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REVIEWED BLD2022-0178+Structural_Analysis_or_Calculations+2.9.2022_2.05.58_PM+2671649
Date: July 05, 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 Number: BU Number: Site Name: JDE Job Number: Work Order Number Order Number: FP 0 MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (770) 379-8500 WA6358 Lake Ballinger 10013429 840470 Lake Ballinger 664024 1990390 565149 Rev. 0 Morrison Hershfield Project Number: CN8-938 / 2101398 23931 Highway 99, Edmonds, Snohomish County, WA 98026 Latitude 47° 46' 54.3", Longitude -122° 20' 37.9" 57 Foot — EEI Monopole Tower Morrison Hershfield 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 2018 Washington State Building Code (2018 IBC) 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: Shawn W. Stevenson, S.E. (WA License No. 42002) Senior Engineer Digitally signed • S T L by Shawn of Stevenson T Date: y 0-40 2021.07.06 14:39:56-07'00' 42002 AL NA E �: �13o%Zoz2. tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 — Tower Component Stresses vs. Capacity - LC7 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations July 05, 2021 CC/ BU No 840470 Page 2 tnxTower Report - version 8.1.1.0 July 05, 2021 57 Ft Monopole Tower Structural Analysis CCI BU No 840470 Project Number CN8-938 / 2101398, Order 565149, Revision 0 Page 3 1) INTRODUCTION This tower is a 57 ft Monopole tower designed by Engineered Endeavors, Inc. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 98 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 30 mph Seismic Ss: 1.277 Seismic S1: 0.448 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Center Mounting Line Level (ft) Elevation (ft) Configuration Number of Antennas Antenna Antenna Model Manufacturer Number of Feed Lines Feed Line Size (in) 58.0 I 3 i nokia I AEQK w/ Mount Pipe 57.0 57.0 1 - 6' x 2" Mount Pipe 19 7/8 1 - Platform Mount [LP 601-1] 3 site pro 1 10' Horizontal Pipe [P2.5 STD] 1 site pro 1 Ring Mount [#LWRM] 2 site pro 1 Standoff Mount [#WWM02] 3 site pro 1 Telescoping Arm [#X-SNP-ST8] 56.0 3 commscope NNH4-65C-R6 w/ Mount Pipe 1 5/16 3 commscope NNHH-65C-R4 CCIV2 w/ Mount Pipe 6 alcatel lucent RRH4X25-WCS 1 3 nokia AHCA CCIV3 3 nokia AHFIB 3 nokia AHLBA 1 raycap I DC9-48-60-24-8C-EV 53.0 53.0 2 raycap DC6-48-60-18-8F 4 2 2 3/4 3/8 2-1/2C Table 2 - Other Considered Equipment Center Mounting Line Number Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size (in) APXVBBLL15X_43-C-120 3 rfs celwave w/ Mount Pipe 3 samsung M-MIMO AAU w/ Mount Pipe 38.0 41.0 4 1 3 rfs celwave FIM800CAB-C2D 2 3C 3 samsung 800MHz RRH 3 samsung RRH-P4 38.0 1 1 site pro 1 IDouble Support Arm Kit [#RDS23-XX] tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 4 Center Mounting Line Number Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size (in) 4.0 8.0 1 gps GPS — A 4.0 1 rosenberger FB-15-ABOX 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document I Reference 4-GEOTECHNICAL REPORTS 5096443 [4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 5096434 F4-TOWER MANUFACTURER DRAWINGS 5096394 3.1) Analysis Method 1 1/2 Source CCISITES CCISITES CCISITES 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. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS i ame 4 - section capacity (summary) Section Elevation (ft) Component Size Critical P (K) SF*P_jllow p/o Y Pass / Fail No. T e Element K Ca acit f L1 57 - 27 Pole i TP19.8504x13.5x0.1875 1 1 1 -9.88 705.65 46.0 1 Pass f L2 F_ 27 - 0 i Pole __F TP25x18.8404x0.25 F_2 T-13.53 i 1223.82 49.2 Pass F_F__F_ Summary Pole (L2) 49.2 Pass F-F--Rating = 49.2 Pass tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Table 5 - Tower Component Stresses vs. Capacity — LC7 July 05, 2021 CC/ BU No 840470 Page 5 Notes I Component Elevation (ft) % Capacity Pass / Fail I ' Anchor Rods 48.4 F- Pass 1 Base Plate 6 55.8 Pass 1 Base Foundation (Structure) 28.4 Pass 1 Base Foundation (Soil Interaction) 6 15.6 Pass Structure Rating (max from all components) = 55.8%* Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 2) "Rating per TIA-222-H, Section 15.5. 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 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 APPENDIX A TNXTOWER OUTPUT July 05, 2021 CC/ BU No 840470 Page 6 tnxTower Report - version 8.1.1.0 O O lh N 6 O N lh m W N N r 6 "' v o N N 0 O N O V uD W O O � N Rl m a s cq N .Ti U1 w J E Z H U1 H m (7 �i on n 57.0ftJR �j il I I MATERIAL STRENGTH GRADE F Fu GRADE F Fu A572-65 65 ksi 80 ksi 27.0 ft 0.0 ft I' 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. 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: 49.2% ALL REACTIONS ARE FACTORED AXIAL 15K SHEAR MOMENT 3 K 167 kip-ft TORQUE 0 kip-ft SEISMIC AXIAL 21K SHEAR MOMENT 1 K 44 kip-ft TORQUE 0 kip-ft 30 mph WIND - 1.0000 in ICE AXIAL 14 K SHEAR MOMENT 7 K 350 kip-ft TORQUE 1 kip-ft REACTIONS - 98 mph WIND Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 :onsulting Engineers Phone: (770) 379-8500 1 CN8-938 / 2101398 Project: 840470 / Lake Ballinger Client Crown Castle USA Drawn by: CKK App'd: Code: TIA-222-H Daw 07/05/21 scale: NTS 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, 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: 434.00 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. July 05, 2021 CC/ BU No 840470 Page 7 • 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(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 tnxTower Report - version 8.1.1.0 July 05, 2021 57 Ft Monopole Tower Structural Analysis CC/ BU No 840470 Project Number CN8-938 / 2101398, Order 565149, Revision 0 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 57.00-27.00 30.00 3.00 12 13.5000 19.8504 0.1875 0.7500 A572-65 (65 ksi) L2 27.00-0.00 30.00 12 18.8404 25.0000 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C VC J It/Q w w/t in in2 in' in in in3 in' in2 in L1 13.9101 8.0374 181.8118 4.7659 6.9930 25.9991 368.3999 3.9558 3.1155 16.616 20.4845 11.8715 585.8492 7.0393 10.2825 56.9753 1187.0892 5.8428 4.8174 25.693 L2 20.0545 14.9652 660.1540 6.6553 9.7593 67.6435 1337.6509 7.3654 4.3792 17.517 25.7937 19.9237 1557.7847 8.8605 12.9500 120.2923 3156.4942 9.8059 6.0300 24.12 Tower Gusset Gusset Gusset GradeAdjust. Factor Elevation Area Thickness A, (per face) ft ft, in L1 57.00- 27.00 L2 27.00-0.00 Adjust. Weight Mult. Double Angle Double Angle Double Angle Factor Stitch Bolt Stitch Bolt Stitch Bolt Ar Spacing Spacing Spacing Diagonals Horizontals Redundants in in in 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 Safety Line 3/8" B No Surface Ar 57.00- 1 1 0.250 0.3750 0.22 (CaAa) 11.00 0.250 Climbing Rungs B No Surface Ar 57.00- 1 1 0.200 0.7050 1.80 (CaAa) 11.00 0.300 