0.9 0ead-1.0 Ev+1.0 Eh 330 20.72 -1.59 -2.76 -314.81 180.84 0.00 deg Solution Summary Sum of Applied Forties Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -27.21 0.00 0.00 27.21 0.00 0.000% 2 -0.04 -32.65 -18.91 0.04 32.65 18.91 0.000% 3 -0.04 -24.49 -18.91 0.04 24.49 18.91 0.000% 4 9.38 -32.65 -16.36 -9.38 32.65 16.36 0.000% 5 9.38 -24.49 -16.36 -9.38 24.49 16.36 0.000% 6 16.28 -32.65 -9.42 -16.28 32.65 9.42 0.000% 7 16.28 -24.49 -9.42 -16.28 24.49 9.42 0.000% 8 18.82 -32.65 0.04 -18.82 32.65 -0.04 0.000% 9 18.82 -24.49 0.04 -18.82 24.49 -0.04 0.000% 10 17.91 -32.65 10.41 -17.91 32.65 -10.41 0.000% 11 17.91 -24.49 10.41 -17.91 24.49 -10.41 0.000% 12 10.36 -32.65 17.98 -10.36 32.65 -17.98 0.000% 13 10.36 -24.49 17.98 -10.36 24.49 -17.98 0.000% tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 26 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 14 0.04 -32.65 18.91 -0.04 32.65 -18.91 0.000% 15 0.04 -24.49 18.91 -0.04 24.49 -18.91 0.000% 16 -9.38 -32.65 16.36 9.38 32.65 -16.36 0.000% 17 -9.38 -24.49 16.36 9.38 24.49 -16.36 0.000% 18 -16.28 -32.65 9.42 16.28 32.65 -9.42 0.000% 19 -16.28 -24.49 9.42 16.28 24.49 -9.42 0.000% 20 -18.82 -32.65 -0.04 18.82 32.65 0.04 0.000% 21 -18.82 -24.49 -0.04 18.82 24.49 0.04 0.000% 22 -17.91 -32.65 -10.41 17.91 32.65 10.41 0.000% 23 -17.91 -24.49 -10.41 17.91 24.49 10.41 0.000% 24 -10.36 -32.65 -17.98 10.36 32.65 17.98 0.000% 25 -10.36 -24.49 -17.98 10.36 24.49 17.98 0.000% 26 0.00 -60.38 0.00 -0.00 60.38 0.00 0.000% 27 -0.00 -60.38 -2.71 0.00 60.38 2.71 0.000% 28 1.35 -60.38 -2.34 -1.35 60.38 2.34 0.000% 29 2.33 -60.38 -1.35 -2.33 60.38 1.35 0.000% 30 2.70 -60.38 0.00 -2.70 60.38 -0.00 0.000% 31 2.44 -60.38 1.42 -2.44 60.38 -1.42 0.000% 32 1.41 -60.38 2.44 -1.41 60.38 -2.45 0.000% 33 0.00 -60.38 2.71 -0.00 60.38 -2.71 0.000% 34 -1.35 -60.38 2.34 1.35 60.38 -2.34 0.000% I 35 -2.33 -60.38 1.35 2.33 60.38 -1.35 0.000% 36 -2.70 -60.38 -0.00 2.70 60.38 0.00 0.000% 37 -2.44 -60.38 -1.42 2.44 60.38 1.42 0.001% 38 -1.41 -60.38 -2.44 1.41 60.38 2.45 0.001% 39 -0.01 -27.21 -6.81 0.01 27.21 6.81 0.000% 40 3.38 -27.21 -5.89 -3.38 27.21 5.89 0.000% 41 5.87 -27.21 -3.40 -5.87 27.21 3.40 0.000% 42 6.78 -27.21 0.01 -6.78 27.21 -0.01 0.000% 43 6.46 -27.21 3.75 -6.46 27.21 -3.75 0.000% 44 3.73 -27.21 6.48 -3.73 27.21 -6.48 0.000% 45 0.01 -27.21 6.81 -0.01 27.21 -6.81 0.000% 46 -3.38 -27.21 5.89 3.38 27.21 -5.89 0.000% 47 -5.87 -27.21 3.40 5.87 27.21 -3.40 0.000% 48 -6.78 -27.21 -0.01 6.78 27.21 0.01 0.000% 49 -6.46 -27.21 -3.75 6.46 27.21 3.75 0.000% 50 -3.73 -27.21 -6.48 3.73 27.21 6.48 0.000% 51 0.00 -36.41 -3.18 0.00 36.41 3.18 0.000% 52 0.00 -20.72 -3.18 0.00 20.72 3.18 0.000% 53 1.59 -36.41 -2.76 -1.59 36.41 2.76 0.000% 54 1.59 -20.72 -2.76 -1.59 20.72 2.76 0.000% 55 2.76 -36.41 -1.59 -2.76 36.41 1.59 0.000% 56 2.76 -20.72 -1.59 -2.76 20.72 1.59 0.000% 57 3.18 -36.41 0.00 -3.18 36.41 0.00 0.000% 58 3.18 -20.72 0.00 -3.18 20.72 0.00 0.000% 59 2.76 -36.41 1.59 -2.76 36.41 -1.59 0.000% 60 2.76 -20.72 1.59 -2.76 20.72 -1.59 0.000% 61 1.59 -36.41 2.76 -1.59 36.41 -2.76 0.000% 62 1.59 -20.72 2.76 -1.59 20.72 -2.76 0.000% 63 0.00 -36.41 3.18 0.00 36.41 -3.18 0.000% 64 0.00 -20.72 3.18 0.00 20.72 -3.18 0.000% 65 -1.59 -36.41 2.76 1.59 36.41 -2.76 0.000% 66 -1.59 -20.72 2.76 1.59 20.72 -2.76 0.000% 67 -2.76 -36.41 1.59 2.76 36.41 -1.59 0.000% 68 -2.76 -20.72 1.59 2.76 20.72 -1.59 0.000% 69 -3.18 -36.41 0.00 3.18 36.41 0.00 0.000% 70 -3.18 -20.72 0.00 3.18 20.72 0.00 0.000% 71 -2.76 -36.41 -1.59 2.76 36.41 1.59 0.000% 72 -2.76 -20.72 -1.59 2.76 20.72 1.59 0.000% 73 -1.59 -36.41 -2.76 1.59 36.41 2.76 0.000% 74 -1.59 -20.72 -2.76 1.59 20.72 2.76 0.000% tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 27 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 0.00004705 3 Yes 5 0.00000001 0.00001661 4 Yes 6 0.00000001 0.00049306 5 Yes 6 0.00000001 0.00015902 6 Yes 6 0.00000001 0.00048872 7 Yes 6 0.00000001 0.00015735 8 Yes 5 0.00000001 0.00010262 9 Yes 5 0.00000001 0.00004730 10 Yes 6 0.00000001 0.00051376 11 Yes 6 0.00000001 