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REVIEWED BLD2022-0164+Structural_Analysis_or_Calculations+2.7.2022_2.28.51_PM+26664580F &ACOMpgFORD Date: September 09, 2021 Subject. Carrier Designation: Crown Castle Designation: Engineering Firm Designation Site Data: Structural Analysis Report AT&T Mobility Co -Locate Site Number: Site Name: FA #: BU Number: Site Name: JDE Job Number: Work Order Number: Order Number: Paul J. Ford and Company 250 East Broad Street, STE 600 Columbus, Ohio 614-221-6679 SN99 N/A 10063000 842250 EDMONDS ESPERANCE 664029 1999431 565153 Rev. 0 Paul J. Ford and Company Project Number: 37521-1103.001.7805 22510 76TH AVENUE WEST, EDMONDS, Snohomish County, WA Latitude 470 47' 39.33", Longitude -1220 20' 11.29" 150 Foot - Monopole Tower Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above -mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2018 Washington State Building Code (2018 International Building Code) based upon an ultimate 3-second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Respectfully submitted by: Cesar Garcia Godos, E.I Structural Designer cgodos@pauljford.com tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 — Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations September 09, 2021 CC/ BU No 842250 Page 2 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CCI BU No 842250 Page 3 1) INTRODUCTION This tower is a 150 ft Monopole tower designed by TRANSAMERICAN POWER PRODUCTS in February of 2005. 2) ANALYSIS CRITERIA TIA-222 Revision: Risk Category: Wind Speed: Exposure Category: Topographic Factor: Ice Thickness: Wind Speed with Ice Seismic Ss: Seismic S1: Service Wind Speed; Table 1 - Proposed E Center Mounting Line Level (ft) I Elevation 147.0 151.0 148.0 147.0 TIA-222-H 98 mph C 1 1 in 30 mph 1.279 0.449 60 mph uipment Configuration Number of Antennas Antenna Manufacturer 3 nokia 3 alcatel lucent 3 alcatel lucent 3 alcatel lucent 3 cellmax technologies 3 commscope 3 nokia 3 nokia 3 raycap 1 tower mounts 1 tower mounts Antenna Model AEQK w/ Mount Pipe B25 RRH4x30-4R B66A RRH4X45 RRH4X25-WCS CMA- UBTULBULBHH/6517/17/21/21 w/ Mount Pipe NNH4-65D-R6 w/ Mount Pipe AHCA CCIV3 AHLBA DC6-48-60-18-8F PRK-SFS-NA Platform Mount [LP 301-1_KCKR] Number I Feed of Feed Line Lines I Size (in) 4 4 2 20 1 3/8 3/4 13/16 7/8 1" Cond. tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 3) ANALYSIS PROCEDURE Table 3 - Documents Provided September 09, 2021 CC/ BU No 842250 Page 4 Document Reference Source 4-GEOTECHNICAL REPORTS 4289970 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4470880 CCISITES 4-TOWER MANUFACTURER DRAWINGS 5117048 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. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 5 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. I Elevation (ft) I Component Type I Size I Critical Element I P (K) I SF*P—allowl (K) % Capacity I Pass / Fail L1 150 - 97 Pole TP30.997x20x0.25 1 -9.87 1458.99 30.2 Pass L2 97 - 47.92 I Pole TP40.682x29.6836x0.3125 2 -17.64 [395.32 34.5 Pass 47.92 Pole 28.14L3 T 34.2 Pass —� Summary Pole (1_2) 34.5 1 Pass Rating = 34.5 1 Pass Table 5 - Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 32.5 Pass 1 I Base Plate 0 19.6 F Pass I Base Foundation (Structure) I 0 _T 30.8 Pass 1 Base Foundation (Soil Interaction 0 1 19.8 1 Pass Structure Rating (max from all components) = 34.5% Notes: • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in "Appendix C —Additional Calculations" for calculations supporting the % capacity consumed. 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 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 APPENDIX A TNXTOWER OUTPUT September 09, 2021 CC/ BU No 842250 Page 6 tnxTower Report - version 8.1.1.0 6 � 0 o N 0 6 C�'I C'1 M S ci S S 6 d a ci N co J Z H fA H m (7 2i 150.0 ft 97.0 ft 47.9 ft 0.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Snohomish County, Washington. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TIA-222-H Annex S 9. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.7 10. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 11. TOWER RATING: 34.5% ALL REACTIONS ARE FACTORED AXIAL 35 K SHEAR MOMENT 5 KL 591 kip-ft SEISMIC AXIAL 42 K SHEAR MOMENT 2 K 211 kip-ft 9 mph WIND - 1.0000 in ICE AXIAL 31 K SHE MOMENT 14 K 1422 kip-ft REACTIONS - 98 mph WIND Paul J. Ford and Company ob: 150' Monopole / Edmonds Esperance BF250 East Broad Street, STE 60C Project: PJF# 37521-1103 /BU# 842250 Columbus, Ohio client: Crown Castle Drawn by: cgodos App'd: PJFLogo Phone: 614-221-6679 code: TIA-222-H Date:09/07/21 Scale: NTS FAX: Path: Dwg No. E-1 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 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 Snohomish County, Washington. • Tower base elevation above sea level: 351.00 ft. • Basic wind speed of 98 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 1.0000 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. • TIA-222-H Annex S. September 09, 2021 CC/ BU No 842250 Page 7 • 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(ti) = 0.85, Kes(Ev and Eh) = 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. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Ignore KL/ry For 60 Deg. Angle Legs Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-H Bracing Resist. Exemption Use TIA-222-H Tension Splice Exemption Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 8 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in L1 150.00-97.00 53.00 3.92 18 20.0000 30.9970 0.2500 1.0000 A572-65 L2 97.00-47.92 53.00 5.08 18 L3 47.92-0.00 53.00 18 (65 ksi) 29.6836 40.6820 0.3125 1.2500 A572-65 (65 ksi) 39.0028 50.0000 0.3750 1.5000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C UC J It/Q w w/t in in in in in in in in in L1 20.2700 15.6716 772.2994 7.0112 10.1600 76.0137 1545.6150 7.8373 3.0800 12.32 31.4366 24.3977 2914.0206 10.9152 15.7465 185.0586 5831.8756 12.2012 5.0155 20.062 L2 30.9194 29.1325 3175.0946 10.4268 15.0793 210.5600 6354.3671 14.5690 4.6743 14.958 41.2614 40.0415 8244.3136 14.3312 20.6665 398.9225 16499.475 20.0246 6.6100 21.152 4 L3 40.6170 45.9768 8667.1465 13.7129 19.8134 437.4379 17345.697 22.9927 6.2045 16.545 4 50.7135 59.0662 18377.109 17.6169 25.4000 723.5082 36778.399 29.5387 8.1400 21.707 4 8 Tower Gusset Gusset Gusset GradeAdjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt ft (per face) in Ar Spacing Spacing Spacing ft, Diagonals Horizontals Redundants in in in L1 150.00- 97.00 L2 97.00- 47.92 L3 47.92-0.00 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t It Number ft/ft plf Leg Torque Type Calculation LDF5-50A(7/8") C No No Inside Pole 147.00 - 0.00 20 No Ice 0.00 0.33 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 F13-1-9813-002- C No No Inside Pole 147.00 - 0.00 2 No Ice 0.00 0.06 30000( 3/8") 1/2" Ice 0.00 0.06 1" Ice 0.00 0.06 860 10014(3/8") C No No Inside Pole 147.00 - 0.00 1 No Ice 0.00 0.00 1/2" Ice 0.00 0.00 1" Ice 0.00 0.00 WR-VG86T(3/4") C No No Inside Pole 147.00 - 0.00 4 No Ice 0.00 0.53 1/2" Ice 0.00 0.53 1" Ice 0.00 0.53 F13-1-98-002- C No No Inside Pole 147.00 - 0.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2" Ice 0.00 0.06 1" Ice 0.00 0.06 PWRT-608- C No No Inside Pole 147.00 - 0.00 2 No Ice 0.00 0.62 S(13/16) 1/2" Ice 0.00 0.62 1" Ice 0.00 0.62 1" (Nominal) C No No Inside Pole 147.00 - 0.00 1 No Ice 0.00 0.33 Conduit 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 Feed Line/Linear Appurtenances Section Areas tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 9 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 In Face Out Face K n ft ft2 ft2 It, L1 150.00-97.