WR-VG66ST- B No Surface Ar 57.00- 1 1 -0.250 0.9570 0.88 BRD_CCIV2(7/8) (CaAa) 3.00 -0.250 LDF4-50A(l/2) C No Surface Ar 4.00 - 0.00 1 1 0.500 0.6250 0.15 (CaAa) 0.500 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 ft/ft plf Calculation ATCB-1301(5/16) B No No Inside Pole 57.00 - 3.00 1 LDF5-50A(7/8) B No No Inside Pole 57.00 - 3.00 18 RFFT-36SM-001- B No No Inside Pole 53.00 - 3.00 2 tnxTower Report - version 8.1.1.0 No Ice 0.00 0.07 1/2" Ice 0.00 0.07 1" Ice 0.00 0.07 No Ice 0.00 0.33 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 No Ice 0.00 0.09 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft plf Calculation XXM(3/8) 1/2" Ice 0.00 0.09 1" Ice 0.00 0.09 WR-VG86ST- B No No Inside Pole 53.00 - 3.00 4 No Ice 0.00 0.58 BRD(3/4) 1/2" Ice 0.00 0.58 1" Ice 0.00 0.58 2-1/2" Conduit B No No Inside Pole 53.00 - 3.00 2 No Ice 0.00 5.79 1/2" Ice 0.00 5.79 1" Ice 0.00 5.79 TYPE 1(1-1/4) B No No Inside Pole 38.00 - 3.00 4 No Ice 0.00 0.50 1/2" Ice 0.00 0.50 1" Ice 0.00 0.50 3" Conduit B No No Inside Pole 38.00 - 3.00 2 No Ice 0.00 6.25 1/2" Ice 0.00 6.25 1" Ice 0.00 6.25 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n It ft2 ft2 ft2 ft2 K L1 57.00-27.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 6.111 0.000 0.79 C 0.000 0.000 0.000 0.000 0.00 L2 27.00-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 4.025 0.000 0.88 C 0.000 0.000 0.250 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Ice AR AF CAAA Weight Tower Tower Face CAAA Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 57.00-27.00 A 0.869 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 21.759 0.000 0.94 C 0.000 0.000 0.000 0.000 0.00 L2 27.00-0.00 A 0.774 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 13.761 0.000 0.98 C 0.000 0.000 0.945 0.000 0.01 Feed Line Center of Pressure Section Elevation CPX CPz CPX CPZ Ice Ice ft in in in in L1 57.00-27.00 0.8652-0.4668 1.9526-0.7859 L2 27.00-0.00 0.5471-0.3975 1.3074-0.7196 Note: For pole sections, center of pressure calculations do not consider feed line shielding. tnxTower Report - version 8.1.1.0 July 05, 2021 57 Ft Monopole Tower Structural Analysis CC/ BU No 840470 Project Number CN8-938 / 2101398, Order 565149, Revision 0 Page 10 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 2 Safety Line 3/8" 27.00- 1.0000 1.0000 57.00 L1 3 Climbing Rungs 27.00- 1.0000 1.0000 57.00 L1 8 WR-VG66ST- 27.00- 1.0000 1.0000 BRD_CCIV2(7/8) 57.00 L2 2 Safety Line 3/8" 11.00 - 1.0000 1.0000 27.00 L2 3 Climbing Rungs 11.00 - 1.0000 1.0000 27.00 L2 8 WR-VG66ST- 3.00 - 27.00 1.0000 1.0000 BRD_CCIV2(7/8) L21 201 LDF4-50A 1 /2 0.00-4.001 1.00001 1.0000 User Defined Loads - Seismic Description Elevation Offset Azimuth Ev EhX Eh: Eh From Angle Centroid ft ft K K K K CCISeismic Tower Section 1 - 52.00 0.00 0.0000 0.05 0.00 0.00 0.11 1 CCISeismic Tower Section 1 - 42.00 0.00 0.0000 0.06 0.00 0.00 0.08 2 CCISeismic Tower Section 1 - 32.00 0.00 0.0000 0.07 0.00 0.00 0.06 3 CCISeismic Tower Section 2 - 25.00 0.00 0.0000 0.09 0.00 0.00 0.05 1 CCISeismic Tower Section 2 - 15.00 0.00 0.0000 0.10 0.00 0.00 0.02 2 CCISeismic Tower Section 2 - 5.00 0.00 0.0000 0.11 0.00 0.00 0.00 3 CCISeismic tower mounts 57.00 0.00 0.0000 0.01 0.00 0.00 0.01 Lightning Rod 5/8" x 4' CCISeismic commscope 57.00 0.00 0.0000 0.02 0.00 0.00 0.06 NNH4-65C-R6 w/ Mount Pipe CCISeismic commscope 57.00 0.00 0.0000 0.02 0.00 0.00 0.06 NNH4-65C-R6 w/ Mount Pipe CCISeismic commscope 57.00 0.00 0.0000 0.02 0.00 0.00 0.06 NNH4-65C-R6 w/ Mount Pipe CCISeismic commscope 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic commscope 57.00 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic commscope 57.00 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic nokia 57.00 AHCA_CCIV3 CCISeismic nokia 57.00 AHCA_CCIV3 CCISeismic nokia 57.00 AHCA_CCIV3 CCISeismic nokia AHFIB 57.00 CCISeismic nokia AHFIB 57.00 CCISeismic nokia AHFIB 57.00 CCISeismic nokia AHLBA 57.00 CCISeismic nokia AHLBA 57.00 CCISeismic nokia AHLBA 57.00 CCISeismic alcatel lucent 57.00 RRH4X25-WCS tnxTower Report - version 8.1.1.0 0.00 0.0000 0.03 0.00 0.00 0.07 0.00 0.0000 0.03 0.00 0.00 0.07 0.00 0.0000 0.01 0.00 0.00 0.02 0.00 0.0000 0.01 0.00 0.00 0.02 0.00 0.0000 0.01 0.00 0.00 0.02 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 0.00 0.0000 0.02 0.00 0.00 0.04 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Description Elevation ft Offset From Centroid ft Azimuth Angle Ev K Ehx K Ehr K Eh K CCISeismic alcatel lucent 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic alcatel lucent 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic (3) tower mounts 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 4' x 3" Pipe Mount CCISeismic (3) tower mounts 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 4' x 3" Pipe Mount CCISeismic (3) tower mounts 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 4' x 3" Pipe Mount CCISeismic 10' Horizontal 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 Pipe [P2.5 STD] CCISeismic 10' Horizontal 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 Pipe [P2.5 STD] CCISeismic 10' Horizontal 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 Pipe [P2.5 STD] CCISeismic (3) Telescoping 57.00 0.00 0.0000 0.06 0.00 0.00 0.15 Arm [#X-SNP-ST8] CCISeismic Ring Mount 57.00 0.00 0.0000 0.04 0.00 0.00 0.11 [#LWRM] CCISeismic tower mounts 57.00 0.00 0.0000 0.19 0.00 0.00 0.48 Platform Mount [LP 601-1] CCISeismic tower mounts 57.00 0.00 0.0000 0.03 0.00 0.00 0.07 Transition Ladder CCISeismic nokia AEQK w/ 57.00 0.00 0.0000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic nokia AEQK w/ 57.00 0.00 0.0000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic nokia AEQK w/ 57.00 0.00 0.0000 0.02 0.00 0.00 0.05 Mount Pipe CCISeismic alcatel lucent 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic alcatel lucent 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic alcatel lucent 57.00 0.00 0.0000 0.02 0.00 0.00 0.04 RRH4X25-WCS CCISeismic raycap DC9-48- 57.00 0.00 0.0000 0.01 0.00 0.00 0.01 60-24-8C-EV CCISeismic tower mounts 6' x 57.00 0.00 0.0000 0.00 0.00 0.00 0.01 2" Mount Pipe CCISeismic (2) Standoff 57.00 0.00 0.0000 0.01 0.00 0.00 0.03 Mount [#WWM02] CCISeismic raycap DC6-48- 53.00 0.00 0.0000 0.00 0.00 0.00 0.01 60-18-8F CCISeismic raycap DC6-48- 53.00 0.00 0.0000 0.00 0.00 0.00 0.01 60-18-8F CCISeismic tower mounts 4' x 53.00 0.00 0.0000 0.01 0.00 0.00 0.01 2" Pipe Mount CCISeismic tower mounts 4' x 53.00 0.00 0.0000 0.01 0.00 0.00 0.01 2" Pipe Mount CCISeismic rfs celwave 38.00 0.00 0.0000 0.02 0.00 0.00 0.02 APXVBBLL15X_43-C-120 w/ Mount Pipe CCISeismic rfs celwave 38.00 0.00 0.0000 0.02 0.00 0.00 0.02 APXVBBLL15X_43-C-120 w/ Mount Pipe CCISeismic rfs