0.00016323 12 Yes 6 0.00000001 0.00051760 13 Yes 6 0.00000001 0.00016466 14 Yes 5 0.00000001 0.00006691 15 Yes 5 0.00000001 0.00002718 16 Yes 6 0.00000001 0.00048750 17 Yes 6 0.00000001 0.00015704 18 Yes 6 0.00000001 0.00049452 19 Yes 6 0.00000001 0.00015963 20 Yes 5 0.00000001 0.00004940 21 Yes 5 0.00000001 0.00001943 22 Yes 6 0.00000001 0.00051887 23 Yes 6 0.00000001 0.00016504 24 Yes 6 0.00000001 0.00051219 25 Yes 6 0.00000001 0.00016269 26 Yes 4 0.00000001 0.00003914 27 Yes 5 0.00033219 0.00073337 28 Yes 5 0.00033172 0.00085512 29 Yes 5 0.00033209 0.00085430 30 Yes 5 0.00033312 0.00073085 31 Yes 5 0.00033194 0.00085646 32 Yes 5 0.00033213 0.00085613 33 Yes 5 0.00033375 0.00071865 34 Yes 5 0.00033320 0.00082925 35 Yes 5 0.00033309 0.00083135 36 Yes 5 0.00033333 0.00072393 37 Yes 5 0.00033133 0.00086660 38 Yes 5 0.00033094 0.00086474 39 Yes 4 0.00000001 0.00063185 40 Yes 5 0.00000001 0.00027049 41 Yes 5 0.00000001 0.00026442 42 Yes 4 0.00000001 0.00064375 43 Yes 5 0.00000001 0.00028711 44 Yes 5 0.00000001 0.00029268 45 Yes 4 0.00000001 0.00063251 46 Yes 5 0.00000001 0.00026395 47 Yes 5 0.00000001 0.00027172 48 Yes 4 0.00000001 0.00063788 49 Yes 5 0.00000001 0.00029334 50 Yes 5 0.00000001 0.00028592 51 Yes 4 0.00013447 0.00057715 52 Yes 4 0.00000001 0.00010500 53 Yes 5 0.00000001 0.00011380 54 Yes 4 0.00000001 0.00053672 55 Yes 5 0.00000001 0.00011379 56 Yes 4 0.00000001 0.00053669 57 Yes 4 0.00013452 0.00057699 58 Yes 4 0.00000001 0.00010498 59 Yes 5 0.00000001 0.00011311 60 Yes 4 0.00000001 0.00053424 61 Yes 5 0.00000001 0.00011357 62 Yes 4 0.00000001 0.00053588 63 Yes 4 0.00013464 0.00057589 64 Yes 4 0.00000001 0.00010481 65 Yes 5 0.00000001 0.00011305 66 Yes 4 0.00000001 0.00053401 67 Yes 5 0.00000001 0.00011305 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 28 68 Yes 4 0.00000001 0.00053404 69 Yes 4 0.00013459 0.00057606 70 Yes 4 0.00000001 0.00010484 71 Yes 5 0.00000001 0.00011373 72 Yes 4 0.00000001 0.00053647 73 Yes 5 0.00000001 0.00011328 74 Yes 4 0.00000001 0.00053484 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L 1 130-80.9167 40.918 43 3.0175 0.0030 L2 85-45.0833 16.509 50 1.9360 0.0008 L3 50-0 5.466 50 1.0328 0.0005 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"x 4' 43 40.918 3.0175 0.0036 14883 129.00 AAFIA_CCIV2 w/Mount Pipe 43 40.320 2.9943 0.0035 14883 125.46 CCISeismic Tower Section 1-1 43 38.208 2.9121 0.0032 14883 124.50 CCISeismic(2)nokia 43 37.637 2.8898 0.0032 13530 ASU9325TYP01(1-3/5)From 0 to 129(120ft to129ft) 118.00 MX08FRO665-21 w/Mount Pipe 43 33.798 2.7384 0.0027 6200 115.92 CCISeismic Tower Section 1-2 43 32.582 2.6896 0.0025 5283 115.00 CCISeismic(2)nokia 43 32.050 2.6681 0.0024 4960 ASU9325TYP01(1-3/5)From 0 to 129(110ft to120ft) 114.00 CCISeismic(6)andrew LDF7- 43 31.472 2.6446 0.0024 4650 50A(1-5/8)From 0 to 118(110ft to118ft) 105.92 CCISeismic Tower Section 1 -3 49 26.911 2.4529 0.0018 3088 105.00 CCISeismic(2)nokia 49 26.408 2.4309 0.0018 2975 ASU9325TYP01(1-3/5)From 0 to 129(100ft to110ft) 95.92 CCISeismic Tower Section 1 -4 50 21.635 2.2103 0.0012 2181 95.00 CCISeismic(2)nokia 50 21.177 2.1878 0.0012 2124 ASU9325TYP01(1-3/5)From 0 to 129(90ft to100ft) 90.00 BXA-70040/8CF w/Mount Pipe 50 18.763 2.0632 0.0009 1858 85.92 CCISeismic Tower Section 1 -5 50 16.909 1.9596 0.0008 1708 85.00 CCISeismic(2)nokia 50 16.509 1.9360 0.0008 1691 ASU9325TYP01(1-3/5)From 0 to 129(80ft to90ft) 80.04 CCISeismic Tower Section 2-1 50 14.448 1.8076 0.0006 1704 75.00 CCISeismic(2)nokia 50 12.529 1.6754 0.0005 1757 ASU9325TYP01(1-3/5)From 0 to 129(70ft to80ft) 70.08 CCISeismic Tower Section 2-2 50 10.824 1.5457 0.0005 1812 65.00 CCISeismic(2)nokia 50 9.229 1.4122 0.0005 1872 ASU9325TYP01(1-3/5)From 0 to 129(60ft to70ft) 60.08 CCISeismic Tower Section 2-3 50 7.843 1.2847 0.0005 1935 55.00 CCISeismic(2)nokia 50 6.569 1.1556 0.0005 2003 ASU9325TYP01(1-3/5)From 0 to 129(50ft to60ft) 50.08 CCISeismic Tower Section 2-4 50 5.483 1.0348 0.0005 2093 45.00 CCISeismic Tower Section 3-1 50 4.507 0.9148 0.0004 2303 35.00 CCISeismic