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.52 L2 97.00-47.92 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.51 L3 47.92-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.50 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness ft2 In Face Out Face K n It Leg in ft2 W ft2 L1 150.00-97.00 A 0.969 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.52 L2 97.00-47.92 A 0.919 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.51 L3 47.92-0.00 A 0.824 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.50 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz It in in Ice Ice L1 150.00-97.00 0.0000 L2 97.00-47.92 0.0000 L3 47.92-0.00 0.0000 in in _ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Note: For pole sections, center of pressure calculations do not consider feed line shielding User Defined Loads - Seismic Description Elevation Offset Azimuth Ev Ehx Ehr Eh ft From Angle K K K K Centroid ° It CCISeismic Tower Section 1 - 1 CCISeismic Tower Section 1 - 2 CCISeismic Tower Section 1 - 3 CCISeismic Tower Section 1 - 4 CCISeismic Tower Section 1 - 5 CCISeismic Tower Section 1 - 6 CCISeismic Tower Section 2 - 1 CCISeismic Tower Section 2 - 2 CCISeismic Tower Section 2 - 3 CCISeismic Tower Section 2 - 4 CCISeismic Tower Section 2 - 5 CCISeismic Tower Section 2 - 148.50 0.00 0.000 0.03 0.00 0.00 0.07 142.00 0.00 0.000 0.10 0.00 0.00 0.24 132.00 0.00 0.000 0.11 0.00 0.00 0.22 122.00 0.00 0.000 0.12 0.00 0.00 0.21 112.00 0.00 0.000 0.13 0.00 0.00 0.19 102.00 0.00 0.000 0.14 0.00 0.00 0.17 99.42 0.00 0.000 0.05 0.00 0.00 0.06 92.92 0.00 0.000 0.18 0.00 0.00 0.18 82.92 0.00 0.000 0.19 0.00 0.00 0.16 72.92 0.00 0.000 0.20 0.00 0.00 0.13 62.92 0.00 0.000 0.21 0.00 0.00 0.10 52.92 0.00 0.000 0.23 0.00 0.00 0.08 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 10 Description Elevation Offset Azimuth Ev Ehx Eh: Eh ft From Angle K K K K Centroid ° ft 6 CCISeismic Tower Section 3 - 51.50 0.00 0.000 0.08 0.00 0.00 0.03 1 CCISeismic Tower Section 3 - 45.00 0.00 0.000 0.28 0.00 0.00 0.07 2 CCISeismic Tower Section 3 - 35.00 0.00 0.000 0.29 0.00 0.00 0.04 3 CCISeismic Tower Section 3 - 25.00 0.00 0.000 0.31 0.00 0.00 0.02 4 CCISeismic Tower Section 3 - 15.00 0.00 0.000 0.32 0.00 0.00 0.01 5 CCISeismic Tower Section 3 - 5.00 0.00 0.000 0.34 0.00 0.00 0.00 6 CCISeismic nokia AEQK w/ 147.00 0.00 0.000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic nokia AEQK w/ 147.00 0.00 0.000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic nokia AEQK w/ 147.00 0.00 0.000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic cellmax 147.00 0.00 0.000 0.03 0.00 0.00 0.06 technologies CMA- U BTULBULBHH/6517/17/21 / 21 w/ Mount Pipe CCISeismic cellmax 147.00 0.00 0.000 0.03 0.00 0.00 0.06 technologies CMA- U BTULBULBHH/6517/17/21 / 21 w/ Mount Pipe CCISeismic cellmax 147.00 0.00 0.000 0.03 0.00 0.00 0.06 technologies CMA- U BTULBULBHH/6517/17/21 / 21 w/ Mount Pipe CCISeismic commscope 147.00 0.00 0.000 0.02 0.00 0.00 0.05 NNH4-65D-R6 w/ Mount Pipe CCISeismic commscope 147.00 0.00 0.000 0.02 0.00 0.00 0.05 NNH4-65D-R6 w/ Mount Pipe CCISeismic commscope 147.00 0.00 0.000 0.02 0.00 0.00 0.05 NNH4-65D-R6 w/ Mount Pipe CCISeismic alcatel lucent 147.00 0.00 0.000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic alcatel lucent 147.00 0.00 0.000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic alcatel lucent 147.00 0.00 0.000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic nokia 147.00 0.00 0.000 0.01 0.00 0.00 0.02 AHCA_CCIV3 CCISeismic nokia 147.00 0.00 0.000 0.01 0.00 0.00 0.02 AHCA_CCIV3 CCISeismic nokia 147.00 0.00 0.000 0.01 0.00 0.00 0.02 AHCA_CCIV3 CCISeismic alcatel lucent B25 147.00 0.00 0.000 0.01 0.00 0.00 0.02 RRH4x30-4R CCISeismic alcatel lucent B25 147.00 0.00 0.000 0.01 0.00 0.00 0.02 RRH4x30-4R CCISeismic alcatel lucent B25 147.00 0.00 0.000 0.01 0.00 0.00 0.02 RRH4x30-4R CCISeismic raycap DC6-48- 147.00 0.00 0.000 0.01 0.00 0.00 0.01 60-18-8F CCISeismic raycap DC6-48- 147.00 0.00 0.000 0.01 0.00 0.00 0.01 60-18-8F CCISeismic raycap DC6-48- 147.00 0.00 0.000 0.01 0.00 0.00 0.01 60-18-8F CCISeismic nokia AHLBA 147.00 0.00 0.000 0.01 0.00 0.00 0.04 CCISeismic nokia AHLBA 147.00 0.00 0.000 0.01 0.00 0.00 0.04 CCISeismic nokia AHLBA 147.00 0.00 0.000 0.01 0.00 0.00 0.04 CCISeismic alcatel lucent 147.00 0.00 0.000 0.01 0.00 0.00 0.03 B66A RRH4X45 CCISeismic alcatel lucent 147.00 0.00 0.000 0.01 0.00 0.00 0.03 B66A RRH4X45 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 11 Description Elevation Offset Azimuth Ev Ehx Ehr Eh ft From Angle K K K K Centroid ° ft CCISeismic alcatel lucent 147.00 0.00 0.000 0.01 0.00 0.00 0.03 B66A RRH4X45 CCISeismic tower mounts 147.00 0.00 0.000 0.27 0.00 0.00 0.69 (cci) Platform Mount [LP 301- 1] CCISeismic tower mounts 147.00 0.00 0.000 0.05 0.00 0.00 0.12 (cci) Miscellaneous [NA 509- 1] CCISeismic tower mounts 147.00 0.00 0.000 0.05 0.00 0.00 0.12 (cci) Miscellaneous [NA 509- 1] CCISeismic tower mounts 147.00 0.00 0.000 0.05 0.00 0.00 0.12 (cci) Miscellaneous [NA 509- 1] CCISeismic PRK-SFS-NA 147.00 0.00 0.000 0.10 0.00 0.00 0.26 CCISeismic tower mounts 147.00 0.00 0.000 0.00 0.00 0.00 0.01 (cci) 6' x 2" Mount Pipe CCISeismic tower mounts 147.00 0.00 0.000 0.00 0.00 0.00 0.01 (cci) 6' x 2" Mount Pipe CCISeismic tower mounts 147.00 0.00 0.000 0.00 0.00 0.00 0.01 (cci) 6' x 2" Mount Pipe CCISeismic (20) andrew 143.50 0.00 0.000 0.01 0.00 0.00 0.02 LDF5-50A(7/8") From 0 to 147 (140ft to147ft) CCISeismic (20) andrew 135.00 0.00 0.000 0.01 0.00 0.00 0.02 LDF5-50A(7/8") From 0 to 147 (130ft to140ft) CCISeismic (20) andrew 125.00 0.00 0.000 0.01 0.00 0.00 0.02 LDF5-50A(7/8") From 0 to 147 (120ft tol30ft) CCISeismic (20) andrew 115.00 0.00 0.000 0.01 0.00 0.00 0.02 LDF5-50A(7/8") From 0 to 147 (110ft to120ft) CCISeismic (20) andrew 105.00 0.00 0.000 0.01 0.00 0.00 0.01 LDF5-50A(7/8") From 0 to 147 (100ft tol10ft) CCISeismic (20) andrew 95.00 0.00 0.000 0.01 0.00 0.00 0.01 LDF5-50A(7/8") From 0 to 147 (90ft to100ft) CCISeismic (20) andrew 85.00 0.00 0.000 0.01 0.00 0.00 0.01 LDF5-50A(7/8") From 0 to 147 (80ft to90ft) CCISeismic (20) andrew 75.00 0.00 0.000 0.01 0.00 0.00 0.01 LDF5-50A(7/8") From 0 to 147 (70ft to80ft) CCISeismic (20) andrew 65.00 0.00 0.000 0.01 0.00 0.00 0.01 LDF5-50A(7/8") From 0 to 147 (60ft to70ft) CCISeismic (20) andrew 55.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (50ft to60ft) CCISeismic (20) andrew 45.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (40ft to50ft) CCISeismic (20) andrew 35.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (30ft to40ft) CCISeismic (20) andrew 25.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (20ft to30ft) CCISeismic (20) andrew 15.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (10ft to20ft) CCISeismic (20) andrew 5.00 0.00 0.000 0.01 0.00 0.00 0.00 LDF5-50A(7/8") From 0 to 147 (Oft to10ft) CCISeismic (2) rosenberger 143.50 0.00 0.000 0.00 0.00 0.00 0.00 leoni FB-L98B-002-30000( tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 12 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehr K Eh K 3/8") From 0 to 147 (140ft to147ft) CCISeismic (2) rosenberger 135.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (130ft to140ft) CCISeismic (2) rosenberger 125.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (120ft tol30ft) CCISeismic (2) rosenberger 115.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (110ft to120ft) CCISeismic (2) rosenberger 105.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (100ft to11Oft) CCISeismic (2) rosenberger 95.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (90ft to100ft) CCISeismic (2) rosenberger 85.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (80ft to9oft) CCISeismic (2) rosenberger 75.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (70ft to80ft) CCISeismic (2) rosenberger 65.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (60ft to70ft) CCISeismic (2) rosenberger 55.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (50ft to60ft) CCISeismic (2) rosenberger 45.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (40ft to50ft) CCISeismic (2) rosenberger 35.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (30ft to40ft) CCISeismic (2) rosenberger 25.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (20ft to30ft) CCISeismic (2) rosenberger 15.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (loft to20ft) CCISeismic (2) rosenberger 5.00 0.00 0.000 0.00 0.00 0.00 0.00 Ieoni FB-L98B-002-30000( 3/8") From 0 to 147 (Oft tot oft) CCISeismic (4) rosenberger 143.50 0.00 0.000 0.00 0.00 0.00 0.01 Ieoni WR-VG86T(3/4") From 0 to 147 (140ft to147ft) CCISeismic (4) rosenberger 135.00 0.00 0.000 0.00 0.00 0.00 0.01 Ieoni WR-VG86T(3/4") From 0 to 147 (130ft to 140ft) CCISeismic (4) rosenberger 125.00 0.00 0.000 0.00 0.00 0.00 0.01 Ieoni WR-VG86T(3/4") From 0 to 147 (120ft to130ft) CCISeismic (4) rosenberger 115.00 0.00 0.000 0.00 0.00 0.00 0.01 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 13 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehr Eh K K leoni WR-VG86T(3/4") From 0 to 147 (110ft to120ft) CCISeismic (4) rosenberger 105.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (100ft to11Oft) CCISeismic (4) rosenberger 95.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (90ft to100ft) CCISeismic (4) rosenberger 85.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (80ft to90ft) CCISeismic (4) rosenberger 75.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (70ft to80ft) CCISeismic (4) rosenberger 65.