celwave 38.00 0.00 0.0000 0.02 0.00 0.00 0.02 APXVBBLL15X_43-C-120 w/ Mount Pipe CCISeismic samsung 38.00 0.00 0.0000 0.03 0.00 0.00 0.04 telecommunications M-MIMO AAU w/ Mount Pipe CCISeismic samsung 38.00 0.00 0.0000 0.03 0.00 0.00 0.04 telecommunications M-MIMO AAU w/ Mount Pipe CCISeismic samsung 38.00 0.00 0.0000 0.03 0.00 0.00 0.04 telecommunications M-MIMO AAU w/ Mount Pipe tnxTower Report - version 8.1.1.0 July 05, 2021 CC/ BU No 840470 Page 11 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Description Elevation Offset Azimuth Ev Ehx Ehr Eh From Angle Centroid ft ft K K K K CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications RRH-P4 CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications RRH-P4 CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications RRH-P4 CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications 800MHz RRH CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications 800MHz RRH CCISeismic samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications 800MHz RRH CCISeismic rfs celwave 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic rfs celwave 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic rfs celwave 38.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic Double Support 38.00 0.00 0.0000 0.08 0.00 0.00 0.10 Arm Kit [#RDS23-XX] CCISeismic gps GPS_A 4.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic rosenberger leoni 4.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-15-ABOX CCISeismic miscl (mh) Safety 52.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8" From 11 to 57 (47ft to57ft) CCISeismic miscl (mh) Safety 42.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8" From 11 to 57 (37ft to47ft) CCISeismic miscl (mh) Safety 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8" From 11 to 57 (27ft to37ft) CCISeismic miscl (mh) Safety 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8" From 11 to 57 (17ft to27ft) CCISeismic miscl (mh) Safety 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8" From 11 to 57 (11 ft tol7ft) CCISeismic miscl (mh) 52.00 0.00 0.0000 0.00 0.00 0.00 0.01 Climbing Rungs From 11 to 57 (47ft to57ft) CCISeismic miscl (mh) 42.00 0.00 0.0000 0.00 0.00 0.00 0.00 Climbing Rungs From 11 to 57 (37ft to47ft) CCISeismic miscl (mh) 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 Climbing Rungs From 11 to 57 (27ft to37ft) CCISeismic miscl (mh) 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 Climbing Rungs From 11 to 57 (17ft to27ft) CCISeismic miscl (mh) 14.00 0.00 0.0000 0.00 0.00 0.00 0.00 Climbing Rungs From 11 to 57 (11 ft tol7ft) CCISeismic andrew ATCB- 52.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (47ft to57ft) CCISeismic andrew ATCB- 42.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (37ft to47ft) CCISeismic andrew ATCB- 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (27ft to37ft) CCISeismic andrew ATCB- 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (17ft to27ft) tnxTower Report - version 8.1.1.0 July 05, 2021 CC/ BU No 840470 Page 12 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Description Elevation Offset Azimuth Ev Ehx Ehz Eh From Angle Centroid ft ft K K K K CCISeismic andrew ATCB- 12.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (7ft tol7ft) CCISeismic andrew ATCB- 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 BO1(5/16) From 3 to 57 (3ft to7ft) CCISeismic (18) andrew 52.00 0.00 0.0000 0.01 0.00 0.00 0.02 LDF5-50A(7/8) From 3 to 57 (47ft to57ft) CCISeismic (18) andrew 42.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 3 to 57 (37ft to47ft) CCISeismic (18) andrew 32.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 3 to 57 (27ft to37ft) CCISeismic (18) andrew 22.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 3 to 57 (17ft to27ft) CCISeismic (18) andrew 12.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 3 to 57 (7ft to17ft) CCISeismic (18) andrew 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 3 to 57 (3ft to7ft) CCISeismic rosenberger Ieoni 52.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (47ft to57ft) CCISeismic rosenberger Ieoni 42.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (37ft to47ft) CCISeismic rosenberger Ieoni 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (27ft to37ft) CCISeismic rosenberger Ieoni 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (17ft to27ft) CCISeismic rosenberger Ieoni 12.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (7ft to17ft) CCISeismic rosenberger Ieoni 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST- BRD_CCIV2(7/8) From 3 to 57 (3ft to7ft) CCISeismic (2) commscope 50.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001 -XXM(3/8) From 3 to 53 (47ft to53ft) CCISeismic (2) commscope 42.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001 -XXM(3/8) From 3 to 53 (37ft to47ft) CCISeismic (2) commscope 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001 -XXM(3/8) From 3 to 53 (27ft to37ft) CCISeismic (2) commscope 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001 -XXM(3/8) From 3 to 53 (17ft to27ft) CCISeismic (2) commscope 12.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-XXM (3/8) From 3 to 53 (7ft tol7ft) CCISeismic (2) commscope 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001 -XXM(3/8) From 3 to 53 (3ft to7ft) CCISeismic (4) rosenberger 50.00 0.00 0.0000 0.00 0.00 0.00 0.00 July 05, 2021 CC/ BU No 840470 Page 13 Ieoni WR-VG86ST-BRD(3/4) tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Description Elevation ft Offset From Centroid ft Azimuth Angle Ev K Ehx K Ehr K Eh K From 3 to 53 (47ft to53ft) CCISeismic (4) rosenberger 42.00 0.00 0.0000 0.00 0.00 0.00 0.01 Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 (37ft to47ft) CCISeismic (4) rosenberger 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 (27ft to37ft) CCISeismic (4) rosenberger 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 (17ft to27ft) CCISeismic (4) rosenberger 12.00 0.00 0.0000 0.00 0.00 0.00 0.00 Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 (7ft tol7ft) CCISeismic (4) rosenberger 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 (3ft to7ft) CCISeismic (2) 2-1/2" 50.00 0.00 0.0000 0.01 0.00 0.00 0.02 Conduit From 3 to 53 (47ft to53ft) CCISeismic (2) 2-1/2" 42.00 0.00 0.0000 0.02 0.00 0.00 0.03 Conduit From 3 to 53 (37ft to47ft) CCISeismic (2) 2-1/2" 32.00 0.00 0.0000 0.02 0.00 0.00 0.02 Conduit From 3 to 53 (27ft to37ft) CCISeismic (2) 2-1/2" 22.00 0.00 0.0000 0.02 0.00 0.00 0.01 Conduit From 3 to 53 (17ft to27ft) CCISeismic (2) 2-1/2" 12.00 0.00 0.0000 0.02 0.00 0.00 0.00 Conduit From 3 to 53 (7ft tol7ft) CCISeismic (2) 2-1/2" 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 Conduit From 3 to 53 (3ft to7ft) CCISeismic (4) samsung 37.50 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE l(1-1/4) From 3 to 38 (37ft to38ft) CCISeismic (4) samsung 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1 -1 /4) From 3 to 38 (27ft to37ft) CCISeismic (4) samsung 22.