Tower Section 3-2 50 2.965 0.6922 0.0004 2960 25.00 CCISeismic Tower Section 3-3 50 1.828 0.4841 0.0003 4144 15.00 CCISeismic Tower Section 3-4 50 0.981 0.2863 0.0002 6906 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CC!BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 29 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft 5.00 CCISeismic Tower Section 3-5 50 0.308 0.0948 0.0001 20717 Maximum Tower Deflections - Design Wind Section Elevation Holz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° L1 130-80.9167 114.766 10 8.4931 0.0075 L2 85-45.0833 46.333 24 5.4470 0.0021 L3 50-0 15.336 24 2.9006 0.0013 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"x 4' 10 114.766 8.4931 0.0111 5436 129.00 AAFIA_CCIV2 w/Mount Pipe 10 113.092 8.4278 0.0109 5436 125.46 CCISeismic Tower Section 1 -1 10 107.173 8.1964 0.0100 5436 124.50 CCISeismic(2)nokia 10 105.574 8.1337 0.0098 4942 ASU9325TYP01(1-3/5)From 0 to 129(120ft to129ft) 118.00 MX08FR0665-21 w/Mount Pipe 10 94.814 7.7074 0.0083 2263 115.92 CCISeismic Tower Section 1-2 10 91.408 7.5701 0.0078 1928 115.00 CCISeismic(2)nokia 10 89.918 7.5095 0.0076 1809 ASU9325TYP01(1-3/5)From 0 to 129(110ft to120ft) 114.00 CCISeismic(6)andrew LDF7- 10 88.298 7.4434 0.0074 1696 50A(1-5/8)From 0 to 118(110ft to118ft) 105.92 CCISeismic Tower Section 1-3 22 75.514 6.9038 0.0056 1124 105.00 CCISeismic(2)nokia 22 74.104 6.8420 0.0054 1083 ASU9325TYP01(1-3/5)From 0 to 129(100ft to110ft) 95.92 CCISeismic Tower Section 1 -4 24 60.711 6.2205 0.0038 791 95.00 CCISeismic(2)nokia 24 59.425 6.1568 0.0036 770 ASU9325TYP01(1-3/5)From 0 to 129(90ft tot 00ft) 90.00 BXA-70040/8CF w/Mount Pipe 24 52.655 5.8055 0.0029 672 85.92 CCISeismic Tower Section 1 -5 24 47.456 5.5133 0.0023 617 85.00 CCISeismic(2)nokia 24 46.333 5.4470 0.0022 611 ASU9325TYP01(1-3/5)From 0 to 129(80ft to90ft) 80.04 CCISeismic Tower Section 2-1 24 40.550 5.0841 0.0018 615 75.00 CCISeismic(2)nokia 24 35.164 4.7109 0.0016 634 ASU9325TYP01(1-3/5)From 0 to 129(70ft to80ft) 70.08 CCISeismic Tower Section 2-2 24 30.378 4.3454 0.0016 652 65.00 CCISeismic(2)nokia 24 25.901 3.9691 0.0015 672 ASU9325TYP01(1-3/5)From 0 to 129(60ft to70ft) 60.08 CCISeismic Tower Section 2-3 24 22.011 3.6098 0.0015 693 55.00 CCISeismic(2)nokia 24 18.432 3.2465 0.0014 716 ASU9325TYP01(1-3/5)From 0 to 129(50ft to60ft) 50.08 CCISeismic Tower Section 2-4 24 15.384 2.9062 0.0013 747 45.00 CCISeismic Tower Section 3-1 24 12.643 2.5686 0.0012 821 35.00 CCISeismic Tower Section 3-2 24 8.314 1.9429 0.0011 1055 25.00 CCISeismic Tower Section 3-3 24 5.124 1.3584 0.0009 1475 15.00 CCISeismic Tower Section 3-4 24 2.749 0.8033 0.0006 2458 5.00 CCISeismic Tower Section 3-5 24 0.862 0.2658 0.0002 7374 tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 30 Compression Checks Pole Design Data Section Elevation Size L L. KI/r A R. OP„ Ratio No. P. ft ft ft in2 K K sP„ L1 130-80.9167 TP25.07x14.76x0.2188 49.08 0.00 0.0 16.900 -15.05 988.68 0.015 (1) 5 L2 80.9167- TP32.16x23.7748x0.3125 39.92 0.00 0.0 31.007 -20.80 1813.92 0.011 45.0833(2) 3 L3 45.0833-0 TP41x30.5022x0.375 50.00 0.00 0.0 49.054 -32.63 2869.70 0.011 (3) 7 Pole Bending Design Data Section Elevation Size M. 4M„,, Ratio M aM„Y Ratio No. M. M„„ ft kip-ft kip-ft 4M„, kip-ft kip-ft OM.,._ L1 130-80.9167 TP25.07x14.76x0.2188 426.59 548.23 0.778 0.00 548.23 0.000 (1) L2 80.9167- TP32.16x23.7748x0.3125 998.45 1347.08 0.741 0.00 1347.08 0.000 45.0833(2) L3 45.0833-0 TP41x30.5022x0.375 1972.66 2708.41 0.728 0.00 2708.41 0.000 (3) Pole Shear Design Data Section Elevation Size Actual eV Ratio Actual +T„ Ratio No. V. V. T. T. ft K K $V„ kip-ft kip-ft OT„ L1 130-80.9167 TP25.07x14.76x0.2188 14.98 296.60 0.051 0.24 625.99 0.000 (1) L2 80.9167- TP32.16x23.7748x0.3125 17.84 544.18 0.033 0.39 1475.02 0.000 45.0833(2) L3 45.0833-0 TP41x30.5022x0.375 20.79 860.91 0.024 0.44 3076.46 0.000 (3) Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M. M,, V T. Stress Stress ft al; aM„, OM„ 014 aT„ Ratio Ratio L1 130-80.9167 0.015 0.778 0.000 0.051 0.000 0.796 