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (60ft to70ft) CCISeismic (4) rosenberger 55.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (50ft to60ft) CCISeismic (4) rosenberger 45.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (40ft to50ft) CCISeismic (4) rosenberger 35.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (30ft to40ft) CCISeismic (4) rosenberger 25.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (20ft to30ft) CCISeismic (4) rosenberger 15.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (10ft to20ft) CCISeismic (4) rosenberger 5.00 0.00 0.000 0.00 0.00 0.00 0.00 leoni WR-VG86T(3/4") From 0 to 147 (Oft to Oft) CCISeismic rosenberger leoni 143.50 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (140ft to147ft) CCISeismic rosenberger leoni 135.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (130ft to140ft) CCISeismic rosenberger leoni 125.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (120ft tol30ft) CCISeismic rosenberger leoni 115.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (110ft tol20ft) CCISeismic rosenberger leoni 105.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (100ft tol 10ft) CCISeismic rosenberger leoni 95.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (90ft to100ft) CCISeismic rosenberger leoni 85.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (80ft to90ft) CCISeismic rosenberger leoni 75.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (70ft to80ft) CCISeismic rosenberger leoni 65.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (60ft to70ft) CCISeismic rosenberger leoni 55.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (50ft to60ft) CCISeismic rosenberger leoni 45.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (40ft to50ft) tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 14 Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehr Eh K K CCISeismic rosenberger leoni 35.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (30ft to40ft) CCISeismic rosenberger leoni 25.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (20ft to30ft) CCISeismic rosenberger leoni 15.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (1 Oft to20ft) CCISeismic rosenberger leoni 5.00 0.00 0.000 0.00 0.00 0.00 0.00 FB-L98-002-XXX(3/8) From 0 to 147 (Oft to1Oft) CCISeismic (2) commscope 143.50 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (140ft to147ft) CCISeismic (2) commscope 135.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (130ft to140ft) CCISeismic (2) commscope 125.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (120ft to130ft) CCISeismic (2) commscope 115.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (110ft to120ft) CCISeismic (2) commscope 105.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (100ft to11Oft) CCISeismic (2) commscope 95.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (90ft tol00ft) CCISeismic (2) commscope 85.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (80ft to90ft) CCISeismic (2) commscope 75.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (70ft to80ft) CCISeismic (2) commscope 65.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (60ft to70ft) CCISeismic (2) commscope 55.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (50ft to60ft) CCISeismic (2) commscope 45.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (40ft to50ft) CCISeismic (2) commscope 35.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (30ft to40ft) CCISeismic (2) commscope 25.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (20ft to30ft) CCISeismic (2) commscope 15.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (1 Oft to20ft) CCISeismic (2) commscope 5.00 0.00 0.000 0.00 0.00 0.00 0.00 PWRT-608-S(13/16) From 0 to 147 (Oft to1Oft) CCISeismic misc 1" (Nominal) 143.50 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (140ft to147ft) CCISeismic misc 1" (Nominal) 135.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (130ft to140ft) CCISeismic misc 1" (Nominal) 125.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (120ft to130ft) CCISeismic misc 1" (Nominal) 115.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (110ft tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 Description Elevation Offset Azimuth Ev Ehx Ehr Eh ft From Angle K K K K Centroid ° ft September 09, 2021 CC/ BU No 842250 Page 15 to120ft) CCISeismic misc 1" (Nominal) 105.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (100ft tol 10ft) CCISeismic misc 1" (Nominal) 95.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (90ft to100ft) CCISeismic misc 1" (Nominal) 85.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (80ft to90ft) CCISeismic misc 1" (Nominal) 75.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (70ft to80ft) CCISeismic misc 1" (Nominal) 65.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (60ft to70ft) CCISeismic misc 1" (Nominal) 55.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (50ft to60ft) CCISeismic misc 1" (Nominal) 45.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (40ft to50ft) CCISeismic misc 1" (Nominal) 35.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (30ft to40ft) CCISeismic misc 1" (Nominal) 25.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (20ft to30ft) CCISeismic misc 1" (Nominal) 15.00 0.00 0.000 0.00 0.00 0.00 0.00 Conduit From 0 to 147 (1 Oft to20ft) CCISeismic misc 1" 5.00 0.00 0.000 0.00 0.00 0.00 0.00 (Nominal) Conduit From 0 to 147 (Oft to10ft) Discrete Tower Loads Offsets: Azimuth Placement CAAA Weight Description Face Offset CAAA or Type Horz Adjustmen ft Front Side K Leg Lateral t ft, ft, Vert ° ft ft ft AEQK w/ Mount Pipe A From Leg 4.00 0.000 147.00 No Ice 4.57 3.10 0.11 0.00 1/2" 4.89 3.53 0.15 4.00 Ice 5.23 3.97 0.20 1" Ice AEQK w/ Mount Pipe B From Leg 4.00 0.000 147.00 No Ice 4.57 3.10 0.11 0.00 1/2" 4.89 3.53 0.15 4.00 Ice 5.23 3.97 0.20 1" Ice AEQK w/ Mount Pipe C From Leg 4.00 0.000 147.00 No Ice 4.57 3.10 0.11 0.00 1/2" 4.89 3.53 0.15 4.00 Ice 5.23 3.97 0.20 1" Ice CMA- A From Leg 4.00 0.000 147.00 No Ice 24.52 8.38 0.15 UBTULBULBHH/6517/17/2 0.00 1/2" 25.68 9.38 0.28 1/21 w/ Mount Pipe 1.00 Ice 26.87 10.39 0.44 1" Ice CMA- C From Leg 4.00 0.000 147.00 No Ice 24.52 8.38 0.15 UBTULBULBHH/6517/17/2 0.00 1/2" 25.68 9.38 0.28 1/21 w/ Mount Pipe 1.00 Ice 26.87 10.39 0.44 1" Ice CMA- B From Leg 4.00 0.000 147.00 No Ice 24.52 8.38 0.15 UBTULBULBHH/6517/17/2 0.00 1/2" 25.68 9.38 0.28 tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft, ft, Vert ° ft ft ft 1/21 w/ Mount Pipe 1.00 Ice 26.87 10.39 0.44 1" Ice NNH4-65D-R6 w/ Mount A From Leg 4.00 0.000 147.00 No Ice 10.77 5.74 0.12 Pipe 0.00 1/2" 11.42 6.34 0.24 1.00 Ice 12.08 6.95 0.38 1" Ice NNH4-65D-R6 w/ Mount B From Leg 4.00 0.000 147.00 No Ice 10.77 5.74 0.12 Pipe 0.00 1/2" 11.42 6.34 0.24 1.00 Ice 12.08 6.95 0.38 1" Ice NNH4-65D-R6 w/ Mount C From Leg 4.00 0.000 147.00 No Ice 10.77 5.74 0.12 Pipe 0.00 1/2" 11.42 6.34 0.24 1.00 Ice 12.08 6.95 0.38 1" Ice RRH4X25-WCS A From Leg 4.00 0.000 147.00 No Ice 3.84 3.34 0.09 0.00 1/2" 4.09 3.59 0.13 1.00 Ice 4.36 3.84 0.16 1" Ice RRH4X25-WCS B From Leg 4.00 0.000 147.00 No Ice 3.84 3.34 0.09 0.00 1/2" 4.09 3.59 0.13 1.00 Ice 4.36 3.84 0.16 1" Ice RRH4X25-WCS C From Leg 4.00 0.000 147.00 No Ice 3.84 3.34 0.09 0.00 1/2" 4.09 3.59 0.13 1.00 Ice 4.36 3.84 0.16 1" Ice AHCA_CCIV3 A From Leg 4.00 0.000 147.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1" Ice AHCA_CCIV3 B From Leg 4.00 0.000 147.