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1 -1 /4) From 3 to 38 (17ft to27ft) CCISeismic (4) samsung 12.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1 -1 /4) From 3 to 38 (7ft tol7ft) CCISeismic (4) samsung 5.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 3 to 38 (3ft to7ft) CCISeismic (2) miscl (mh) 3" 37.50 0.00 0.0000 0.00 0.00 0.00 0.00 Conduit From 3 to 38 (37ft to38ft) CCISeismic (2) miscl (mh) 3" 32.00 0.00 0.0000 0.02 0.00 0.00 0.02 Conduit From 3 to 38 (27ft to37ft) CCISeismic (2) miscl (mh) 3" 22.00 0.00 0.0000 0.02 0.00 0.00 0.01 Conduit From 3 to 38 (17ft to27ft) CCISeismic (2) miscl (mh) 3" 12.00 0.00 0.0000 0.02 0.00 0.00 0.00 Conduit From 3 to 38 (7ft tol7ft) CCISeismic (2) miscl (mh) 3" 5.00 0.00 0.0000 0.01 0.00 0.00 0.00 July 05, 2021 CC/ BU No 840470 Page 14 Conduit From 3 to 38 (3ft tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Description Elevation Offset Azimuth From Angle Centroid ft ft ° to7ft) CCISeismic andrew LDF4- 2.00 0.00 0.0000 50A(1/2) From 0 to 4 (Oft to4ft) Ev Ehx Eh: Eh K K K K 0.00 0.00 0.00 0.00 July 05, 2021 CC/ BU No 840470 Page 15 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft, ft2 K ft ° ft Lightning Rod 5/8" x 4' C From Leg 0.00 0.00 2.00 NNH4-65C-R6 w/ Mount A From Leg 4.00 Pipe 0.00 -1.00 NNH4-65C-R6 w/ Mount B From Leg 4.00 Pipe 0.00 -1.00 NNH4-65C-R6 w/ Mount C From Leg 4.00 Pipe 0.00 -1.00 NNHH-65C-R4_CCIV2 w/ A From Leg 4.00 Mount Pipe 0.00 -1.00 NNHH-65C-R4_CCIV2 w/ B From Leg 4.00 Mount Pipe 0.00 -1.00 NNHH-65C-R4_CCIV2 w/ C From Leg 4.00 Mount Pipe 0.00 -1.00 AHCA_CCIV3 A From Leg 4.00 0.00 -1.00 AHCA_CCIV3 B From Leg 4.00 0.00 -1.00 AHCA_CCIV3 C From Leg 4.00 0.00 -1.00 AHFIB A From Leg 4.00 0.00 -1.00 AHFIB B From Leg 4.00 0.00 -1.00 AHFIB C From Leg 4.00 0.00 -1.00 AHLBA A From Leg 4.00 0.00 -1.00 AHLBA B From Leg 4.00 0.00 -1.00 AHLBA C From Leg 4.00 0.00 -1.00 RRH4X25-WCS A From Leg 4.00 0.0000 57.00 No Ice 0.25 0.25 0.03 1/2" Ice 0.66 0.66 0.03 1" Ice 0.97 0.97 0.04 0.0000 57.00 No Ice 9.68 5.17 0.13 1/2" Ice 10.27 5.71 0.24 1" Ice 10.87 6.26 0.37 0.0000 57.00 No Ice 9.68 5.17 0.13 1/2" Ice 10.27 5.71 0.24 1" Ice 10.87 6.26 0.37 0.0000 57.00 No Ice 9.68 5.17 0.13 1/2" Ice 10.27 5.71 0.24 1" Ice 10.87 6.26 0.37 0.0000 57.00 No Ice 9.68 5.17 0.16 1/2" Ice 10.27 5.71 0.27 1" Ice 10.87 6.26 0.39 0.0000 57.00 No Ice 9.68 5.17 0.16 1/2" Ice 10.27 5.71 0.27 1" Ice 10.87 6.26 0.39 0.0000 57.00 No Ice 9.68 5.17 0.16 1/2" Ice 10.27 5.71 0.27 1" Ice 10.87 6.26 0.39 0.0000 57.00 No Ice 1.53 0.82 0.04 1/2" Ice 1.69 0.95 0.05 1" Ice 1.85 1.08 0.06 0.0000 57.00 No Ice 1.53 0.82 0.04 1/2" Ice 1.69 0.95 0.05 1" Ice 1.85 1.08 0.06 0.0000 57.00 No Ice 1.53 0.82 0.04 1/2" Ice 1.69 0.95 0.05 1" Ice 1.85 1.08 0.06 0.0000 57.00 No Ice 3.68 2.31 0.09 1/2" Ice 3.92 2.52 0.12 1" Ice 4.18 2.73 0.15 0.0000 57.00 No Ice 3.68 2.31 0.09 1/2" Ice 3.92 2.52 0.12 1" Ice 4.18 2.73 0.15 0.0000 57.00 No Ice 3.68 2.31 0.09 1/2" Ice 3.92 2.52 0.12 1" Ice 4.18 2.73 0.15 0.0000 57.00 No Ice 3.67 2.31 0.10 1/2" Ice 3.92 2.51 0.13 1" Ice 4.18 2.73 0.16 0.0000 57.00 No Ice 3.67 2.31 0.10 1/2" Ice 3.92 2.51 0.13 1" Ice 4.18 2.73 0.16 0.0000 57.00 No Ice 3.67 2.31 0.10 1/2" Ice 3.92 2.51 0.13 1" Ice 4.18 2.73 0.16 0.0000 57.00 No Ice 3.84 3.34 0.09 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 RRH4X25-WCS B From Leg 4.00 0.0000 57.00 No Ice 3.84 3.34 0.09 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 RRH4X25-WCS C From Leg 4.00 0.0000 57.00 No Ice 3.84 3.34 0.09 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 (3) 4' x 3" Pipe Mount A From Leg 4.00 0.0000 57.00 No Ice 1.00 1.00 0.03 0.00 1/2" Ice 1.25 1.25 0.04 0.00 1" Ice 1.50 1.50 0.05 (3) 4' x 3" Pipe Mount B From Leg 4.00 0.0000 57.00 No Ice 1.00 1.00 0.03 0.00 1/2" Ice 1.25 1.25 0.04 0.00 1" Ice 1.50 1.50 0.05 (3) 4' x 3" Pipe Mount C From Leg 4.00 0.0000 57.00 No Ice 1.00 1.00 0.03 0.00 1/2" Ice 1.25 1.25 0.04 0.00 1" Ice 1.50 1.50 0.05 10' Horizontal Pipe [P2.5 A From Leg 4.00 0.0000 57.00 No Ice 2.88 2.88 0.06 STD] 0.00 1/2" Ice 3.91 3.91 0.08 0.00 1" Ice 4.96 4.96 0.11 10' Horizontal Pipe [P2.5 B From Leg 4.00 0.0000 57.00 No Ice 2.88 2.88 0.06 STD] 0.00 1/2" Ice 3.91 3.91 0.08 0.00 1" Ice 4.96 4.96 0.11 10' Horizontal Pipe [P2.5 C From Leg 4.00 0.0000 57.00 No Ice 2.88 2.88 0.06 STD] 0.00 1/2" Ice 3.91 3.91 0.08 0.00 1" Ice 4.96 4.96 0.11 (3) Telescoping Arm [#X- A None 0.0000 57.00 No Ice 4.75 4.75 0.34 SNP-ST8] 1/2" Ice 5.82 5.82 0.43 1" Ice 6.98 6.98 0.55 Ring Mount [#LWRM] A None 0.0000 57.00 No Ice 3.60 3.60 0.26 1/2" Ice 4.18 4.18 0.32 1" Ice 4.75 4.75 0.38 Platform Mount [LP 601-1] A None 0.0000 57.00 No Ice 28.50 28.50 1.12 1/2" Ice 31.69 31.69 1.68 1" Ice 34.87 34.87 2.28 Transition Ladder C From Leg 2.00 0.0000 57.00 No Ice 6.00 6.00 0.16 0.00 1/2" Ice 8.00 8.00 0.24 -3.00 1" Ice 10.00 10.00 0.32 AEQK w/ Mount Pipe A From Leg 4.00 0.0000 57.00 No Ice 4.57 3.10 0.11 0.00 1/2" Ice 4.89 3.53 0.15 1.00 1" Ice 5.23 3.97 0.20 AEQK w/ Mount Pipe B From Leg 4.00 0.0000 57.00 No Ice 4.57 3.10 0.11 0.00 1/2" Ice 4.89 3.53 0.15 1.00 1" Ice 5.23 3.97 0.20 AEQK w/ Mount Pipe C From Leg 4.00 0.0000 57.00 No Ice 4.57 3.10 0.11 0.00 1/2" Ice 4.89 3.53 0.15 1.00 1" Ice 5.23 3.97 0.20 RRH4X25-WCS A From Leg 4.00 0.0000 57.00 No Ice 3.84 3.34 0.09 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 RRH4X25-WCS B From Leg 4.00 0.0000 57.00 No Ice 3.84 3.34 0.09 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 RRH4X25-WCS C From Leg 4.00 0.0000 57.00 No Ice 3.84 3.34 0.09 0.00 1/2" Ice 4.09 3.59 0.13 -1.00 1" Ice 4.36 3.84 0.16 DC9-48-60-24-8C-EV A From Leg 4.00 0.0000 57.00 No Ice 2.74 4.78 0.03 0.00 1/2" Ice 2.96 5.06 0.06 -1.00 1" Ice 3.20 5.35 0.10 6' x 2" Mount Pipe C From Leg 4.00 0.0000 57.