1.050 4.8.2 (1) L2 80.9167- 0.011 0.741 0.000 0.033 0.000 0.754 1.050 4.8.2 45.0833(2) L3 45.0833-0 0.011 0.728 0.000 0.024 0.000 0.740 1.050 4.8.2 (3) tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CO BU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 31 Section Capacity Table Section Elevation Component Size Critical P OPallow % Pass No. ft Type Element K K Capacity Fail Li 130-80.9167 Pole TP25.07x14.76x0.2188 1 -15.05 1038.11 75.8 Pass L2 80.9167- Pole TP32.16x23.7748x0.3125 2 -20.80 1904.62 71.8 Pass 45.0833 L3 45.0833-0 Pole TP41x30.5022x0.375 3 -32.63 3013.18 70.5 Pass Summary Pole(L1) 75.8 Pass RATING m 75.8 Pass tnxTower Report-version 8.1.1.0 July 11, 2021 130 Ft Monopole Tower Structural Analysis CCI SU No 824338 Project Number 1986262, Order 561487, Revision 1 Page 32 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 il ll (PROPOSED EQUIPMENT CONFIGURATION) (1) 1-1/2•TO 118 FT LEVEL (OTHER CONSIDERED EQUIPMENT) /\ �� (6) 1-5/8•TO11B Fr LEVEL (3)HER/2"CONSIDERED EQUIPMENT) • () 1-58•TO 90 FT LEVEL (6) TO LEVEL 2"TO LEVEL 2•TO 90 FT ./ / / -S // \\ I I \ 1 ' 04 91 1 i 1 03 02 / i / \ -.... __/ / - / \ / \� /-... -soot • (OTHER CONSIDERED EQUIPMENT) ...ow r1) 1-1/2"TO 129 FT LEVEL 2) 1-3/5"TO 129 FT LEVEL 5) 1-5/8"TO 129 FT LEVEL CLIMBING PEGS W/SAFETY CLIMB Monopole Base Plate Connection CROWN :CASTLE Site Info BU# 824338 Site Name Greenburg 0 Order# 561487 Rev 1 4,0 0 Analysis Considerations TIA-222 Revision H Grout Considered: No I.,(in) 1.5 0 0 Applied Loads Moment(kip-ft) 1972.66 Axial Force(kips) 32.63 Shear Force(kips) 20.79 "TIA-222-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"d bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 48.95"BC Pu_t=158.34 chPn_t=243.75 Stress Rating Base Plate Data Vu=1.73 4,Vn=149.1 61.9% Mu=n/a r4Mn=n/a Pass 54.95"0D x 2.75"Plate(S-128;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 19.67 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 34.7% Pass Pole Data 41"x 0.375'12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CCiplate-Version 4.1.2 Analysis Date:7/10/2021 Monopole Base Plate Connection - Seismic 1^�` CROWN " CASTLE Site Info BUli 824338 Site Name Greenburg Order 8 561487 Rev 1 1.0 0 Analysis Considerations TIA-222 Revision H Grout Considered: No lar(in) 1.5 0 0 Applied Loads Moment(kip-ft) 378.20 Axial Force(kips) 36.41 Shear Force(kips) 3.19 *TIA-222-H Section 15.5 Applied •1.5 Overstrength Factor Applied Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summar y (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=49.35 4Pn_c=268.39 Stress Rating Base Plate Data Vu=0.4 On=120.77 17.5% Mu=n/a f'Mn=n/a Pass 54.95"OD x 2.75"Plate(5-128;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 4.08 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 7.2% Pass Pole Data 41"x 0.375"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:7/10/2021 Monopole Base Reaction Comparison Test CROWN BU#: 824338 UR.° no CASTLE Site Name: Greenburg Order Number: 561487 Rev 1 Design TIA: TIA-222-F Current TIA: TIA-222-H Component: Monopole Base Reference Doc ID: 3675330 TIA-222-F Compared To TIA-222-H MONOPOLE BASE FOUNDATION REACTION COMPARISON REACTIONS DESIGN REACTIONS 'MODIFIED DESIGN CURRENT REACTIONS %CAPACITY REACTIONS MOMENT(kip-ft) 1962.0 2648.7 1973.0 70.9% SHEAR(kips) 22.0 29.8 21.0 67.2% Deisgn loads from:CClsites Doc#3675330 *Design loads were multiplied by 1.35 for comparison as allowed by TIA-222-H,Section 15.6. Version 3.0.0 CROWN BU: 824338 Structure: A CASTLE WO: 1986262 /11.6 ✓ Order: 561487 Rev'. 1 ocation Decimal Degrees Deg Min Sec Lat: 45.435056 + 45 26 6.20 Long: -122.759222 122 45 I 33.20 Code and Site Parameters Seismic Design Code: Site Soil: Stiff Soil(Default) Risk Category: USGS Seismic Reference Ss: 0.8650.,, g SI ''.1. 