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1" Ice AHCA_CCIV3 C From Leg 4.00 0.000 147.00 No Ice 1.53 0.82 0.04 0.00 1/2" 1.69 0.95 0.05 1.00 Ice 1.85 1.08 0.06 1" Ice B25 RRH4x30-4R A From Leg 4.00 0.000 147.00 No Ice 2.14 1.31 0.05 0.00 1/2" 2.33 1.46 0.07 1.00 Ice 2.53 1.63 0.09 1" Ice B25 RRH4x30-4R B From Leg 4.00 0.000 147.00 No Ice 2.14 1.31 0.05 0.00 1/2" 2.33 1.46 0.07 1.00 Ice 2.53 1.63 0.09 1" Ice B25 RRH4x30-4R C From Leg 4.00 0.000 147.00 No Ice 2.14 1.31 0.05 0.00 1/2" 2.33 1.46 0.07 1.00 Ice 2.53 1.63 0.09 1" Ice DC6-48-60-18-8F A From Leg 4.00 0.000 147.00 No Ice 1.21 1.21 0.03 0.00 1/2" 1.89 1.89 0.05 1.00 Ice 2.11 2.11 0.08 1" Ice DC6-48-60-18-8F B From Leg 4.00 0.000 147.00 No Ice 1.21 1.21 0.03 0.00 1/2" 1.89 1.89 0.05 1.00 Ice 2.11 2.11 0.08 1" Ice DC6-48-60-18-8F C From Leg 4.00 0.000 147.00 No Ice 1.21 1.21 0.03 0.00 1/2" 1.89 1.89 0.05 1.00 Ice 2.11 2.11 0.08 1" Ice AHLBA A From Leg 4.00 0.000 147.00 No Ice 2.23 1.32 0.08 0.00 1/2" 2.42 1.48 0.09 1.00 Ice 2.62 1.64 0.12 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustmen ft Leg Lateral t Vert ° ft ft ft September 09, 2021 CC/ BU No 842250 Page 17 CAAA CAAA Weight Front Side K ft, ft, 1" Ice AHLBA B From Leg 4.00 0.000 147.00 No Ice 2.23 0.00 1/2" 2.42 1.00 Ice 2.62 1" Ice AHLBA C From Leg 4.00 0.000 147.00 No Ice 2.23 0.00 1/2" 2.42 1.00 Ice 2.62 1" Ice B66A RRH4X45 A From Leg 4.00 0.000 147.00 No Ice 2.58 0.00 1/2" 2.79 1.00 Ice 3.01 1" Ice B66A RRH4X45 B From Leg 4.00 0.000 147.00 No Ice 2.58 0.00 1/2" 2.79 1.00 Ice 3.01 1" Ice B66A RRH4X45 C From Leg 4.00 0.000 147.00 No Ice 2.58 0.00 1/2" 2.79 1.00 Ice 3.01 1" Ice Platform Mount [LP 301- C None 0.000 147.00 No Ice 35.03 1_KCKR] 1/2" 44.46 Ice 53.72 1" Ice PRK-SFS-NA C None 0.000 147.00 No Ice 9.16 1/2" 10.73 Ice 12.31 1" Ice 6' x 2" Mount Pipe A None 0.000 147.00 No Ice 1.43 1/2" 1.92 Ice 2.29 1" Ice 6' x 2" Mount Pipe B None 0.000 147.00 No Ice 1.43 1/2" 1.92 Ice 2.29 1" Ice 6' x 2" Mount Pipe C None 0.000 147.00 No Ice 1.43 1/2" 1.92 Ice 2.29 1" Ice Tower Pressures - No Ice GH = 1.100 1.32 0.08 1.48 0.09 1.64 0.12 1.32 0.08 1.48 0.09 1.64 0.12 1.63 0.07 1.81 0.09 2.00 0.11 1.63 0.07 1.81 0.09 2.00 0.11 1.63 0.07 1.81 0.09 2.00 0.11 35.03 1.86 44.46 2.52 53.72 3.33 9.16 0.59 10.73 0.78 12.31 0.98 1.43 0.02 1.92 0.03 2.29 0.05 1.43 0.02 1.92 0.03 2.29 0.05 1.43 0.02 1.92 0.03 2.29 0.05 Section Elevation ft z ft Kz qz psf AG ft, F a c e AF ft, AR ft, A,eg ft, Leg % CAAA In Face ft, CAAA Out Face It, L1150.00- 121.89 1.319 28.87 114.18 A 0.000 114.185 114.185 100.00 0.000 0.000 97.00 5 B 0.000 114.185 100.00 0.000 0.000 C 0.000 114.185 100.00 0.000 0.000 L2 97.00- 71.73 1.18 25.76 147.61 A 0.000 147.610 147.610 100.00 0.000 0.000 47.92 0 B 0.000 147.610 100.00 0.000 0.000 C 0.000 147.610 100.00 0.000 0.000 L3 47.92-0.00 24.16 0.938 20.37 182.35 A 0.000 182.356 182.356 100.00 0.000 0.000 6 B 0.000 182.356 100.00 0.000 0.000 C 0.000 182.356 100.00 0.000 0.000 Tower Pressure - With Ice GH = 1.100 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 18 Section Elevation ft z ft Kz q= psf tz in AG ftz F a c e AF ftz AR ftz &g ftz Leg % CAAA In Face ftz CAAA Out Face ftz L1150.00- 121.89 1.319 2.71 0.9686 122.742 A 0.000 122.742 122.742 100.00 0.000 0.000 97.00 B 0.000 122.742 100.00 0.000 0.000 C 0.000 122.742 100.00 0.000 0.000 L2 97.00-47.92 71.73 1.18 2.41 0.9186 155.533 A 0.000 155.533 155.533 100.00 0.000 0.000 B 0.000 155.533 100.00 0.000 0.000 C 0.000 155.533 100.00 0.000 0.000 L3 47.92-0.00 24.16 0.938 1.91 0.8239 189.693 A 0.000 189.693 189.693 100.00 0.000 0.000 B 0.000 189.693 100.00 0.000 0.000 C 0.000 189.693 100.00 0.000 0.000 Tower Pressure - Service GH = 1.100 Section Elevation ft z ft Kz q= psf AG ft, F a c e AF ft, AR ft, &g ft, Leg % CAAA In Face ftz CAAA Out Face ftz L1150.00- 121.89 1.319 10.19 114.18 A 0.000 114.185 114.185 100.00 0.000 0.000 97.00 5 B 0.000 114.185 100.00 0.000 0.000 C 0.000 114.185 100.00 0.000 0.000 L2 97.00- 71.73 1.18 9.09 147.61 A 0.000 147.610 147.610 100.00 0.000 0.000 47.92 0 B 0.000 147.610 100.00 0.000 0.000 C 0.000 147.610 100.00 0.000 0.000 L3 47.92-0.00 24.16 0.938 7.19 182.35 A 0.000 182.356 182.356 100.00 0.000 0.000 6 B 0.000 182.356 100.00 0.000 0.000 C 0.000 182.356 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 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 tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 19 Comb. Description No. 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 n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 150 - 97 Pole Max Tension 14 0.00 0 0 Max. Compression 26 -16.34 0 0 Max. Mx 8 -9.87 -315 0 Max. My 14 -9.87 0 -315 Max. Vy 8 7.97 -315 0 Max. Vx 14 7.97 0 -315 Max. Torque 4 0 L2 97 - 47.92 Pole Max Tension 1 0.00 0 0 Max. Compression 26 -26.10 0 0 Max. Mx 8 -17.64 -765 0 Max. My 2 -17.64 0 765 Max. Vy 8 10.84 -765 0 Max. Vx 2 -10.84 0 765 Max. Torque 24 0 L3 47.92 - 0 Pole Max Tension 1 0.00 0 0 Max. Compression 26 -41.63 0 0 Max. Mx 8 -30.71 -1421 0 Max. My 2 -30.71 0 1421 Max. Vy 8 13.80 -1421 0 Max. Vx 2 -13.80 0 1421 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 Sectio Elevation Component Condition n ft Type No. Max. Torque September 09, 2021 CC/ BU No 842250 Page 20 Gov. Axial Major Axis Minor Axis Load K Moment Moment Comb. kip-ft kip-ft 24 0 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 26 41.63 0.00 0.00 Max. H. 21 23.04 13.78 0.00 Max. H. 3 23.04 0.00 13.78 Max. Mx 2 1421 0.00 13.78 Max. M. 8 1421 -13.78 0.00 Max. Torsion 24 0 6.89 11.94 Min. Vert 52 18.58 0.00 4.50 Min. H. 9 23.04 -13.78 0.00 Min. H. 15 23.04 0.00 -13.78 Min. Mx 14 -1421 0.00 -13.78 Min. M, 20 -1421 13.78 0.00 Min. Torsion 4 0 -6.89 11.94 Tower Mast Reaction Summary Load Vertical Shear, Shear: Overturning Overturning Torque Combination K K K Moment, Mx Moment, M� kip-ft kip-ft kip-ft Dead Only 25.60 0.00 0.00 0 0 1.2 Dead+1.0 Wind 0 deg - 30.72 0.00 -13.78 -1421 0 No Ice 0.9 Dead+1.0 Wind 0 deg - 23.04 0.00 -13.78 -1407 0 No Ice 1.2 Dead+1.0 Wind 30 deg - 30.72 6.89 -11.94 -1231 -711 No Ice 0.9 Dead+1.0 Wind 30 deg - 23.04 6.89 -11.94 -1219 -704 No Ice 1.2 Dead+1.0 Wind 60 deg- 30.72 11.94 -6.89 -711 -1231 No Ice 0.9 Dead+1.0 Wind 60 deg- 23.04 11.94 -6.89 -704 -1219 No Ice 1.2 Dead+1.0 Wind 90 deg - 30.72 13.78 0.00 0 -1421 No Ice 0.9 Dead+1.0 Wind 90 deg - 23.04 13.78 0.00 0 -1407 No Ice 1.2 Dead+1.0 Wind 120 deg 30.72 11.94 6.89 711 -1231 - No Ice 0.9 Dead+1.0 Wind 120 deg 23.04 11.94 6.89 704 -1219 - No Ice 1.2 Dead+1.0 Wind 150 deg 30.72 6.89 11.94 1231 -711 - No Ice 0.9 Dead+1.0 Wind 150 deg 23.04 6.89 11.94 1219 -704 - No Ice 1.2 Dead+1.0 Wind 180 deg 30.72 0.00 13.78 1421 0 - No Ice 0.9 Dead+1.0 Wind 180 deg 23.04 0.00 13.78 1407 0 - No Ice 1.2 Dead+1.0 Wind 210 deg 30.72 -6.89 11.94 1231 711 - No Ice 0.9 Dead+1.0 Wind 210 deg 23.04 -6.89 11.94 1219 704 - No Ice 1.2 Dead+1.0 Wind 240 deg 30.72 -11.94 6.89 711 1231 - No Ice 0.9 Dead+1.0 Wind 240 deg 23.04 -11.94 6.89 704 1219 - No Ice 1.2 Dead+1.0 Wind 270 deg 30.72 -13.78 0.00 0 1421 - No Ice tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 21 Load Combination Vertical K Shearx K Shear K Overturning Moment, K kip-ft Overturning Moment, M� kip-ft Torque kip-ft 0.9 Dead+1.0 Wind 270 deg 23.04 -13.78 0.00 0 1407 0 - No Ice 1.2 Dead+1.0 Wind 300 deg 30.72 -11.94 -6.89 -711 1231 0 - No Ice 0.9 Dead+1.0 Wind 300 deg 23.04 -11.94 -6.89 -704 1219 0 - No Ice 1.2 Dead+1.0 Wind 330 deg 30.72 -6.89 -11.94 -1231 711 0 - No Ice 0.9 Dead+1.0 Wind 330 deg 23.04 -6.89 -11.94 -1219 704 0 - No Ice 1.2 Dead+1.0 Ice+1.0 Temp 41.63 0.00 0.00 0 0 0 1.2 Dead+1.0 Wind 0 41.63 0.00 -2.07 -211 0 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 41.63 1.04 -1.79 -183 -105 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 41.63 1.79 -1.04 -105 -183 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 41.63 2.07 0.00 0 -211 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 41.63 1.79 1.04 105 -183 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 41.63 1.04 1.79 183 -105 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 41.63 0.00 2.07 211 0 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 41.63 -1.04 1.79 183 105 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 41.63 -1.79 1.04 105 183 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 41.63 -2.07 0.00 0 211 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 41.63 -1.79 -1.04 -105 183 0 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 41.63 -1.04 -1.79 -183 105 0 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 25.60 0.00 -4.87 -499 0 0 Dead+Wind 30 deg - Service 25.60 2.43 -4.22 -432 -250 0 Dead+Wind 60 deg - Service 25.60 4.22 -2.43 -250 -432 0 Dead+Wind 90 deg - Service 25.60 4.87 0.00 0 -499 0 Dead+Wind 120 deg - 25.60 4.22 2.43 250 -432 0 Service Dead+Wind 150 deg - 25.60 2.43 4.22 432 -250 0 Service Dead+Wind 180 deg - 25.60 0.00 4.87 499 0 0 Service Dead+Wind 210 deg - 25.60 -2.43 4.22 432 250 0 Service Dead+Wind 240 deg - 25.60 -4.22 2.43 250 432 0 Service Dead+Wind 270 deg - 25.60 -4.87 0.00 0 499 0 Service Dead+Wind 300 deg - 25.60 -4.22 -2.43 -250 432 0 Service Dead+Wind 330 deg - 25.60 -2.43 -4.22 -432 250 0 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 35.18 0.00 -4.50 -591 0 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 0 18.58 0.00 -4.50 -578 0 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 35.18 2.25 -3.90 -512 -296 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 18.58 2.25 -3.90 -500 -289 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 35.18 3.90 -2.25 -296 -512 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 