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 1" Ice 2.29 2.29 0.05 (2) Standoff Mount C From Leg 4.00 0.0000 57.00 No Ice 0.94 1.41 0.03 [#WWM02] 0.00 1/2" Ice 1.48 2.17 0.04 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 1" Ice 2.02 2.93 0.06 DC6-48-60-18-8F A From Leg 1.00 0.0000 53.00 No Ice 0.92 0.92 0.02 0.00 1/2" Ice 1.46 1.46 0.04 0.00 1" Ice 1.64 1.64 0.06 DC6-48-60-18-8F C From Face 1.00 0.0000 53.00 No Ice 0.92 0.92 0.02 0.00 1/2" Ice 1.46 1.46 0.04 0.00 1" Ice 1.64 1.64 0.06 4' x 2" Pipe Mount A From Leg 0.50 0.0000 53.00 No Ice 0.79 0.79 0.03 0.00 1/2" Ice 1.03 1.03 0.04 0.00 1" Ice 1.28 1.28 0.04 4' x 2" Pipe Mount C From Face 0.50 0.0000 53.00 No Ice 0.79 0.79 0.03 0.00 1/2" Ice 1.03 1.03 0.04 0.00 1" Ice 1.28 1.28 0.04 APXVBBLL15X_43-C-120 A From Leg 1.00 0.0000 38.00 No Ice 8.07 4.53 0.11 w/ Mount Pipe 0.00 1/2" Ice 8.60 5.00 0.19 3.00 1" Ice 9.14 5.49 0.28 APXVBBLL15X_43-C-120 B From Leg 1.00 0.0000 38.00 No Ice 8.07 4.53 0.11 w/ Mount Pipe 0.00 1/2" Ice 8.60 5.00 0.19 3.00 1" Ice 9.14 5.49 0.28 APXVBBLL15X_43-C-120 C From Leg 1.00 0.0000 38.00 No Ice 8.07 4.53 0.11 w/ Mount Pipe 0.00 1/2" Ice 8.60 5.00 0.19 3.00 1" Ice 9.14 5.49 0.28 M-MIMO AAU w/ Mount A From Leg 1.00 0.0000 38.00 No Ice 7.39 3.66 0.17 Pipe 0.00 1/2" Ice 7.95 4.43 0.22 3.00 1" Ice 8.46 5.06 0.28 M-MIMO AAU w/ Mount B From Leg 1.00 0.0000 38.00 No Ice 7.39 3.66 0.17 Pipe 0.00 1/2" Ice 7.95 4.43 0.22 3.00 1" Ice 8.46 5.06 0.28 M-MIMO AAU w/ Mount C From Leg 1.00 0.0000 38.00 No Ice 7.39 3.66 0.17 Pipe 0.00 1/2" Ice 7.95 4.43 0.22 3.00 1" Ice 8.46 5.06 0.28 RRH-P4 A From Leg 1.00 0.0000 38.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 3.00 1" Ice 3.17 2.16 0.11 RRH-P4 B From Leg 1.00 0.0000 38.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 3.00 1" Ice 3.17 2.16 0.11 RRH-P4 C From Leg 1.00 0.0000 38.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 3.00 1" Ice 3.17 2.16 0.11 800MHz RRH A From Leg 1.00 0.0000 38.00 No Ice 1.65 2.25 0.06 0.00 1/2" Ice 1.81 2.44 0.08 3.00 1" Ice 1.99 2.63 0.11 800MHz RRH B From Leg 1.00 0.0000 38.00 No Ice 1.65 2.25 0.06 0.00 1/2" Ice 1.81 2.44 0.08 3.00 1" Ice 1.99 2.63 0.11 800MHz RRH C From Leg 1.00 0.0000 38.00 No Ice 1.65 2.25 0.06 0.00 1/2" Ice 1.81 2.44 0.08 3.00 1" Ice 1.99 2.63 0.11 FIM800CAB-C2D A From Leg 1.00 0.0000 38.00 No Ice 1.22 1.08 0.05 0.00 1/2" Ice 1.36 1.21 0.07 3.00 1" Ice 1.51 1.35 0.08 FIM800CAB-C2D B From Leg 1.00 0.0000 38.00 No Ice 1.22 1.08 0.05 0.00 1/2" Ice 1.36 1.21 0.07 3.00 1" Ice 1.51 1.35 0.08 FIM800CAB-C2D C From Leg 1.00 0.0000 38.00 No Ice 1.22 1.08 0.05 0.00 1/2" Ice 1.36 1.21 0.07 3.00 1" Ice 1.51 1.35 0.08 Double Support Arm Kit A None 0.0000 38.00 No Ice 5.64 5.64 0.46 [#RDS23-XX] 1/2" Ice 8.20 8.20 0.53 1" Ice 10.76 10.76 0.60 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 18 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft GPS_A C From Leg 1.00 0.0000 4.00 No Ice 0.26 0.26 0.00 0.00 1/2" Ice 0.32 0.32 0.00 4.00 1" Ice 0.39 0.39 0.01 FB-15-ABOX C From Leg 1.00 0.0000 4.00 No Ice 2.70 0.51 0.01 0.00 1/2" Ice 2.90 0.63 0.03 0.00 1" Ice 3.11 0.75 0.04 Load Combinations Comb. No. _ 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 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 Description tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Comb. Description No. 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 July 05, 2021 CC/ BU No 840470 Page 19 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 57 - 27 Pole Max Tension 36 0.00 -0.00 0.00 Max. Compression 26 -16.20 1.43 -0.31 Max. Mx 20 -9.88 142.40 0.02 Max. My 14 -9.88 0.49 -141.02 Max. Vy 20 -6.53 142.40 0.02 Max. Vx 14 6.49 0.49 -141.02 Max. Torque 2 0.83 L2 27 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -20.52 1.39 -0.28 Max. Mx 20 -13.53 350.32 0.30 Max. My 14 -13.53 0.21 -347.89 Max. Vy 20 -7.37 350.32 0.30 Max. Vx 14 7.32 0.21 -347.89 Max. Torque 2 0.85 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 35 20.52 0.76 -0.44 Max. H. 20 13.54 7.36 -0.01 Max. H. 3 10.16 -0.01 7.30 Max. Mx 2 347.33 -0.01 7.30 Max. Mz 8 348.73 -7.36 0.01 Max. Torsion 2 0.85 -0.01 7.30 Min. Vert 56 8.24 -2.66 1.54 Min. Hx 8 13.54 -7.36 0.01 Min. H, 15 10.16 0.01 -7.30 Min. Mx 14 -347.89 0.01 -7.30 Min. M. 20 -350.32 7.36 -0.01 Min. Torsion 14 -0.85 0.01 -7.30 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 20 Tower Mast Reaction Summary Torque Load Vertical Shear, Shear, Overturning Overturning Combination Moment, M, Moment, Mr K K K kip-ft kip-ft kip-ft Dead Only 11.28 0.00 0.00 0.23 0.64 -0.00 1.2 Dead+1.0 Wind 0 deg - 13.54 0.01 -7.30 -347.33 1.37 -0.85 No Ice 0.9 Dead+1.0 Wind 0 deg - 10.16 0.01 -7.30 -343.52 1.15 -0.84 No Ice 1.2 Dead+1.0 Wind 30 dea - 13.54 3.69 -6.33 -300.47 -173.47 -0.73 No Ice 0.9 Dead+1.0 Wind 30 deg - 10.16 3.69 -6.33 -297.18 -171.74 -0.72 No Ice 1.2 Dead+1.0 Wind 60 deg - 13.54 6.38 -3.66 -173.02 -301.62 -0.41 No Ice 0.9 Dead+1.0 Wind 60 deg - 10.16 6.38 -3.66 -171.16 -298.45 -0.41 No Ice 1.2 Dead+1.0 Wind 90 deg - 13.54 7.36 -0.01 0.86 -348.73 0.01 No Ice 0.9 Dead+1.0 Wind 90 deg - 10.16 7.36 -0.01 0.78 -345.04 0.01 No Ice 1.2 Dead+1.0 Wind 120 deg 13.54 6.37 3.64 174.58 -302.20 0.44 - No Ice 0.9 Dead+1.0 Wind 120 deg 10.16 6.37 3.64 172.56 -299.02 0.43 - No Ice 1.2 Dead+1.0 Wind 150 deg 13.54 3.67 6.32 301.61 -174.48 0.75 - No Ice 0.9 Dead+1.0 Wind 150 deg 10.16 3.67 6.32 298.17 -172.73 0.73 - No Ice 1.2 Dead+1.0 Wind 180 deg 13.54 -0.01 7.30 347.89 0.21 0.85 - No Ice 0.9 Dead+1.0 Wind 180 deg 10.16 -0.01 7.30 343.93 0.01 0.84 - No Ice 1.2 Dead+1.0 Wind 210 deg 13.54 -3.69 6.33 301.03 175.05 0.73 - No Ice 0.9 Dead+1.0 Wind 210 deg 10.16 -3.69 6.33 297.60 172.90 0.72 - No Ice 1.2 Dead+1.0 Wind 240 deg 13.54 -6.38 3.66 173.58 303.20 0.41 - No Ice 0.9 Dead+1.0 Wind 240 deg 10.16 -6.38 3.66 171.58 299.61 0.41 - No Ice 1.2 Dead+1.0 Wind 270 deg 13.54 -7.36 0.01 -0.30 350.32 -0.01 - No Ice 0.9 Dead+1.0 Wind 270 deg 10.16 -7.36 0.01 -0.37 346.20 -0.01 - No Ice 1.2 Dead+1.0 Wind 300 deg 13.54 -6.37 -3.64 -174.03 303.78 -0.44 - No Ice 0.9 Dead+1.0 Wind 300 deg 10.16 -6.37 -3.64 -172.15 300.19 -0.43 - No Ice 1.2 Dead+1.0 Wind 330 deg 13.54 -3.67 -6.32 -301.05 176.06 -0.74 - No Ice 0.9 Dead+1.0 Wind 330 deg 10.16 -3.67 -6.32 -297.76 173.89 -0.73 - No Ice 1.2 Dead+1.0 Ice+1.0 Temp 20.52 -0.00 0.00 0.28 1.39 -0.00 1.2 Dead+1.0 Wind 0 20.52 0.00 -0.88 -42.40 1.52 -0.14 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 20.52 0.44 -0.76 -36.63 -19.91 -0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 20.52 0.76 -0.44 -20.96 -35.62 -0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 20.52 0.88 -0.00 0.40 -41.41 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 20.52 0.76 0.44 21.72 -35.73 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 20.52 0.44 0.76 37.31 -20.10 0.14 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 20.52 -0.00 0.88 42.97 1.30 0.14 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 20.52 -0.44 0.76 37.20 22.72 0.11 deg+1.0 Ice+1.0 Temp tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 21 Load Combination Vertical K Shear, K Shear, K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft 1.2 Dead+1.0 Wind 240 20.52 -0.76 0.44 21.54 38.44 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 20.52 -0.88 0.00 0.18 44.23 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 20.52 -0.76 -0.44 -21.15 