0.3950,1 g TI 16 ^'� s Seismic Design Category Determination Importance Factor,I,: I 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,Sol: 0.5017 g Ts: 0.7249 Seismic Design Category Based on Sos: D Seismic Design Category Based on SDI: D Seismic Design Category Based on Sl: N/A Controlling Seismic Design Category: CCISeismic 3.3.7 Page 1 Analysis Date: 7/10/2021 CROWN B : 824338 Structures A CASTLE WOO: 2 � 56148 Order: 561487 Rev: 1 Tower Details Tower Type: Tapered Monopole Height,h: 130 ft Effective Seismic Weight,W: 27.19 kips Amplification Factor,A,: 2.7.8.1 Seismic Base Shear Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,W,,: 10.88225 kips WI.: 16.30711748 kips E: ksi g: 386.088 in/s2 Average Moment of Inertia,la : 3578.762836 in4 Fa: 0.233340616 hz Approximate Fundamental Period Monopole,T,: 4.2856 s 2.7.7.1.3.3 Seismic Response Coefficient,Cs 0.1171 Table 2-12 Note 3 Seismic Response Coefficient Max 1,C,m,K N/A Seismic Response Coefficient Max 2,C,,,, N/A Seismic Response Coefficient Min 1,C,,,,;,, 0.0304 2.7.7.1.1 Seismic Response Coefficient Min 2,C,min N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,Cs, 0.1171 Seismic Base Shear,V kips 2.7.7.1.1 Vertical Distribution Factors Period Related Exponent,k: 2.000 Sum of wily" 202515.47 CClSeismic 3.3.7 Page 2 Analysis Date: 7/10/2021 Tower Section Loads Section Section Number Length Top Height Mid Height,h, Weight,w, w,h, C. F,i, F„, 1-1 9.03 130.00 125.46 0.3369 3302.20 0,0262 0.0833 0.0466 1-2 12.05 120.31 113.92 04138 627.71 0.0278 0.0884 0.0530 1.3 10.00 11092 105.92 0.4691 5262.59 0.0260 0.0827 0.0649 1-4 10.00 100.92 95 92 0.5194 4779.30 0.0236 0.6751 0.0719 1-5 10.00 9092 85,92 0.5597 4205.00 0,0208 0.0561 0.0788 2-1 992 55.0C 30.04 0.8308 5322.93 0.0263 0.0837 0,1150 2-2 10.00 75.08 70.08 0.9093 4466.42 0.0221 0.0702 0.1259 2-3 10.00 63.08 6030 0.9312 354204 0.0175 C.0557 0.1353 2-4 10.00 55.08 50.08 1.0530 2641.28 0.0130. 0.0415 0.1457 3-1 10.0D 50.00 4500 1.2792 2390.34 0.0128 0.0407 0.1770 3-2 10.00 40.00 35.00 1.3653 1672.52 0.0083 0.0263 01890 3-3 10.00 30.60 23 00 1 A515 907.17 0.0045 0.0143 0.2009 3-4 10.00 20.00 15.00 1.5376 34596 0.0017 0.0054 0.2128 3-5 1000 10.00 5.00 1.6238 40.59 0.0002 0.0006 0.2247 Sum 13.3456 46705.07 CCISeismic 3.3.7 Page 3 Analysis Date: 7/10/2021 Discrete Loads Name h, w, w,h,n C Fe, tower mounts Lightning Rod 5/8"x 4' 130.00 0.0300 507.00 0.0025 0.0080 0.0042 (21 miscl Beacon sde markers 131.37, 0.0400 676.00 0.0033 0.0105 0.0055 mount pipes 6'x2"Mount Pipe 130.00 0.0219 370.11 0.0013 0,0058 0.0030 nokia AAF'A_Ct9V2wl Mount Pipe 12900 0.2700 4493.07 U.0222 0-0706 0.0374 nokia AAFIA_CCIV2 w/Mount Pipe 129.00 0.2700 4493.07 0.0222 0.0706 0.0374 nokia AAF14_C9IV2 w/Mount Pipe 12900 0270C 4493.C7 0.0222 00706 0.0374 nokia AEHCw/Mount Pipe 129.00 0.1100 1830.51 0,0090 0.0288 0.0152 n�oFia AEFC or/Mount Pipe 129.00 0.1100 1330.51 0.0090 0.0283 0.0152 pol.,,c AEHC'w/Mount Pipe 129,00 0.1100 1830.51 0.0090 0,0288 0.0152 ca len:rape FFHH-63C-R3..v/Mount Pipe 129 C0 0 1605 2671.05 0.0132 0 0420 0.0222 commscope FF1-114650-133 w/Mount Pipe 129.00 0.1605 2671.05 00132 0.0420 0.0222 commscope FFHH-55C-53 w/Mount P'pe ...r 0.1605 2671,05 0.0132 0.0420 0.0222 r nokia AHFIG 129,CO 0.0800 1331.28 0.0066 0.0209 0.0111 nokia AHFIG 129.0 00800 133123 3.9056 00209 0.0111 nokia AHFIG 129.00 0.0800 1331.28 0.0066 0,0209 0.0111. ccm-rscope HIS 20 120 00 0.0014 22.80 0.0001 0.0034 0.0002 nokia FM 129.00 0,0600 998.46 0.0049 0.0157 0.0083 nokia AHLOA 12900 0.0800 13E1.23 0-0066 00205 0.0111 nokia AHLOA 129.00 0.0800 1331.28 0.0066 0.0209 0.0111 nokia AHLOA 159.30 0.0800 1331.26 0.6066 00299 0,3111 reran RNSNDC-7771-PF-48 129.00 0.0200 332.82 0.0016 0.0052 00028 raycap pT5104-5634-F5-48 129.00 00200 332.82 0.0015 00052 0.0023 tower mounts Platform Mount[LP 713-1 KCKRI 129.00 1.7E50 29704.19 0.1467 0A668 02470 Site Pro HRK 12 Handrail kit[NA 507-1' 12000 0.245C 4C77.CP 0.0201 00549 0.0339 mount pipes 75)2"Mount Pipe 129.00 00256 426.01 0,0021 0.0067 0.0035 mount pipes 732"Mount Pipe 129.00 0.0256 426 31 0.0021 0.0067 0.0035 mount pipes Tx2"Mourn Pipe 129.00 0.0256 426.01 0.0021 0.0067 0.0035 mount pipes TEE''Mount Pipe 120-CO 0.0256 426.01 0.0021 0.0067 0.0035 istolncpipes 7'x2"Mount