60 18.58 3.90 -2.25 -289 -500 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 35.18 4.50 0.00 0 -591 0 deg tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 22 Load Vertical Shearx Shear Overturning Overturning Torque Combination K K K Moment, K Moment, M� kip-ft 0.9 Dead-1.0 Ev+1.0 Eh 90 18.58 4.50 0.00 0 -578 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 35.18 3.90 2.25 296 -512 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 18.58 3.90 2.25 289 -500 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 35.18 2.25 3.90 512 -296 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 18.58 2.25 3.90 500 -289 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 35.18 0.00 4.50 591 0 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 18.58 0.00 4.50 578 0 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 35.18 -2.25 3.90 512 296 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 18.58 -2.25 3.90 500 289 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 35.18 -3.90 2.25 296 512 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 18.58 -3.90 2.25 289 500 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 35.18 -4.50 0.00 0 591 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 18.58 -4.50 0.00 0 578 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 35.18 -3.90 -2.25 -296 512 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 18.58 -3.90 -2.25 -289 500 0 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 35.18 -2.25 -3.90 -512 296 0 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 18.58 -2.25 -3.90 -500 289 0 deg Solution Summary Load Comb. PX K Sum of Applied Forces PY K PZ K PX K Sum of Reactions PY K PZ K % Error 1 0.00 -25.60 0.00 0.00 25.60 0.00 0.000% 2 0.00 -30.72 -13.78 0.00 30.72 13.78 0.006% 3 0.00 -23.04 -13.78 0.00 23.04 13.78 0.005% 4 6.89 -30.72 -11.94 -6.89 30.72 11.94 0.001 % 5 6.89 -23.04 -11.94 -6.89 23.04 11.94 0.001 % 6 11.94 -30.72 -6.89 -11.94 30.72 6.89 0.001 % 7 11.94 -23.04 -6.89 -11.94 23.04 6.89 0.001 % 8 13.78 -30.72 0.00 -13.78 30.72 0.00 0.006% 9 13.78 -23.04 0.00 -13.78 23.04 0.00 0.005% 10 11.94 -30.72 6.89 -11.94 30.72 -6.89 0.001 % 11 11.94 -23.04 6.89 -11.94 23.04 -6.89 0.001 % 12 6.89 -30.72 11.94 -6.89 30.72 -11.94 0.001 % 13 6.89 -23.04 11.94 -6.89 23.04 -11.94 0.001 % 14 0.00 -30.72 13.78 0.00 30.72 -13.78 0.006% 15 0.00 -23.04 13.78 0.00 23.04 -13.78 0.005% 16 -6.89 -30.72 11.94 6.89 30.72 -11.94 0.001 % 17 -6.89 -23.04 11.94 6.89 23.04 -11.94 0.001 % 18 -11.94 -30.72 6.89 11.94 30.72 -6.89 0.001 % 19 -11.94 -23.04 6.89 11.94 23.04 -6.89 0.001 % 20 -13.78 -30.72 0.00 13.78 30.72 0.00 0.006% 21 -13.78 -23.04 0.00 13.78 23.04 0.00 0.005% 22 -11.94 -30.72 -6.89 11.94 30.72 6.89 0.001 % 23 -11.94 -23.04 -6.89 11.94 23.04 6.89 0.001 % 24 -6.89 -30.72 -11.94 6.89 30.72 11.94 0.001 % 25 -6.89 -23.04 -11.94 6.89 23.04 11.94 0.001 % 26 0.00 -41.63 0.00 0.00 41.63 0.00 0.000% 27 0.00 -41.63 -2.07 0.00 41.63 2.07 0.001 % tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 September 09, 2021 CC/ BU No 842250 Page 23 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 28 1.04 -41.63 -1.79 -1.04 41.63 1.79 0.001 % 29 1.79 -41.63 -1.04 -1.79 41.63 1.04 0.001 % 30 2.07 -41.63 0.00 -2.07 41.63 0.00 0.001 % 31 1.79 -41.63 1.04 -1.79 41.63 -1.04 0.001 % 32 1.04 -41.63 1.79 -1.04 41.63 -1.79 0.001 % 33 0.00 -41.63 2.07 0.00 41.63 -2.07 0.001 % 34 -1.04 -41.63 1.79 1.04 41.63 -1.79 0.001 % 35 -1.79 -41.63 1.04 1.79 41.63 -1.04 0.001 % 36 -2.07 -41.63 0.00 2.07 41.63 0.00 0.001 % 37 -1.79 -41.63 -1.04 1.79 41.63 1.04 0.001 % 38 -1.04 -41.63 -1.79 1.04 41.63 1.79 0.001 % 39 0.00 -25.60 -4.87 0.00 25.60 4.87 0.002% 40 2.43 -25.60 -4.22 -2.43 25.60 4.22 0.002% 41 4.22 -25.60 -2.43 -4.22 25.60 2.43 0.002% 42 4.87 -25.60 0.00 -4.87 25.60 0.00 0.002% 43 4.22 -25.60 2.43 -4.22 25.60 -2.43 0.002% 44 2.43 -25.60 4.22 -2.43 25.60 -4.22 0.002% 45 0.00 -25.60 4.87 0.00 25.60 -4.87 0.002% 46 -2.43 -25.60 4.22 2.43 25.60 -4.22 0.002% 47 -4.22 -25.60 2.43 4.22 25.60 -2.43 0.002% 48 -4.87 -25.60 0.00 4.87 25.60 0.00 0.002% 49 -4.22 -25.60 -2.43 4.22 25.60 2.43 0.002% 50 -2.43 -25.60 -4.22 2.43 25.60 4.22 0.002% 51 0.00 -35.18 -4.50 0.00 35.18 4.50 0.003% 52 0.00 -18.58 -4.50 0.00 18.58 4.50 0.007% 53 2.25 -35.18 -3.90 -2.25 35.18 3.90 0.003% 54 2.25 -18.58 -3.90 -2.25 18.58 3.90 0.007% 55 3.90 -35.18 -2.25 -3.90 35.18 2.25 0.003% 56 3.90 -18.58 -2.25 -3.90 18.58 2.25 0.007% 57 4.50 -35.18 0.00 -4.50 35.18 0.00 0.003% 58 4.50 -18.58 0.00 -4.50 18.58 0.00 0.007% 59 3.90 -35.18 2.25 -3.90 35.18 -2.25 0.003% 60 3.90 -18.58 2.25 -3.90 18.58 -2.25 0.007% 61 2.25 -35.18 3.90 -2.25 35.18 -3.90 0.003% 62 2.25 -18.58 3.90 -2.25 18.58 -3.90 0.007% 63 0.00 -35.18 4.50 0.00 35.18 -4.50 0.003% 64 0.00 -18.58 4.50 0.00 18.58 -4.50 0.007% 65 -2.25 -35.18 3.90 2.25 35.18 -3.90 0.003% 66 -2.25 -18.58 3.90 2.25 18.58 -3.90 0.007% 67 -3.90 -35.18 2.25 3.90 35.18 -2.25 0.003% 68 -3.90 -18.58 2.25 3.90 18.58 -2.25 0.007% 69 -4.50 -35.18 0.00 4.50 35.18 0.00 0.003% 70 -4.50 -18.58 0.00 4.50 18.58 0.00 0.007% 71 -3.90 -35.18 -2.25 3.90 35.18 2.25 0.003% 72 -3.90 -18.58 -2.25 3.90 18.58 2.25 0.007% 73 -2.25 -35.18 -3.90 2.25 35.18 3.90 0.003% 74 -2.25 -18.58 -3.90 2.25 18.58 3.90 0.007% Non -Linear Convergence Results Load Combination Converged? Number of Cycle: 1 Yes 6 2 Yes 13 3 Yes 13 4 Yes 15 5 Yes 15 6 Yes 15 7 Yes 15 8 Yes 13 9 Yes 13 10 Yes 15 11 Yes 15 12 Yes 15 13 Yes 15 14 Yes 13 15 Yes 13 Displacement Tolerance Force Tolerance 0.00000001 0.00000001 0.00011262 0.00012475 0.00007653 0.00010840 0.00000001 0.00009004 0.00000001 0.00007265 0.00000001 0.00009004 0.00000001 0.00007265 0.00011262 0.00012475 0.00007653 0.00010840 0.00000001 0.00009004 0.00000001 0.00007265 0.00000001 0.00009004 0.00000001 0.00007265 0.00011262 0.00012475 0.00007653 0.00010840 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 16 Yes 15 0.00000001 0.00009004 17 Yes 15 0.00000001 0.00007265 18 Yes 15 0.00000001 0.00009004 19 Yes 15 0.00000001 0.00007265 20 Yes 13 0.00011262 0.00012475 21 Yes 13 0.00007653 0.00010840 22 Yes 15 0.00000001 0.00009004 23 Yes 15 0.00000001 0.00007265 24 Yes 15 0.00000001 0.00009004 25 Yes 15 0.00000001 0.00007265 26 Yes 6 0.00000001 0.00000001 27 Yes 13 0.00000001 0.00003858 28 Yes 13 0.00000001 0.00004017 29 Yes 13 0.00000001 0.00004017 30 Yes 13 0.00000001 0.00003858 31 Yes 13 0.00000001 0.00004017 32 Yes 13 0.00000001 0.00004017 33 Yes 13 0.00000001 0.00003858 34 Yes 13 0.00000001 0.00004017 35 Yes 13 0.00000001 0.00004017 36 Yes 13 0.00000001 0.00003858 37 Yes 13 0.00000001 0.00004017 38 Yes 13 0.00000001 0.00004017 39 Yes 13 0.00000001 0.00004793 40 Yes 13 0.00000001 0.00003945 41 Yes 13 0.00000001 0.00003945 42 Yes 13 0.00000001 0.00004793 43 Yes 13 0.00000001 0.00003945 44 Yes 13 0.00000001 0.00003945 45 Yes 13 0.00000001 0.00004793 46 Yes 13 0.00000001 0.00003945 47 Yes 13 0.00000001 0.00003945 48 Yes 13 0.00000001 0.00004793 49 Yes 13 0.00000001 0.00003945 50 Yes 13 0.00000001 0.00003945 51 Yes 13 0.00014086 0.00006553 52 Yes 12 0.00014766 0.00013079 53 Yes 13 0.00014064 0.00005736 54 Yes 12 0.00014738 0.00011032 55 Yes 13 0.00014064 0.00005736 56 Yes 12 0.00014738 0.00011032 57 Yes 13 0.00014086 0.00006553 58 Yes 12 0.00014766 0.00013079 59 Yes 13 0.00014064 0.00005736 60 Yes 12 0.00014738 0.00011032 61 Yes 13 0.00014064 0.00005736 62 Yes 12 0.00014738 0.00011032 63 Yes 13 0.00014086 0.00006553 64 Yes 12 0.00014766 0.00013079 65 Yes 13 0.00014064 0.00005736 66 Yes 12 0.00014738 0.00011032 67 Yes 13 0.00014064 0.00005736 68 Yes 12 0.00014738 0.00011032 69 Yes 13 0.00014086 0.00006553 70 Yes 12 0.00014766 0.00013079 71 Yes 13 0.00014064 0.00005736 72 Yes 12 0.00014738 0.00011032 73 Yes 13 0.00014064 0.00005736 74 Yes 12 0.00014738 0.00011032 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 150 - 97 20.57 42 1.265 0.000 L2 100.92 - 47.92 9.01 42 0.888 0.000 L3 53 - 0 2.37 42 0.418 0.000 September 09, 2021 CC/ BU No 842250 Page 24 tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 25 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 148.50 CCISeismic Tower Section 1 - 1 42 20.19 1.254 0.000 48015 147.00 AEQK w/ Mount Pipe 42 19.81 1.244 0.000 48015 143.50 CCISeismic (20) andrew LDF5- 42 18.91 1.219 0.000 36935 50A(7/8") From 0 to 147 (140ft to147ft) 142.00 CCISeismic Tower Section 1 - 2 42 18.53 1.209 0.000 30009 135.00 CCISeismic (20) andrew LDF5- 42 16.77 1.159 0.000 16005 50A(7/8") From 0 to 147 (130ft to140ft) 132.00 CCISeismic Tower Section 1 - 3 42 16.02 1.137 0.000 13337 125.00 CCISeismic (20) andrew LDF5- 42 14.31 1.086 