38.55 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 20.52 -0.44 -0.76 -36.74 22.91 -0.14 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 11.28 0.00 -2.58 -121.77 0.85 -0.30 Dead+Wind 30 deg - Service 11.28 1.30 -2.24 -105.32 -60.51 -0.26 Dead+Wind 60 deg - Service 11.28 2.25 -1.29 -60.59 -105.48 -0.15 Dead+Wind 90 deg - Service 11.28 2.60 -0.00 0.43 -122.02 0.00 Dead+Wind 120 deg - 11.28 2.25 1.29 61.40 -105.68 0.15 Service Dead+Wind 150 deg - 11.28 1.30 2.23 105.98 -60.86 0.26 Service Dead+Wind 180 deg - 11.28 -0.00 2.58 122.23 0.45 0.30 Service Dead+Wind 210 deg - 11.28 -1.30 2.24 105.78 61.81 0.26 Service Dead+Wind 240 deg - 11.28 -2.25 1.29 61.05 106.79 0.15 Service Dead+Wind 270 deg - 11.28 -2.60 0.00 0.03 123.32 -0.00 Service Dead+Wind 300 deg - 11.28 -2.25 -1.29 -60.94 106.99 -0.15 Service Dead+Wind 330 deg - 11.28 -1.30 -2.23 -105.52 62.16 -0.26 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 15.46 -0.00 -3.07 -165.51 0.80 -0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 0 8.24 0.00 -3.07 -161.52 0.58 -0.02 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 15.46 1.54 -2.66 -143.30 -82.09 -0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 8.24 1.54 -2.66 -139.86 -80.29 -0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 15.46 2.66 -1.54 -82.61 -142.78 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 60 8.24 2.66 -1.54 -80.66 -139.48 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 15.46 3.07 0.00 0.28 -164.99 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 90 8.24 3.07 0.00 0.20 -161.15 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 15.46 2.66 1.54 83.18 -142.78 0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 8.24 2.66 1.54 81.07 -139.48 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 15.46 1.54 2.66 143.87 -82.09 0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 8.24 1.54 2.66 140.26 -80.29 0.02 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 15.46 -0.00 3.07 166.08 0.80 0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 8.24 0.00 3.07 161.93 0.58 0.02 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 15.46 -1.54 2.66 143.87 83.70 0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 8.24 -1.54 2.66 140.26 81.44 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 15.46 -2.66 1.54 83.18 144.39 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 8.24 -2.66 1.54 81.07 140.64 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 15.46 -3.07 0.00 0.28 166.60 -0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 8.24 -3.07 0.00 0.20 162.30 -0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 15.46 -2.66 -1.54 -82.61 144.39 -0.02 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 22 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip-ft kip-ft kip-ft deg 0.9 Dead-1.0 Ev+1.0 Eh 300 8.24 -2.66 -1.54 -80.66 140.64 -0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 15.46 -1.54 -2.66 -143.30 83.70 -0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 8.24 -1.54 -2.66 -139.86 81.44 -0.02 de Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -11.28 0.00 0.00 11.28 0.00 _ 0.000% 2 0.01 -13.54 -7.30 -0.01 13.54 7.30 0.000% 3 0.01 -10.16 -7.30 -0.01 10.16 7.30 0.000% 4 3.69 -13.54 -6.33 -3.69 13.54 6.33 0.000% 5 3.69 -10.16 -6.33 -3.69 10.16 6.33 0.000% 6 6.38 -13.54 -3.66 -6.38 13.54 3.66 0.000% 7 6.38 -10.16 -3.66 -6.38 10.16 3.66 0.000% 8 7.36 -13.54 -0.01 -7.36 13.54 0.01 0.000% 9 7.36 -10.16 -0.01 -7.36 10.16 0.01 0.000% 10 6.37 -13.54 3.64 -6.37 13.54 -3.64 0.000% 11 6.37 -10.16 3.64 -6.37 10.16 -3.64 0.000% 12 3.67 -13.54 6.32 -3.67 13.54 -6.32 0.000% 13 3.67 -10.16 6.32 -3.67 10.16 -6.32 0.000% 14 -0.01 -13.54 7.30 0.01 13.54 -7.30 0.000% 15 -0.01 -10.16 7.30 0.01 10.16 -7.30 0.000% 16 -3.69 -13.54 6.33 3.69 13.54 -6.33 0.000% 17 -3.69 -10.16 6.33 3.69 10.16 -6.33 0.000% 18 -6.38 -13.54 3.66 6.38 13.54 -3.66 0.000% 19 -6.38 -10.16 3.66 6.38 10.16 -3.66 0.000% 20 -7.36 -13.54 0.01 7.36 13.54 -0.01 0.000% 21 -7.36 -10.16 0.01 7.36 10.16 -0.01 0.000% 22 -6.37 -13.54 -3.64 6.37 13.54 3.64 0.000% 23 -6.37 -10.16 -3.64 6.37 10.16 3.64 0.000% 24 -3.67 -13.54 -6.32 3.67 13.54 6.32 0.000% 25 -3.67 -10.16 -6.32 3.67 10.16 6.32 0.000% 26 0.00 -20.52 0.00 0.00 20.52 -0.00 0.000% 27 0.00 -20.52 -0.88 -0.00 20.52 0.88 0.000% 28 0.44 -20.52 -0.76 -0.44 20.52 0.76 0.000% 29 0.76 -20.52 -0.44 -0.76 20.52 0.44 0.000% 30 0.88 -20.52 -0.00 -0.88 20.52 0.00 0.000% 31 0.76 -20.52 0.44 -0.76 20.52 -0.44 0.000% 32 0.44 -20.52 0.76 -0.44 20.52 -0.76 0.000% 33 -0.00 -20.52 0.88 0.00 20.52 -0.88 0.000% 34 -0.44 -20.52 0.76 0.44 20.52 -0.76 0.000% 35 -0.76 -20.52 0.44 0.76 20.52 -0.44 0.000% 36 -0.88 -20.52 0.00 0.88 20.52 -0.00 0.000% 37 -0.76 -20.52 -0.44 0.76 20.52 0.44 0.000% 38 -0.44 -20.52 -0.76 0.44 20.52 0.76 0.000% 39 0.00 -11.28 -2.58 -0.00 11.28 2.58 0.000% 40 1.30 -11.28 -2.24 -1.30 11.28 2.24 0.000% 41 2.25 -11.28 -1.29 -2.25 11.28 1.29 0.000% 42 2.60 -11.28 -0.00 -2.60 11.28 0.00 0.000% 43 2.25 -11.28 1.29 -2.25 11.28 -1.29 0.000% 44 1.30 -11.28 2.23 -1.30 11.28 -2.23 0.000% 45 -0.00 -11.28 2.58 0.00 11.28 -2.58 0.000% 46 -1.30 -11.28 2.24 1.30 11.28 -2.24 0.000% 47 -2.25 -11.28 1.29 2.25 11.28 -1.29 0.000% 48 -2.60 -11.28 0.00 2.60 11.28 -0.00 0.000% 49 -2.25 -11.28 -1.29 2.25 11.28 1.29 0.000% 50 -1.30 -11.28 -2.23 1.30 11.28 2.23 0.000% 51 0.00 -15.46 -3.07 0.00 15.46 3.07 0.000% 52 0.00 -8.24 -3.07 0.00 8.24 3.07 0.000% 53 1.54 -15.46 -2.66 -1.54 15.46 2.66 0.000% tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 23 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 54 1.54 -8.24 -2.66 -1.54 8.24 2.66 0.000% 55 2.66 -15.46 -1.54 -2.66 15.46 1.54 0.000% 56 2.66 -8.24 -1.54 -2.66 8.24 1.54 0.000% 57 3.07 -15.46 0.00 -3.07 15.46 -0.00 0.000% 58 3.07 -8.24 0.00 -3.07 8.24 0.00 0.000% 59 2.66 -15.46 1.54 -2.66 15.46 -1.54 0.000% 60 2.66 -8.24 1.54 -2.66 8.24 -1.54 0.000% 61 1.54 -15.46 2.66 -1.54 15.46 -2.66 0.000% 62 1.54 -8.24 2.66 -1.54 8.24 -2.66 0.000% 63 0.00 -15.46 3.07 0.00 15.46 -3.07 0.000% 64 0.00 -8.24 3.07 0.00 8.24 -3.07 0.000% 65 -1.54 -15.46 2.66 1.54 15.46 -2.66 0.000% 66 -1.54 -8.24 2.66 1.54 8.24 -2.66 0.000% 67 -2.66 -15.46 1.54 2.66 15.46 -1.54 0.000% 68 -2.66 -8.24 1.54 2.66 8.24 -1.54 0.000% 69 -3.07 -15.46 0.00 3.07 15.46 -0.00 0.000% 70 -3.07 -8.24 0.00 3.07 8.24 0.00 0.000% 71 -2.66 -15.46 -1.54 2.66 15.46 1.54 0.000% 72 -2.66 -8.24 -1.54 2.66 8.24 1.54 0.000% 73 -1.54 -15.46 -2.66 1.54 15.46 2.66 0.000% 74 -1.54 -8.24 -2.66 1.54 8.24 2.66 0.000% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00006306 3 Yes 4 0.00000001 0.00075739 4 Yes 5 0.00000001 0.00014564 5 Yes 5 0.00000001 0.00007153 6 Yes 5 0.00000001 0.00018250 7 Yes 5 0.00000001 0.00009024 