Pipe 129.00 0.0256 426.01 0.0021 0.0067 0.0035 mount pipes 7`x2"Mount P'pe 129.CD 0.0255 42501 D.0C21 0.0057 0.0035 mount pipes4'x2"Mount Pipe 129.00 0.0146 242,96 0.0012 0.0038 0.00220 moons pipes 4'22"Mount Pipe 125.00 0.0145 242.96 D.0012 0.0038 0.0020 mount pipes 46(2 Mount Pipe 129.00 0.0146 242.96 0.0012 0.0038 0.0020 mount pips 432'Mount Pipe 12930 0.0146 24296 0.0012 0.0038 O.D020 R1ptint pipes 4'x2"Mount Pipe 129.00 0.0146 242.96 00012 00038 0.0020 mount pipes 4'x2'Mount Pipe 129,00 0,0146 24296 0 0312 3.0033 0.0020 jma wireless MX08FRG665-21w/Mount Pipe 118.00 0.1081 1505.05 0.0014 0.0237 0,0150 (ma wireless MXO3FR0665-21 wi Mount Pipe 115.DC 0.1031 150.05 0001: 0.0237 0.0150 jnawireless'M308FR0665-21 w/Mount Pipe 118-00 0.1081 1505.05 0.0074 D.0237 0 0150 5,;jitsu 1408025-86C4 113.00 0.0E30 E35.44 00041 0,0131 0.0135 fujitsu TA08025-3604 11800 0.0600 835.44 0.0041 0.0131 0,0083 fujitsu TAC8025-8604 113.00 0.0600 835.44 0.0041 0.0131 00033 fujitsu TA08025-8605 118.00 0.0800 1113.92 0.0055 0.0175 0.0111 fujitsu T408025-0605 113.03 0.0800 1113.92 0.0055 0.0175 0.01 11 fujitsu T008025-8605 118.00 0.0800 1113.92 0.0055 0.0175 0.0111 raycap RDIDC-9181-'F-48 118.00 0.0200 27843 03014 0.0044 0002E tower mounts commscope MC'PKB-DSH 118.00 1.7490 24353.08 01203 0.3827 0.2421 (2)tower mounts 8'x 2"Mount V.pe 118 CO 0.0600 335.44 0.0041 D0131 0 C083 (2)tower mounts 8'x 2"Mount Pipe 118.00 0.0600 33544 0.0041 0.0131 0.0083 (2)tower mounts Si x 2'Moo at Pme 118,00 00500 83544 3.0C41 0,0131 0.00E3 ante!BXA-00040/8CF w/Mount Pipe 9000 0.6977 791.21 0.0039 0.0124 0,0125 ante)BXA-70063/3CF nil Mwnt Pipe 90.00 00725 58733 0.0029 0.3092 0.0100 ante)8XA-70080"8CF-EDIN-0w/Mount Pipe 90.00 0.0707 572.51 0.0028 0.0090 0.0098 (2)commscope JAHH-45C-R3B w/Mount Pipe 50.0C 0.32C2 259330 0,0128 0r0419 6.0443 (2)commscope JAHH-45C-R38 w/Mount Pipe 90.00 03202 2593.30 0.0128 0.0408 0.0443 ,2)commsccce)AHHut5C-R33 rw/Mount P pe 90.00 C 3202 2593.3D 0.0128 0.040E 03443 00w SuhE Antenna w/Mount Pipe 90.00 0,0900 729.00 0 0036 0.0115 0.0125 vtw 5ub6 Antenna w/3luurt Pipe 90OD 00930 729.00 0.5056 0.0115 3.0125 vow Sub6 Antenna w/Mount Pipe 90.00 0.0900 729.00 0.0036 0.0115 0.0125 ericsson S7KEE1 MACRO 6701 wj Mount Pipe 90.C^ 3.0383 314.30 0.0015 001)49 00054 ericsson STREETMACRO 6701 oaf Mount Pipe 90.00 0.0388 314.36 0.0016 0.0043 0.0054 er ssson STRE11MACRC 6701 w/Nosnt"ipe 9000 00338 31436 0,0016 0.0049 0.0054 ericsson RRIJS 32 B66 90.00 0.0506 40500 0.0020 0.0064 0,0069 ericsson RRUS 32 666 90.00 0.0500 405 30 C 0020 0.0064 0"0069 ericsson RRUS 32866 9000 0.0500 405.00 0.0020 0.0064 0.0069 raycap 015'stDC-3315-FF-48 90.00 00300 243.00 0.0012 0.C.032 0.0042 raycap RCMDC-3315-PF-48 90.00 0.0300 24300 0 0012 0.0038 0.0042 raycap 01;MDC-3315-Pr-18 9000 0.0309 243.00 0.0012 0.0033 05042 ericsson 4449 90.00 0.0700 567.00 0.0028 0.0089 0.0097 ericsson 4449 90.00 00700 5E7.00 3.0028 0 9039 0.0097 ericsson 4449 90,00 0,0700 567.00 0.0028 0.0089 0009/ raycap n,2DC-6627-FF-48 9030 0.0300 243.00 .3 0012 0 3038 0.0042 ericsson RRUS 32 B2 90.00 0,0500 405-00 00020 0.0064 0.00E9 ericsson 3RU5 32 32 90 00 0.0506 435.00 0.0020 0 0064 1 0069 ericsson RRUS 32 82 90.00 0"0500 405.00 0.0020 00064 0,0069 commscope COC781-DS-43-27 90.00 00200 162.00 0.0903 0.0125 0.0025 commscope CBC73T-00-43-20 90.00 0.0200 162.00 0-0008 0.0025 0.0028 commscope C8C78T-D5-40-75 9000 0.0200 162.00 0.000E 00075 0.0021 tower mounts T-Arm Mount(TA 602-3] 90.00 07743 6771.83 0.0310 0.0986 0.1072 rower mounts Side Arm Mount 51102-31 90.09 D.0150 607.50 0.0030 010995 0.0104 Site Pro 1 PRK-SFS-1 90.00 0.0770 62370 0.0031 0.0098 -0.0107 CCISeismic 3.3.7 Page 4 Analysis Date: 7/10/2021 see Pro 1 PRK-Si-S-1 90.D0 00770 523,70 0.00.71 0-0058 0.0...07 '6ite Pro 1 PRK-SFS-1 90.00 0.0770 623.70 0.0031 0.0098 0.0107 mount pipes 5'x2 Mount Pipe 90.00 0.01E3 148.23 �')OCD7 C.0023 0.0O25 stm,toroggs'x2"Mount Pipe 90.00 0.0183 143.22. 