0.000 9602 50A(7/8") From 0 to 147 (120ft tol 30ft) 122.00 CCISeismic Tower Section 1 - 4 42 13.60 1.063 0.000 8573 115.00 CCISeismic (20) andrew LDF5- 42 11.98 1.008 0.000 6858 50A(7/8") From 0 to 147 (110ft to120ft) 112.00 CCISeismic Tower Section 1 - 5 42 11.32 0.983 0.000 6317 105.00 CCISeismic (20) andrew LDF5- 42 9.83 0.924 0.000 5334 50A(7/8") From 0 to 147 (100ft tol 10ft) 102.00 CCISeismic Tower Section 1 - 6 42 9.23 0.897 0.000 5047 99.42 CCISeismic Tower Section 2 - 1 42 8.72 0.874 0.000 4938 95.00 CCISeismic (20) andrew LDF5- 42 7.90 0.833 0.000 4952 50A(7/8") From 0 to 147 (90ft to100ft) 92.92 CCISeismic Tower Section 2 - 2 42 7.53 0.813 0.000 4975 85.00 CCISeismic (20) andrew LDF5- 42 6.21 0.735 0.000 5061 50A(7/8") From 0 to 147 (80ft to90ft) 82.92 CCISeismic Tower Section 2 - 3 42 5.89 0.714 0.000 5084 75.00 CCISeismic (20) andrew LDF5- 42 4.76 0.634 0.000 5175 50A(7/8") From 0 to 147 (70ft to80ft) 72.92 CCISeismic Tower Section 2 - 4 42 4.49 0.613 0.000 5199 65.00 CCISeismic (20) andrew LDF5- 42 3.54 0.534 0.000 5294 50A(7/8") From 0 to 147 (60ft to70ft) 62.92 CCISeismic Tower Section 2 - 5 42 3.31 0.513 0.000 5320 55.00 CCISeismic (20) andrew LDF5- 42 2.55 0.437 0.000 5435 50A(7/8") From 0 to 147 (50ft to60ft) 52.92 CCISeismic Tower Section 2 - 6 42 2.37 0.418 0.000 5525 51.50 CCISeismic Tower Section 3 - 1 42 2.25 0.405 0.000 5630 45.00 CCISeismic Tower Section 3 - 2 42 1.77 0.347 0.000 6412 35.00 CCISeismic Tower Section 3 - 3 42 1.18 0.263 0.000 8244 25.00 CCISeismic Tower Section 3 - 4 42 0.74 0.184 0.000 11542 15.00 CCISeismic Tower Section 3 - 5 42 0.40 0.109 0.000 19236 5.00 CCISeismic Tower Section 3 - 6 42 0.13 0.036 0.000 57708 Maximum Tower Deflections - Design Wind Elevation Horz. Gov. Tilt Twist Section No. ft Deflection Load ° in Comb. L1 150 - 97 58.67 2 3.610 0.000 L2 100.92 - 47.92 25.70 2 2.533 0.000 L3 53 - 0 6.76 4 1.193 0.000 Critical Deflections and Radius of Curvature - Design Wind tnxTower Report - version 8.1.1.0 September 09, 2021 150 Ft Monopole Tower Structural Analysis CC/ BU No 842250 Project Number 37521-1103.001.7805, Order 565153, Revision 0 Page 26 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. It 148.50 CCISeismic Tower Section 1 - 1 2 57.57 3.580 0.000 16909 147.00 AEQK w/ Mount Pipe 2 56.48 3.550 0.000 16909 143.50 CCISeismic (20) andrew LDF5- 2 53.94 3.480 0.000 13006 50A(7/8") From 0 to 147 (140ft to147ft) 142.00 CCISeismic Tower Section 1 - 2 2 52.85 3.450 0.000 10567 135.00 CCISeismic (20) andrew LDF5- 2 47.81 3.308 0.000 5635 50A(7/8") From 0 to 147 (130ft to140ft) 132.00 CCISeismic Tower Section 1 - 3 2 45.68 3.246 0.000 4695 125.00 CCISeismic (20) andrew LDF5- 2 40.81 3.098 0.000 3380 50A(7/8") From 0 to 147 (120ft to130ft) 122.00 CCISeismic Tower Section 1 - 4 2 38.78 3.033 0.000 3017 115.00 CCISeismic (20) andrew LDF5- 2 34.17 2.876 0.000 2413 50A(7/8") From 0 to 147 (110ft to120ft) 112.00 CCISeismic Tower Section 1 - 5 2 32.27 2.806 0.000 2222 105.00 CCISeismic (20) andrew LDF5- 2 28.03 2.637 0.000 1875 50A(7/8") From 0 to 147 (100ft to11Oft) 102.00 CCISeismic Tower Section 1 - 6 2 26.30 2.561 0.000 1774 99.42 CCISeismic Tower Section 2 - 1 2 24.87 2.494 0.000 1735 95.00 CCISeismic (20) andrew LDF5- 2 22.52 2.376 0.000 1740 50A(7/8") From 0 to 147 (90ft to100ft) 92.92 CCISeismic Tower Section 2 - 2 2 21.46 2.319 0.000 1747 85.00 CCISeismic (20) andrew LDF5- 2 17.70 2.097 0.000 1777 50A(7/8") From 0 to 147 (80ft to90ft) 82.92 CCISeismic Tower Section 2 - 3 4 16.79 2.037 0.000 1785 75.00 CCISeismic (20) andrew LDF5- 4 13.56 1.809 0.000 1816 50A(7/8") From 0 to 147 (70ft to80ft) 72.92 CCISeismic Tower Section 2 - 4 4 12.79 1.749 0.000 1825 65.00 CCISeismic (20) andrew LDF5- 4 10.09 1.522 0.000 1858 50A(7/8") From 0 to 147 (60ft to70ft) 62.92 CCISeismic Tower Section 2 - 5 4 9.44 1.464 0.000 1866 55.00 CCISeismic (20) andrew LDF5- 4 7.25 1.246 0.000 1906 50A(7/8") From 0 to 147 (50ft to60ft) 52.92 CCISeismic Tower Section 2 - 6 4 6.75 1.191 0.000 1938 51.50 CCISeismic Tower Section 3 - 1 4 6.41 1.153 0.000 1975 45.00 CCISeismic Tower Section 3 - 2 4 5.05 0.988 0.000 2249 35.00 CCISeismic Tower Section 3 - 3 4 3.37 0.749 0.000 2891 25.00 CCISeismic Tower Section 3 - 4 4 2.11 0.525 0.000 4047 15.00 CCISeismic Tower Section 3 - 5 4 1.15 0.311 0.000 6744 5.00 CCISeismic Tower Section 3 - 6 4 0.36 0.103 0.000 20232 Compression Checks Pole Design Data Section Elevation Size L Ln Kl/r A P. OPn Ratio No. it ft ft inz K K P. OPn L1 150 - 97 (1) TP30.997x20x0.25 53.00 0.00 0.0 23.752 -9.87 1389.51 0.007 3 L2 97-47.92(2) TP40.682x29.6836x0.312 53.00 0.00 0.0 38.995 -17.64 2281.26 0.008 5 9 L3 47.92-0(3) TP50x39.0028x0.375 53.00 0.00 0.0 59.066 -30.71 3455.37 0.009 2 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 Pole Bending Design Data Section Elevation Size Mux 0Mnx Ratio No. ft kip-ft kip-ft Mx 0Mnx L1 150 - 97 (1) TP30.997x20x0.25 315 1019 0.310 L2 97 - 47.92 (2) TP40.682x29.6836x0.312 765 2161 0.354 5 L3 47.92-0(3) TP50x39.0028x0.375 1422 4061 0.350 Pole Shear Design Data Section Elevation Size No. ft L1 150 - 97 (1) TP30.997x20x0.25 L2 97-47.92(2) TP40.682x29.6836x0.312 5 L3 47.92-0(3) TP50x39.0028x0.375 September 09, 2021 CC/ BU No 842250 Page 27 M"Y W-Y Ratio kip-ft kip-ft M Y OMny 0 1019 0.000 0 2161 0.000 0 4061 0.000 Actual ovn Ratio Actual OTn Ratio VU K Vn Tn kip-ft T K oyn kip-ft OTn 7.97 416.85 0.019 0 1093 0.000 10.84 684.38 0.016 0 2356 0.000 13.80 1036.61 0.013 0 4505 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. ft Pn Mux M Y Vn Tn Stress Stress OPn 010nx OMny OVn OTn Ratio Ratio L1 150 - 97 (1) 0.007 0.310 0.000 0.019 0.000 0.317 1.050 4.8.2 L2 97 - 47.92 (2) 0.008 0.354 0.000 0.016 0.000 0.362 1.050 4.8.2 L3 47.92-0(3) 0.009 0.350 0.000 0.013 0.000 0.359 1.050 4.8.2 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K OPaflm K % Capacity Pass Fail L1 150 - 97 Pole TP30.997x20x0.25 1 -9.87 1458.99 30.2 Pass L2 97-47.92 Pole TP40.682x29.6836x0.3125 2 -17.64 2395.32 34.5 Pass L3 47.92-0 Pole TP50x39.0028x0.375 3 -30.71 3628.14 34.2 Pass Summary Pole (1-2) 34.5 Pass RATING = 34.5 Pass tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 APPENDIX B BASE LEVEL DRAWING September 09, 2021 CC/ BU No 842250 Page 28 tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 BUSINESS UNIT:842250 TOWER ID:C BASELEVEL September 09, 2021 CC/ BU No 842250 Page 29 (PROPOSED EQUIPMENT CONFIGURATION) (4) 3/8" TO 147 FT LEVEL (4) 3/4" TO 147 FT LEVEL (2) 13/16" TO 147 FT LEVEL (20) 7/8" TO 147 FT LEVEL tnxTower Report - version 8.1.1.0 150 Ft Monopole Tower Structural Analysis Project Number 37521-1103.001.7805, Order 565153, Revision 0 APPENDIX C ADDITIONAL CALCULATIONS September 09, 2021 CC/ BU No 842250 Page 30 tnxTower Report - version 8.1.1.0 Monopole Base Plate Connection BU # 842250 Site Name JEDMONDS ESPERANC Order # 565153 Rev 0 Analysis Considerations TIA-222 Revision H Grout Considered: No I., (in) 2.25 Applied Loads Moment (kip-ft) 1421.61 Axial Force (kips) 30.71 Shear Force (kips) 13.80 *TIA-222-H Section 15.5 Applied Anchor Rod Data (14) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 57" BC Base Plate Data 63" OD x 2.5" Plate (A572-60; Fy=60 ksi, Fu=75 ksi) Stiffener Data N/A Pole Data 50" x 0.375" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) CCCROWN CASTLE O O O O O O O O O O O O O O Anchor Rod Summary (units of kips, kip -in) Pu_t = 83.26 (�Pn_t = 243.75 Stress Rating Vu = 0.99 (�Vn = 149.1 32.5% Mu = n/a (Mn = n/a Pass Base Plate Summary Max Stress (ksi): 11.14 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 19.6% Pass CClplate - Version 4.1.2 Analysis Date: 9/7/2021 Drilled Pier Foundation BU#: Site Name: Order Number: TIA-222 Revison: Tower Type: 842250 EDMONDS ESPERANCE 565153 Rev 0 H Monopole Applied Loads Comp. Uplift Moment (kip-ft) 1421.58 Axial Force (kips)l (kips) 30.72 Shear Force (kips 13.79 Material Properties e ar y Override Concrete Stren th, fc 4 ksi ksi Rebar Strength, F : I 60 ksi Tie Yield Strength, Fyt: I 60 ksi Pier Design Data De th 26 ft Ext. Above Grade 0.5 ft Pier Section 1 From 0.5' above grade to 26' below grade Pier Diameter 7 ft Rebar Quantity 22 Rebar Size 10 Clear Cover to Ties 4 in Tie Size 3 Tie Spacing, in Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Analysis Results Soil Lateral Check Compression Uplift D _o (ft from TOC) 7.51 Soil Safety Factor 6.39 Max Moment (kip-ft)l 1504.13 Rating*1 19.8% Soil Vertical Check Compression Uplift Skin Friction (kips) 265.96 End Bearing (kips) 1607.69 Weight of Concrete (kips) 183.57 Total Capacity (kips) 1873.65 