8 Yes 4 0.00000001 0.00015466 9 Yes 4 0.00000001 0.00004932 10 Yes 5 0.00000001 0.00018552 11 Yes 5 0.00000001 0.00009131 12 Yes 5 0.00000001 0.00014875 13 Yes 5 0.00000001 0.00007290 14 Yes 5 0.00000001 0.00006165 15 Yes 4 0.00000001 0.00074014 16 Yes 5 0.00000001 0.00020184 17 Yes 5 0.00000001 0.00009941 18 Yes 5 0.00000001 0.00015673 19 Yes 5 0.00000001 0.00007621 20 Yes 4 0.00000001 0.00015641 21 Yes 4 0.00000001 0.00005011 22 Yes 5 0.00000001 0.00015727 23 Yes 5 0.00000001 0.00007673 24 Yes 5 0.00000001 0.00020199 25 Yes 5 0.00000001 0.00009951 26 Yes 4 0.00000001 0.00002683 27 Yes 4 0.00000001 0.00033533 28 Yes 4 0.00000001 0.00032641 29 Yes 4 0.00000001 0.00031975 30 Yes 4 0.00000001 0.00031351 31 Yes 4 0.00000001 0.00032909 32 Yes 4 0.00000001 0.00033875 33 Yes 4 0.00000001 0.00034579 34 Yes 4 0.00000001 0.00036528 35 Yes 4 0.00000001 0.00036976 36 Yes 4 0.00000001 0.00036245 37 Yes 4 0.00000001 0.00036642 38 Yes 4 0.00000001 0.00035893 39 Yes 4 0.00000001 0.00013419 40 Yes 4 0.00000001 0.00012370 tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 41 Yes 4 0.00000001 0.00017065 42 Yes 4 0.00000001 0.00001684 43 Yes 4 0.00000001 0.00017333 44 Yes 4 0.00000001 0.00012575 45 Yes 4 0.00000001 0.00013420 46 Yes 4 0.00000001 0.00021687 47 Yes 4 0.00000001 0.00012237 48 Yes 4 0.00000001 0.00001748 49 Yes 4 0.00000001 0.00012056 50 Yes 4 0.00000001 0.00021417 51 Yes 4 0.00000001 0.00007988 52 Yes 4 0.00000001 0.00000001 53 Yes 4 0.00000001 0.00049071 54 Yes 4 0.00000001 0.00023564 55 Yes 4 0.00000001 0.00049866 56 Yes 4 0.00000001 0.00023868 57 Yes 4 0.00000001 0.00007450 58 Yes 4 0.00000001 0.00000001 59 Yes 4 0.00000001 0.00051314 60 Yes 4 0.00000001 0.00024406 61 Yes 4 0.00000001 0.00049560 62 Yes 4 0.00000001 0.00023736 63 Yes 4 0.00000001 0.00008105 64 Yes 4 0.00000001 0.00000001 65 Yes 4 0.00000001 0.00053598 66 Yes 4 0.00000001 0.00025226 67 Yes 4 0.00000001 0.00052796 68 Yes 4 0.00000001 0.00024920 69 Yes 4 0.00000001 0.00007762 70 Yes 4 0.00000001 0.00000001 71 Yes 4 0.00000001 0.00051292 72 Yes 4 0.00000001 0.00024367 73 Yes 4 0.00000001 0.00053055 74 Yes 4 0.00000001 0.00025039 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 57 - 27 7.511 48 1.1228 0.0120 L2 30 - 0 2.158 48 0.6577 0.0029 July 05, 2021 CC/ BU No 840470 Page 24 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft 57.00 Lightning Rod 5/8" x 4' 53.00 DC6-48-60-18-8F 52.00 CCISeismic Tower Section 1 - 1 50.00 CCISeismic (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 (47ft to53ft) 42.00 CCISeismic Tower Section 1 - 2 38.00 APXVBBLL15X_43-C-I20 w/ Mount Pipe 37.50 CCISeismic (4) samsung telecommunications TYPE 1(1- 1 /4) From 3 to 38 (37ft to38ft) 32.00 CCISeismic Tower Section 1 - 3 25.00 CCISeismic Tower Section 2 - 1 22.00 CCISeismic miscl (mh) Safety Line 3/8" From 11 to 57 (17ft to27ft) 15.00 CCISeismic Tower Section 2 - 2 tnxTower Report - version 8.1.1.0 Load Curvature Comb. in ft 48 7.511 1.1228 0.0120 9752 48 6.601 1.0583 0.0104 9752 48 6.375 1.0421 0.0101 9752 48 5.928 1.0095 0.0093 6966 48 4.227 0.8759 0.0064 3250 48 3.457 0.8062 0.0051 2566 48 3.366 0.7973 0.0049 2500 48 2.448 0.6961 0.0034 1977 48 1.545 0.5575 0.0020 2166 48 1.245 0.4949 0.0015 2462 48 0.705 0.3427 0.0008 3610 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 July 05, 2021 CC/ BU No 840470 Page 25 Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 14.00 CCISeismic miscl (mh) Safety 48 0.643 0.3204 0.0007 3868 Line 3/8" From 11 to 57 (11 ft tol7ft) 12.00 CCISeismic andrew ATCB- 49 0.528 0.2755 0.0005 4513 B01(5/16) From 3 to 57 (7ft tol7ft) 5.00 CCISeismic Tower Section 2 - 3 42 0.198 0.1156 0.0002 10830 4.00 GPS_A 42 0.157 0.0925 0.0001 10830 2.00 CCISeismic andrew LDF4- 42 0.078 0.0463 0.0001 10830 50A(1/2) From 0 to 4 (Oft to4ft) Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load _ It in Comb. ° L1 57 - 27 21.304 20 3.1720 0.0342 L2 30 - 0 6.133 20 1.8687 0.0084 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature It Comb. in ft 57.00 Lightning Rod 5/8" x 4' 20 21.304 3.1720 0.0342 3459 53.00 DC6-48-60-18-8F 20 18.725 2.9919 0.0297 3459 52.00 CCISeismic Tower Section 1 - 1 20 18.086 2.9467 0.0286 3459 50.00 CCISeismic (2) commscope 20 16.818 2.8558 0.0264 2470 RFFT-36SM-001-XXM(3/8) From 3 to 53 (47ft to53ft) 42.00 CCISeismic Tower Section 1 - 2 20 11.998 2.4824 0.0182 1152 38.00 APXVBBLL15X_43-C-120 w/ 20 9.816 2.2867 0.0145 909 Mount Pipe 37.50 CCISeismic (4) samsung 20 9.557 2.2617 0.0140 886 telecommunications TYPE 1(1- 1 /4) From 3 to 38 (37ft to38ft) 32.00 CCISeismic Tower Section 1 - 3 20 6.955 1.9771 0.0097 700 25.00 CCISeismic Tower Section 2 - 1 20 4.392 1.5855 0.0056 766 22.00 CCISeismic miscl (mh) Safety 20 3.541 1.4079 0.0043 870 Line 3/8" From 11 to 57 (17ft to27ft) 15.00 CCISeismic Tower Section 2 - 2 22 2.008 0.9759 0.0022 1276 14.00 CCISeismic miscl (mh) Safety 22 1.832 0.9125 0.0020 1367 Line 3/8" From 11 to 57 (11 ft tol7ft) 12.00 CCISeismic andrew ATCB- 22 1.505 0.7847 0.0016 1595 B01(5/16) From 3 to 57 (7ft tol7ft) 5.00 CCISeismic Tower Section 2 - 3 10 0.565 0.3294 0.0005 3827 4.00 GPS_A 10 0.449 0.2637 0.0004 3827 2.00 CCISeismic andrew LDF4- 10 0.222 0.1319 0.0002 3827 50A(1/2) From 0 to 4 (Oft to4ft) tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 Compression Checks Pole Design Data July 05, 2021 CC/ BU No 840470 Page 26 Section Elevation Size L Lu Kl/r A P. OPn Ratio No. P. ft ft ft in K K O pn L1 57 - 27 (1) TP19.8504xl 3.5x0.1875 30.00 0.00 0.0 11.4881 -9.88 672.05 0.015 L2 27 - 0 (2) TP25xl8.8404x0.25 30.00 0.00 0.0 19.9237 -13.53 1165.54 0.012 Pole Bending Design Data Section Elevation Size M X OW Ratio M y Wny Ratio No. Max Muy ft kip-ft kip-ft OW kip-ft kip-ft Wnv L1 57 - 27 (1) TP19.8504xl3.5x0.1875 142.40 304.91 0.467 0.00 304.91 0.000 L2 27 - 0 (2) TP25xl8.8404x0.25 350.32 694.21 0.505 0.00 694.21 0.000 Pole Shear Design Data Section Elevation Size Actual Vn Ratio Actual Tn Ratio No. V. V. T� T. ft K K OVn kip-ft kip-ft 0Tn L1 57 - 27 (1) TP19.8504xl 3.5x0.1875 6.53 201.62 0.032 0.00 337.45 0.000 L2 27 - 0 (2) TP25x18.8404x0.25 7.37 349.66 0.021 0.01 761.24 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Max May V� T. Stress Stress ft OPn Wnx Wny OVn 0Tn Ratio Ratio L1 57 - 27 (1) 0.015 0.467 0.000 0.032 0.000 0.483 1.050 4.8.2 L2 27 - 0 (2) 0.012 0.505 0.000 0.021 0.000 0.517 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P 6Pa.. No ft Type Element K K Capacity L1 57 - 27 Pole TP19.8504xl3.54.1875 1 -9.88 705.65 46.0 L2 27 - 0 Pole TP25xl8.8404x0.25 2 -13.53 1223.82 49.2 Summary Pole (1-2) 49.2 RATING = 49.2 Pass Fail Pass Pass Pass Pass tnxTower Report - version 8.1.1.0 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 APPENDIX B