0.0007 0.0023 0.0025 mountp es5x2"Mount Pipe 00.00 0.C153 14323 0.0007 00ri23 0.0025 +42.5"Horizontal Pipe 90.00 0.0700 567.00 00028 0.0069 0.0097 mount i es 12'6"x2.5"Horizontal>ipe 00.00 5.0700 S67OD 0.0022 0A639 C 0097 Horizontal Pipe 90.00 0.0700 507.00 0.0028 D 0089 0:0097 c'.rn 10.8823 142853.84 CCISeismic 3.3.7 Page 5 Analysis Date:7/10/2021 Linear Loads Name Start Height End Height h, w, w,h,` C, F,r, F„ 13)000ie A5U93251750111-3/5)From 0 to 129 120.00 129.00 124.50 0 0291 450.31 0,0022 0,0071 0.0040 4 noe c A500325TPP0 I'_315)From 0 to 129 110.00 120.00 1_5.00 0 0323 126.90 0 0021 0,0037 0.0045 2)nokia A5193251P501(1-3/5)From 0 to 129 100-00 110-00 105.00 0,0323 355.39 0.0018 0-0056 0.0045 2)nok 7 Art12725110 201(1 3/5)From 0 to 129 90.00 100 30 95.00 9-1323 231 33 0 0014 0-0043 00045 L (2)nokta A5U9325TY➢01(1-3/5)From 0 to 129 80.00 90.00 85.00 0.0323 233.22 0.0012 0.0037 0.0045 :70 rot a ASU0325TVPC1(1-3/5)From C to 129 70.CO 3000 75C0 0.C323 181.58 0-0009 0.3029 0.0045 (2)nokia ASU932571(P01(1-3/5)From 0 to 129 90.00 70.00 65.00 0.0323 136.08 0.0007 0.0021 0,0045 n ilia ASU9325T`/501(1-3/5)From 04312E 50.03 60.00 55.0C 0,0323 97.65 0.0005 00015 0-0045 a ASU93257Y601(1-3/5)From 004129 40.00 50.07 45.00 0.0323 65.37 0.0003 0.0010 0,0045 a 2.51j93257102 r 3i51 From 012.129 30.00 40-00 35.00 0.0322 39.54 0-0002 0.0006 0.0045 .'1'A5139325T9001: 6,From 0 to 129 20.00 30.00 25.00 0.0323 20.18 0.0001 0.0003 0.0045 ' A U 325TVP^ From 0 to 129 10.30 20-00 3.00 3,0323 726 0.0000 0.0001 3 3045 0.00 10.00 500 0.0323 0.81 0.0000 0.0000 0.0045 120D0 129 OD 124.5J ).0369 57195 0.002E 0.0090 O.0051 0129 110.00 120.00 , 115C3 0.0410 542.23 0.0027 0.0085 0.0057 ,000 ,'/ .vA)1-0 tio• om 0 to 179 ZOO DO 110.00 1Or 0- 0.04I0 452 03 0.0022 00071 0.0057 5'andrew LDF7-50A(1-5/8)From 0 to 129 90.00 100,00 95 30 0.0410 370.03 0.001E 0.0058 0.0057 fire,_DF7-50A(1-5/e)From 0 to 129 30 50 90.00 ao..,- 0.0410 206.23 0.0015 C.0047 0 CD57 'so LDF7-50A(1-9/8)From 0 to 129 70,00 S0.00 75.OD 0.0410 230.63 0.0011 0.0036 0.0057 50k(y ,:c 129 60.00 70.00 35.05 0.0410 17323 0-0029 0.0027 O C057 50.00 60.00 55.00 0.0410 124.03 0.0006 0,0019 0,0057 =9 '10.00 50.00 45.0C 0.0410 23.03 0-0004 9,0033 C.0057 1;From 010129 30.00 40.00 3500 0.0410 50,23 0.0002. 0-0008 0.0057 2.'3)From 0 to 159 20.00 30 00 25.00 0 0410 25.63 0.0901 0.0004 0.0057 '3;brim 0 to 129 10,00 20.00 15.00 0,0410 9.23 0.0000 0.0001 0.0057 .010129 3-130 :0 CO 5,313 00410 1.03 0.0000 0.0000 00057 0-0 to 129 120,00 129,00 12450 0.0154 238:55 0.0012 0.0037 0.0021 , :2 r..0.0 tc 129 110.00 120.00 115,00 1)-0171 226.15 0.0011 0.0336 3 0024 1,2)From 0 to 129 100,00 110.00 10500 0.0171 188.53 0.0009 0.0030 0.0024 1 21 From 0to 129 00.80 100.00 9.3 00 0.0171 154.33 0,000E 00024 00024 ar t 3(1-1/2)From 0 to 129 80.00 90,00 85.00 0.0171 123.55 0.0006 0.0019 0.0024 2113i1-1/2)FromO to129 70-00 30 JO /5.00 0(1171 95.19 0.0005 0.3015 00024 23 Part 3(1-1/2)From 0 to 129 60.00 71.00 65.00 0.0171 72.25 0.0004 0,0011 0.0024 20 Part 311-1/2)=ram Oto 129 5000 6000 55.20 0.0171 51.73 0.0003 0.000E 0.0024 .7 0 Pam 5! 2!2)From 0 to 129 40.00 50.00 45.00 0.0171 34.63 0,0002 0,0005 0,0024 '/2)From C to 129 30 0) 40,0C 2.5.00 C.C171 20.53 3.0001 0.3003 0.002a 1/2)From 0 to 129 20.00 30.00 25.00 0,0171 10.69 0.0001 0.0002 0.0024 a 02 art 04, 14.)From 0 to 129 10 00 20.00 1500 0.0171 3.35 0.0000 10001 0.002- 06ia HCS 2.0 Fart 3(1-1/2)From 0 to 129 0.U0 10.00 5.00 0,0171 0 43 0.0000 0.0000 0.0024 S)andrew LF7-50A115/3;From 0to 113 110.OD 113.DC 41420 C.0394 5,1.52 OA025 0.0030 0.0054 ,6)andrew LDF7-505.(1-5/8)Front 0 to 118 100.00 110.00 105,00. 0.0492 54243 0.0027 0.0085 0 0068 51 at I DF7 00A11 5/8)From 0 to 113 9C,00 1C0.00 95.0D 0.D492 .114.43 0 0022 0.0070 0.DC63 (6)andrew L0F7 50A(1 5/8)From 0 to 118 80 00 90.00 85.00 0,0492 955 47 0.0018 0.0056 0.0068 (6)andrew LDF7 504[1-5/8)"rom 0 to 113 70.JC 80.00 75.00 0.0492 2707E C.0014 0.0043 3.006E (6)andrew LDF7-50A(1-5/8)From 0 to 118 60 00 70.00 65.00 0,0492 207.87 0,0010 0.0033 0.0068 (0)andrew LUF7-50A(1-5,r8)From 0 to 118 5D.00 6G.00 55.00 0.0492 lab 83 3.0007 0.0023 0.006E (6)andrew LDF7-501(05/8)From 0 to 118 40.00 50,00 45,00 0.0492 99.63 0,0005 0.0016 0,0068 (6)andrew LOFT-5001..