Axial (kips) 214.29 Rating* 10.9% Reinforced Concrete Flexure Compression uplift Critical Depth (ft from TOC) 6.74 Critical Moment (kip-ft) 1502.64 Critical Moment Capacity 4646.71 Rating* 30.8% Reinforced Concrete Shear Compression Uplift Critical Depth (ft from TOC) 19.77 Critical Shear (kip) 174.28 Critical Shear Capacityl 602.08 Rating*1 27.6% Structural Foundation Rating*1 30.8% Soil Interaction Rating* 19.8% *Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth n/a # of Layers 4 CROWN � CASTLE Check Limitation Apply TIA-222-H Section 15.5: N/A Additional. Input Effective Depths (else Actual): OptionsShear Design ❑ Check Shear along Depth of Pier: Utilize Shear -Friction Methodology: Override Critical Depth: Go to Soil Calculations Calculated Calculated Ultimate Skin Ult. Gross Angle of Ultimate Skin Top Thickness y.ol; ycoecrete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Bottom (ft) Friction Friction Uplift Soil Type (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) Override (ksf) (ksf) (ksf) (ksf) (ksf) 1 0 3.5 3.5 100 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 3.5 11 7.5 100 150 0 23 0.000 0.000 0.15 0.15 Cohesionless 31 ill 16 51 1001 1501 01 321 0.0001 0.0001 0.601 0.601 1 1 Cohesionless 41 161 261 101 1001 1501 01 371 0.0001 0.0001 1.201 1.201 55.71 1 Cohesionless Version 5.0.3 CROWN CASTLE Decimal Degrees Lat: 47.794258 Long:-122.336469 BU: 842250 WO: 1999431 Order: 565153 Structure: Rev: 1 0 Deg Min Sec + 47 47 39.33 122 20 11.29 Seismic Design Code: TIA-222-H-1 Site Soil: D (Determined) Stiff Soil (Default) Risk Category: II USGS Seismic Reference SS: 1.2790 g Sl: 0.4490 g TL: 6 s Importance Factor, le: 1 Acceleration -based site coefficient, Fa: 1.0000 Velocity -based site coefficient, F,,: 1.8510 Design spectral response acceleration short period, SDS: 0.8527 g Design spectral response acceleration 1 s period, Spl: 0.5541 g TS: 0.6498 Seismic Design Category Based on Sps: D Seismic Design Category Based on Spl: D Seismic Design Category Based on Sl: N/A Controlling Seismic Design Category: D CCISeismic 3.3.7 Page 1 Analysis Date: 9/7/2021 CROWN BU: 842250 Structure: A ,r c T C WO. 1999431 A J 1 C Order: 565153 Rev: 0 Tower Type Height, h Effective Seismic Weight, W Amplification Factor, A, Tapered Monopole 150 26.15 1.0 Response Modification Factor, R:1 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure, Wu WL E 9 Average Moment of Inertia, l,V9 Fa Approximate Fundamental Period Monopole, T. Seismic Response Coefficient, C, Seismic Response Coefficient Max 1, Csma, Seismic Response Coefficient Max 2, Csma, Seismic Response Coefficient Min 1, Csmi, Seismic Response Coefficient Min 2, Csmin Controlling Seismic Response Coefficient, Csc 5.28766 20.86276503 386.088 6759.354537 0.31076123 3.2179 0.1722 N/A N/A 0.0375 N/A 0.1722 Ft kips kips kips ksi in/sz in 4 hz s Seismic Base Shear, V11 4.503 kips Period Related Exponent, k:1 2.000 Sum of w;h;k 222573.15 2.7.8.1 2.7.7.1.3.3 Table 2-12 Note 3 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 CCISeismic 3.3.7 Page 2 Analysis Date: 9/7/2021 Section Number 1- 1 Length 3.00 Top Height 150.00 Tower Mid Height, h. 148.50 Section Loads Section Weight, w. 0.1625 W�h�� 3583.41 C- 0.0161 F.h 0.0725 F_ 0.0277 1-2 10.00 147.00 142.00 0.5781 11656.19 0.0524 0.2358 0.0986 1-3 10.00 137.00 132.00 0.6341 11048.42 0.0496 0.2235 0.1081 1-4 10.00 127.00 122.00 0.6901 10271.67 0.0461 0.2078 0.1177 1- 5 10.00 117.00 112.00 0.7461 9359.55 0.0421 0.1893 0.1272 1-6 10.00 107.00 102.00 0.8022 8345.67 0.0375 0.1688 0.1368 2-1 3.00 100.92 99.42 0.3005 2970.59 0.0133 0.0601 0.0513 2-2 1 10.00 97.92 1 92.92 1.0473 9042.59 1 0.0406 0.1829 0.1786 2-3 10.00 87.92 82.92 1.1173 7682.56 0.0345 0.1554 0.1905 2-4 10.00 77.92 72.92 1.1874 6313.70 0.0284 0.1277 0.2025 2 - 5 10.00 67.92 62.92 1.2574 4978.03 0.0224 0.1007 0.2144 2-6 10.00 57.92 52.92 1.3275 3717.57 0.0167 0.0752 0.2264 3-1 3.00 53.00 51.50 0.4731 1254.81 0.0056 0.0254 0.0807 3-2 10.00 50.00 45.00 1.6317 3304.11 0.0148 0.0668 0.2783 3-3 10.00 40.00 35.00 1.7157 2101.73 0.0094 0.0425 0.2926 10.00 30.00 25.00 1.7997 1124.83 0.0051 0.0228 0.3069 10.00 20.00 15.00 1.8838 423.85 0.0019 0.0086 0.3212 3-6 10.00 10.00 5.00 1.9678 49. 19 0.0002 0.0010 0.3356 Sum CCISeismic 3.3.7 Page 3 Analysis Date: 9/7/2021 nokia AEQK w/ Mount Pipe Discrete Loads 147.00 0.1100 2376.99 0.0107 0.0481 0.0188 nokia AEQK w/ Mount Pipe 147.00 0.1100 2376.99 0.0107 0.0481 0.0188 nokia AEQK w/ Mount Pipe 147.00 0.1100 2376.99 0.0107 0.0481 0.0188 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21 w/ Mount Pipe 147.00 0.1481 3199.43 0.0144 0.0647 0.0252 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21 w/ Mount Pipe 147.00 0.1481 3199.43 0.0144 0.0647 0.0252 cellmax technologies CMA-UBTULBULBHH/6517/17/21/21 w/ Mount Pipe 147.00 0.1481 3199.43 0.0144 0.0647 0.0252 commscope NNH4-65D-R6 w/ Mount Pipe 147.00 0.1241 2681.46 0.0120 0.0542 0.0212 commscope NNH4-65D-R6 w/ Mount Pipe 147.00 1 0.1241 2681.46 0.0120 0.0542 0.0212 commscope NNH4-65D-R6 w/ Mount Pipe 147.00 0.1241 2681.46 0.0120 0.0542 0.0212 alcatel lucent RRH4X25-WCS 147.00 0.0900 1944.81 0.0087 0.0393 0.0153 alcatel lucent RRH4X25-WCS 147.00 0.0900 1944.81 0.0087 0.0393 0.01S3 alcatel lucent RRH4X25-WCS 147.00 0.0900 1944.81 0.0087 0.0393 0.0153 nokia AHCA CCIV3 147.00 0.0400 864.36 0.0039 0.0175 0.0068 nokia AHCA CCIV3 147.00 0.0400 864.36 0.0039 0.0175 0.0068 nokia AHCA CCIV3 147.00 0.0400 864.36 0.0039 0.0175 0.0068 alcatel lucent B25 RRH4x30-4R 147.00 0.0500 1080.45 0.0049 0.0219 0.0085 alcatel lucent B25 RRH4x30-4R 147.00 0.0S00 1080.45 0.0049 0.0219 0.0085 alcatel lucent B25 RRH4x30-4R 147.00 0.0500 1080.45 0.0049 0.0219 0.0085 raycap DC6-48-60-18-SF 147.00 0.0300 648.27 0.0029 0.0131 0.0051 raycap DC6-48-60-18-8F 147.00 0.0300 648.27 0.0029 0.0131 0.0051 raycap DC6-48-60-18-SF 147.00 0.0300 648.27 0.0029 0.0131 0.0051 nokia AHLBA 147.00 0.0800 1728.72 0.0078 0.0350 0.0136 nokia AHLBA 147.00 0.0800 1728.72 0.0078 0.0350 0.0136 nokia AHLBA 147.00 0.0800 1728.72 0.0078 0.0350 0.0136 alcatel lucent B66A RRH4X45 147.00 0.0700 1512.63 0.0068 0.0306 0.0119 alcatel lucent B66A RRH4X45 147.00 0.0700 1512.63 0.0068 0.0306 0.0119 alcatel lucent B66A RRH4X45 147.00 0.0700 1512.63 0.0068 0.0306 0.0119 tower mounts (cci) Platform Mount [LP 301-1] 147.00 1.5885 34325.90 0.1542 0.6944 02709 tower mounts (cci) Miscellaneous [NA 509-1] 147.00 0.2750 5942.48 0.0267 0.1202 0.0469 tower mounts (cci) Miscellaneous [NA 509-1] 147.00 0.2750 5942.48 0.0267 0.1202 0.0469 tower mounts (cci) Miscellaneous [NA 509-1] 147.00 0.2750 5942.48 0.0267 0.1202 0.0469 PRK-SFS-NA 147.00 0.5877 12699.83 0.0571 0.2569 0.1002 tower mounts (cci) 6' x 2" Mount Pipe 147.00 0.0200 432.18 0.0019 0.0087 0.0034 tower mounts (cci) 6' x 2" Mount Pipe 147.00 0.0200 432.18 0.0019 0.0087 0.0034 tower mounts (cci) 6' x 2" Mount Pipe 147.00 0.0200 432.18 0.0019 0.0087 0.0034 Sum 5.2877 114261.04 CCISeismic 3.3.7 Page 4 Analysis Date: 9/7/2021 Name (20) andrew LDF5-50A(7/8") From 0 to 147 Start Height 140.00 Linear Loads End Height 147.00 h� 143.50 W� 0.0462 W�h�� 951.36 C- 0.0043 F.h 0.0192 F.� 0.0079 (20) andrew LDF5-50A(7/8") From 0 to 147 130.00 140.00 135.00 0.0660 1202.85 0.0054 0.0243 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 120.00 130.00 125.00 0.0660 1031.25 0.0046 0.0209 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 110.00 120.00 115.00 0.0660 872.85 0.0039 0.0177 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 100.00 110.00 105.00 0.0660 727.65 0.0033 0.0147 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 90.00 100.00 95.00 0.0660 595.65 0.0027 0.0120 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 80.00 90.00 85.00 0.0660 476.85 0.0021 0.0096 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 70.00 1 80.00 75.00 1 0.0660 371.25 0.0017 0.0075 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 60.00 70.00 65.00 0.0660 278.85 0.0013 0.0056 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 50.00 60.00 55.00 0.0660 199.65 0.0009 0.0040 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 40.00 50.00 45.00 0.0660 133.65 0.0006 0.0027 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 30.00 40.00 35.00 0.0660 80.85 0.0004 0.0016 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 20.00 30.00 25.00 0.0660 41.25 0.0002 0.0008 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 10.00 20.00 15.00 0.0660 14.85 0.0001 0.0003 0.0113 (20) andrew LDF5-50A(7/8") From 0 to 147 0.00 10.00 5.00 0.0660 1.65 0.0000 0.0000f 113 