(1-5/8)Fern C to 118 30.0U 40.30 35.00 0.0192 60.27 C0003 0,00C9 0,0368 (6)andrew LDF7-504)(1-.5/8)From 0 to 118 20.00 30.00 25.00 0.0492 30.75 0,0002 0.0005 0.0068 (6)andrew LDF7-50A(1-3/8)From 0 to T18 1o.00 2D.03 15.00 0.0492 1_07 0.0001 C.0002 00063 (6(endiew L1)F7-5OA(1.5/8)From 0 TO 118 0.00 10,00 5.00 0 0492 1.23 0.0000 0-0000 0,0068 cui C1J12PSM9P6)0(X(1-1/2)From 0 to 118 112.00 118 00 114.00 0.0103 244_32 0.DC12 0.003E 0.0O25 CU,CU12PSM9P6XXX(1-1/2)From Oto 118 100.00 110.00 105.00 0-0235 259.09 0.0013 0.0041 0.0033 Cal CU12P5M9P623X(1-1/2)From 0 to 118 90 OD 100.00 95,OC 0.0245 21..., ). 0-001C 0.0033 0.0033 cui CU12PSM9P6XXX(1-1/2)From to 118 80.00 90.00 85.0G 0.0235 169.79 0,0008 0.0(27 0.0033 cal CUI2PSM9P6XXX(1-1/2)'rom 0 to 118 /U00 30-00 7500 C.0235 00007 0.0021 (D033 cut 201255M9P6010(1-1/2)From to 118 60.00 70.00 65.00 00235 99 19 0.0005 0.0016 0,0033. Cu)01.1120SM9P6030)--1/2)From 0 to 118 50.00 6003 55.00 0.0235 71 39 0.0004 0-0011 0.0033 cui CU1295M9P635X(1-1(2)From 0 to 118 40 00 50.00 45.00 0.0235 47,59 0.0002 0.0007 0.0033 Cu)CUI2PSM9'0XXXI1-1/2)Horn 0 to 118 30D0 40-00 35.03 0.0239 12 ie 0.0001 0.0305 D.0033 all CU12PSM9P6XXX(1-1/2)From 0 to 118 2000 30.00 25.00 0.0235 14.69 0-0001 0.0002 0.0033 ct.1 0312P5M9P6XXX(1-1/2)P-om 0 to 118 10.00 20.00 15.00 0.0235 5.9 0.0000 0-0001 3C003 cc'C1.11285549P6XXX{1-1/2)From 0 to 118 0,00 10,00 5.00 0.0235 0.59 0.0000 0.0000 0.0033 (9)andrew LDF7-SJAl1-00/8)From C to 90 3C.00 90.00 35,00 0.0/38 53321 0.0023 0.0001 0.0107 (9)andmw LDF7-50A(1-5/8(From C to 90 70,00 80.00 75,00 0.0738 415,13 0.0020 0,0065 0.0102 (9)andrew LDF7-50A(1-5/E)Torn 0 to 90 60OC 70.00 65.90 0.073E 311.31 00015 0,0049 0 0'02 (9)andrew LDF7-504(1-5/8)From 00090 50.00 60.00 55.00 0.0738 223,25 0.0011 0.0035 0.0102 (91 a1drevt_2 F7-504(1-5/8)From 0 1090 40.00 50.00 45.00 0-0136 14445 30007 09023 0.0112 (9)andrew 4007-50A(1-5(8(From 0 to 90 30.00 40.00 3500 0.0738 90,91 0.0004 0.0014 0.0102 (9)andrewL"7-50A(1-5/81 From C 0.90 20.03 30-00 25.00 0.0733 46-13 00002 0.0007 C.0102 (6)andrew LDF750A(1-5/8)FromCtc90 10,00 20.00 15.00 0.0738 16,61 0.0001 0.0003 0,0102 19)andrew LDF7-50A(1-5/8 F t,0 to 90 000 1000 5,0D 1.0/38 1.2.5 C.0000 3.0100 C.0102 huberend suhner MLCH 12/24 LOW INDUCTION(2)From 0 t090 80.00 90A0 8500 0.0304 219.64 0.0011 0.0035 C.0042 huhe'and sr.hner M_CH 12/24 LCW INDIIC11ION(2)From 0 to 9C /0.00 8003 75.00 0.3304 171.00 0.ODOS 0.0027 03042 huber and suhner MLCH 12524 LOW INDUCTION(2)From 0 to 90 60.00 70,00 65.00 00304 128.44 0.0006 0.0020 0,0042 huber and sinner MLCH 12/24 LOW ANDIICTIC/N(2)From 0 to 90 50D0 6003 55.00 0.0334 9136 0-0005 0.001,1 0.0042 Sober and suhner MLCH 12524 LOW INDUCTION(2)From 0 to 90 40.00 50,00 45.00 0.0304 61.56 0.0003 0.0010 0,0042 Tuber a no suhner MOOS 12/24 OW INDUCTION(2)4om 0 to 90 3030 4000 35.02 0.0334 37.24 0.0002 0.0006 Sober and suhner MLCI-I 12/24 LOW INDUCTION(2)From 0 to 90 20.00 30.00 25 CC 0.0304 19.00 0.0001 0.0003 3.0042 Sober and suhner MLCH 12,t24 LOW INDUCTION(2)From C to 90 13.00 2000 1500 C.0304 6-84 C.0000 0.000 L100-2 hiker and suhner ML9HsL2/24 LOW IN0UCt10N(2)From 0 to 90 0.00 10,00 500 0.0304 0.76 0,00pg p,0000 0.0042. CCISeismic 3.3.7 Page 6 Analysis Date: 7/10/2021 ASCE ASCE 7 Hazards Report AMEAICAN SOCIETY OF CML ENGINEERS 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- Default(see Longitude: -122.759206 Section 11.4.3) ) -+Yp ,t {.Y� .II iff'•,- '.' . ,jam r_' 2 r ow � w • +r t Wig V w • eti a !! n , t r I •M 2. ii C� A -'-ti t '''.IGr. ALS. 'Zi 5 N II is rt. .. 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: Thu Mar 18 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. httos://asce7hazardtool.online/ Page 1 of 3 Thu Mar 18 2021 ASCE. AMEP,CAN 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: Thu Mar 18 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; 1 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 Thu Mar 18 2021