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 140.00 147.00 143.50 0.0009 18.60 0.0001 0.000402 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 130.00 140.00 135.00 0.0013 23.52 0.0001 0.000502 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 120.00 130.00 125.00 0.0013 20.16 0.0001 0.000402 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 110.00 120.00 115.00 0.0013 17.06 0.0001 0.000302 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 100.00 110.00 105.00 0.0013 14.23 0.0001 0.000302 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 90.00 100.00 95.00 0.0013 11.65 0.0001 0.000202 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 80.00 90.00 85.00 0.0013 9.32 0.0000 0.000202 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 70.00 80.00 75.00 0.0013 7.26 0.0000 0.000102 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 60.00 70.00 65.00 0.0013 5.45 0.0000 0.0001002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 50.00 60.00 55.00 0.0013 3.90 0.0000 0.0001002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 40.00 50.00 45.00 0.0013 2.61 0.0000 0.0001002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 30.00 40.00 35.00 0.0013 1.58 0.0000 0.0000002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 20.00 30.00 25.00 0.0013 0.81 0.0000 0.0000002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 10.00 20.00 15.00 0.0013 0.29 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-30000( 3/8") From 0 to 147 0.00 10.00 5.00 0.0013 0.03 0.0000 0.0000 0.0002 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 140.00 147.00 143.50 0.0148 305.01 0.0014 1 0.0062 0.0025 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 130.00 140.00 135.00 0.0212 385.64 0.0017 0.0078 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 120.00 130.00 125.00 0.0212 330.63 0.0015 0.0067 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 110.00 120.00 115.00 0.0212 279.84 0.0013 0.0057 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 100.00 110.00 105.00 0.0212 233.29 0.0010 0.0047 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 90.00 100.00 1 95.00 0.0212 190.97 0.0009 0.0039 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 80.00 90.00 85.00 0.0212 152.88 0.0007 0.0031 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 70.00 80.00 75.00 0.0212 119.03 0.0005 0.0024 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 60.00 70.00 65.00 0.0212 89.40 0.0004 1 0.0018 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 50.00 60.00 55.00 0.0212 64.01 0.0003 0.0013 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 40.00 50.00 45.00 0.0212 42.85 0.0002 0.0009 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 30.00 40.00 35.00 0.0212 1 25.92 0.0001 0.0005 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 20.00 30.00 25.00 0.0212 1 13.23 0.0001 0.0003 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 10.00 20.00 15.00 0.0212 4.76 0.0000 0.0001 0.0036 (4) rosenberger leoni WR-VG86T(3/4") From 0 to 147 0.00 10.00 5.00 0.0212 0.53 0.0000 0.0000 0.0036 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 140.00 147.00 143.50 0.0005 9.30 0.0000 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 130.00 140.00 135.00 0.0006 11.76 0.0001 1 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 120.00 130.00 125.00 0.0006 10.08 0.0000 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 110.00 120.00 115.00 0.0006 8.53 0.0000 0.0002 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 100.00 110.00 105.00 0.0006 7.11 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 90.00 100.00 95.00 0.0006 5.82 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 80.00 90.00 85.00 0.0006 4.66 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8)From 0 to 147 70.00 80.00 75.00 0.0006 3.63 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 60.00 70.00 65.00 0.0006 2.73 0.0000 0.0001 0.0001 rosenberger leoni FB-L98-002-XXX(3/8)From 0 to 147 50.00 60.00 55.00 0.0006 1.95 0.0000 1 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 40.00 50.00 45.00 0.0006 1.31 0.0000 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8)From 0 to 147 30.00 40.00 35.00 0.0006 0.79 0.0000 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 20.00 30.00 25.00 0.0006 0.40 0.0000 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8)From 0 to 147 10.00 20.00 15.00 0.0006 0.15 0.0000 0.0000 0.0001 rosenberger leoni FB-L98-002-XXX(3/8) From 0 to 147 0.00 10.00 5.00 0.0006 0.02 0.0000 0.0000 0.0001 (2) commscope PWRT-608-S(13/16) From 0 to 147 140.00 147.00 143.50 0.0087 178.74 0.0008 0.0036 0.0015 (2) commscope PWRT-608-S(13/16) From 0 to 147 130.00 140.00 135.00 0.0124 225.99 0.0010 0.0046 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 120.00 130.00 125.00 0.0124 193.75 0.0009 0.0039 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 110.00 120.00 115.00 0.0124 163.99 0.0007 0.0033 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 100.00 110.00 105.00 0.0124 136.71 0.0006 0.0028 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 90.00 100.00 95.00 0.0124 111.91 0.0005 0.0023 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 80.00 90.00 85.00 0.0124 89.59 0.0004 0.0018 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 70.00 80.00 75.00 0.0124 69.75 0.0003 0.0014 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 60.00 70.00 65.00 0.0124 52.39 0.0002 0.0011 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 50.00 60.00 55.00 0.0124 37.51 0.0002 1 0.0008 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 40.00 1 50.00 45.00 0.0124 25.11 0.0001 0.0005 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 30.00 40.00 35.00 0.0124 15.19 0.0001 0.0003 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 20.00 30.00 25.00 0.0124 7.75 0.0000 0.0002 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 10.00 20.00 15.00 0.0124 2.79 0.0000 0.0001 0.0021 (2) commscope PWRT-608-S(13/16) From 0 to 147 0.00 10.00 5.00 0.0124 0.31 0.0000 0.0000 0.0021 misc 1" (Nominal) Conduit From 0 to 147 140.00 147.00 143.50 0.0023 47.57 0.0002 0.0010 0.0004 misc 1" (Nominal) Conduit From 0 to 147 130.00 140.00 135.00 0.0033 60.14 0.0003 0.0012 0.0006 mist 1" (Nominal) Conduit From 0 to 147 120.00 130.00 125.00 0.0033 51.56 0.0002 0.0010 0.0006 uit From 0 to 147 110.00 120.00 115.00 0.0033 43.64 0.0002 0.0001 misc 1" (Nominal) Conduit From 0 to 147 100.00 110.00 105.00 0.0033 36.38 0.0002 0.0007 0.0006 CCISeismic 3.3.7 Page 5 Analysis Date: 9/7/2021 misc 1" (Nominal) Conduit From 0 to 147 90.00 100.00 95.00 0.0033 29.78 0.0001 0.0006 0.0006 misc 1" (Nominal) Conduit From 0 to 147 80.00 90.00 85.00 0.0033 23.84 0.0001 0.0005 0.0006 misc 1" (Nominal) Conduit From 0 to 147 70.00 80.00 75.00 0.0033 18.56 0.0001 0.0004 0.0006 misc 1" (Nominal) Conduit From 0 to 147 60.00 70.00 65.00 0.0033 13.94 0.0001 0.0003 0.0006 misc 1" (Nominal) Conduit From 0 to 147 50.00 60.00 55.00 0.0033 9.98 0.0000 0.0002 0.0006 misc 1" (Nominal) Conduit From 0 to 147 40.00 50.00 45.00 0.0033 6.68 0.0000 0.0001 0.0006 misc 1" (Nominal) Conduit From 0 to 147 30.00 40.00 35.00 0.0033 4.04 0.0000 0.0001 0.0006 mist 1" (Nominal) Conduit From 0 to 147 20.00 30.00 25.00 0.0033 L06 0.0000 0.0000 0.0006 misc 1" (Nominal) Conduit From 0 to 147 50.00 20.00 15.00 0.0033 0.74 0.0000 0.0000 0.0006 misc 1" (Nominal) Conduit From 0 to 147 0.00 1 10.00 5.00 1 0.0033 0.08 0.0000 0.0000 0.0006 Sum. 1.5405 1 11083.65 1 CCISeismic 3.3.7 Page 6 Analysis Date: 9/7/2021 ►SCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location Wind Results: ASCE 7 Hazards Report Standard: ASCE/SE17-16 Risk Category: II Soil Class: D - Default (see Section 11.4.3) Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Elevation: 351.69 ft (NAVD 88) Latitude: 47.794258 Longitude:-122.336469 4 yarn rr.e l•l�rnLrA �,\ ' � o_rr Ir... ......... 6c•II��:II lidniu lr {fl L.i A�' I� I r,r A .. Sw wlli bli I i., I• 4 I y I ;F�,,,,� I KlrklanR Fedlno Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Tue Sep 07 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 Tue Sep 07 2021 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.279 So, : N/A S, 0.449 T I 6 Fa 1.2 PGA: 0.544 F, N/A PGA M : 0.653 SMS 1.535 FPGA 1.2 SM, N/A le 1 SIDS 1.023 C, 1.356 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Sep 07 2021 Date Source: USGS Seismic Design Maps https://asce7hazardtool.onIine/ Page 2 of 3 Tue Sep 07 2021 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Tue Sep 07 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 Tue Sep 07 2021