BASE LEVEL DRAWING July 05, 2021 CC/ BU No 840470 Page 27 tnxTower Report - version 8.1.1.0 i 7 Q4 Q1 I 1 \ Q3 Q2 / (OTHER CONSIDERED EQUIPMENT) (1) 1/2- TO 4 FT LEVEL e CLIMBING PEGS W/ SAFETY CLIMB BUSINESS UNIT: 840470 TOWER ID: C—BASELEVEL (PROPOSED EQUIPMENT CONFIGURATION) (1) 5/16" TO 57 FT LEVEL (19) 7/8" TO 57 FT LEVEL (PROPOSED EQUIPMENT CONFIGURATION —IN (2) 2-1/2- CONDUITS) (2) 3/8" TO 53 FT LEVEL (4) 3/4" TO 53 FT LEVEL (OTHER CONSIDERED EOUIPMENT—IN CONDUIT) (4) 1-1/4" TO 38 FT LEVEL 57 Ft Monopole Tower Structural Analysis Project Number CN8-938 / 2101398, Order 565149, Revision 0 APPENDIX C ADDITIONAL CALCULATIONS July 05, 2021 CC/ BU No 840470 Page 28 tnxTower Report - version 8.1.1.0 Monopole Base Plate Connection BU # 840470 Site Name Lake Ballinger Order # 565149 Rev. 0 Analysis Considerations TIA-222 Revision H Grout Considered: No lar (in) 2.25 Applied Loads Moment (kip-ft) 1 350.32 Axial Force (kips) 13.53 Shear Force (kips) 7.37 *TIA-222-H Section 15.5 Applied CCCROWN CASTLE Anchor Rod Data Anchor Rod Summary (units of kips, kip -in) (4) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 33" BC Pu_t = 123.76 (�Pn_t = 243.75 Stress Rating Vu = 1.84 (�Vn = 149.1 48.4% Base Plate Data Mu = n/a (Mn = n/a Pass 39" OD x 1.75" Plate (A572-60; Fy=60 ksi, Fu=75 ksi) Base Plate Summary Stiffener Data Max Stress (ksi): 31.66 (Flexural) N/A Allowable Stress (ksi): 54 Stress Rating: 55.8% Pass Pole Data 25" x 0.25" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) CClplate - Version 4.1.2 Analysis Date: 07/05/2021 Monopole Base Plate Connection - Seismic BU # 840470 Site Name Lake Ballinger Order # 565149 Rev. 0 Analysis Considerations TIA-222 Revision H Grout Considered: No lar (in) 2.25 Moment (kip-ft) 166.64 Axial Force (kips) 15.46 Shear Force (kips) 3.07 *TIA-222-H Section 15.5 Applied *1.5 Overstrength Factor Applied CCCROWN CASTLE Anchor Rod Data Anchor Rod Summary (units of kips, kip -in) (4) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 33" BC Pu—t = 86.85 (�Pn_t = 243.75 Stress Rating Vu = 1.15 (�Vn = 149.1 33.9% Base Plate Data Mu = n/a (Mn = n/a Pass 39" OD x 1.75" Plate (A572-60; Fy=60 ksi, Fu=75 ksi) Base Plate Summary Stiffener Data Max Stress (ksi): 15.61 (Flexural) N/A Allowable Stress (ksi): 54 Stress Rating: 27.5% Pass Pole Data 25" x 0.25" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) CClplate - Version 4.1.2 Analysis Date: 07/05/2021 Drilled Pier Foundation BU # : 840470 Site Name: Lake Balinger Order Number: 565149 Rev. 0 TIA-222 Revison: H Tower Type: Monopole Applied Loads Comp. Uplift Moment ki -ft 350.32 Axial Force (kips)l 13.54 Shear Force (kips 7.36 Material Concrete Strength, fC71 Properties ksi Rebar Strength, F 60 ksi Tie Yield Strength, Fyt: I 60 ksi Pier Design Data DepthDepthl 18 ft Ext. Above Gradel 1 Ift Pier Section 1 From V above grade to 18' below grade Pier Diameter 4.5 ft Rebar Quantity 16 Rebar Size 8 Clear Cover to Ties 4 in Tie Size 5 Tie Spacing in Rebar & Pier Options Embedded Pole Inputs pnmrlmamsma Analysis Results Soil Lateral Check Compression Uplift D _o (ft from TOC) 5.76 Soil Safety Factor 8.43 Max Moment (kip-ft) 385.43 Rating*1 15.0% Soil Vertical Check Compression Uplift Skin Friction (kips) 199.09 End Bearing (kips) 214.95 Weight of Concrete (kips) 54.39 Total Capacity (kips) 414.04 Axial (kips) 67.93 Rating* 15.6% Reinforced Concrete Flexure Compression Uplift Critical Depth (ft from TOC) 5.75 Critical Moment (kip-ft) 385.43 Critical Moment Capacity 1294.64 Rating* 28.4% Reinforced Concrete Shear Compression Un/ift Critical Depth (ft from TOC) 14.16 Critical Shear (kip) 63.29 Critical Shear Capacity 296.42 Rating* 20.3% Structural Foundation Rating* 28.4% Soil Interaction Rating* 15.6% *Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth 21 # of Layers 2 (:Dc CROWN CASTLE Check Limitation Apply TIA-222-H Section 15.5: Additional Longitudinal Rebar N/A Input Effective Depths (else Actual): Shear Design Options 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 yso;i yconcrete 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 2.25 2.25 110 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 2.25 18 15.75 110 150 0 40.8 1.192 1.192 18.02 50 Cohesionless Version 5.0.2 cc CROWN CASTLE Decimal Degrees Lat: 47.781750 Long:-122.343861 BU: 840470 WO: 1990390 Order: 565149 Structure: Rev:N 0 Deg Min Sec + 47 46 54.30 122 20 37.90 Seismic Design Code: TIA-222-H-1 Site Soil: D (Determined) Stiff Soil (Default) Risk Category: II USGS Seismic Reference Ss: 1.2770 g Sl: 0.4480 g TL: 6 s Importance Factor, le: 1 Acceleration -based site coefficient, Fa: 1.0000 Velocity -based site coefficient, F,,: 1.8520 Design spectral response acceleration short period, Sps: 0.8513 g Design spectral response acceleration 1 s period, Spl: 0.5531 g T,: 0.6497 Seismic Design Category Based on Sps: D Seismic Design Category Based on Sp1: D Seismic Design Category Based on S1: N/A Controlling Seismic Design Category: CCISeismic 3.3.7 Page 1 Analysis Date: 07/05/2021 (JCCROWN CASTLE BU: 840470 WO: 1990390 Order: 565149 Tower Type Height, h Effective Seismic Weight, W Amplification Factor, A, Tapered Monopole 57 11.28 1.0 Response Modification Factor, R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure, W W, E g Average Moment of Inertia, lavg Fa Approximate Fundamental Period Monopole, Ta Seismic Response Coefficient, C Seismic Response Coefficient Max 1, Csma; Seismic Response Coefficient Max 2, Csma: Seismic Response Coefficient Min 1, Csmf, Seismic Response Coefficient Min 2, Csmi, Controlling Seismic Response Coefficient, Cs, Seismic Base Shear. V 6.7972 4.482575413 29000.0 386.088 717.2777911 0.492727643 2.0295 0.2725 N/A N/A 0.0375 N/A 0.2725 3.074 Period Related Exponent, k:1 1.765 Sum of w;h;k 8985.79 ft kips Structure: A Rev: 0 2.7.8.1 (ips (ips (Si n/s' 4 n 1Z 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: 07/05/2021 Height ET 57.00 MTower Height, j"M 52.00 Section Loads Weight, w. 0.2948 w.h.k 314.69 C- 0.0350 F.h 0.1077 F_ 0.0502 Section Length Atop Number 1 - 1 10.00 1 - 2 10.00 47.00 42.00 0.3382 247.67 0.0276 0.0847 0.0576 1-3 10.00 37.00 32.00 0.3817 172.95 0.0192 0.0592 0.0650 2-1 10.00 30.00 25.00 0.5366 157.28 0.0175 0.0538 0.0914 2-2 10.00 20.00 15.00 0.5927 70.53 0.0078 0.0241 0.1009 2 - 3 10.00 10.00 5.00 0.6489 11.11 0.0012 0.0038 0.1105 CCISeismic 3.3.7 Page 3 Analysis Date: 07/05/2021 Name tower mounts Lightning Rod 5/8" x 4' Discrete lh� lip 57.00 0.0300 - In k dL 37.65 c- 0.0042 F.h Ohl 0.0129 F_ 0.0051 commscope NNH4-65C-R6 w/ Mount Pipe 57.00 0.1321 165.82 0.0185 0.0567 0.0225 commscope NNH4-65C-R6 w/ Mount Pipe 57.00 0.1321 165.82 0.0185 0.0567 0.0225 commscope NNH4-65C-R6 w/ Mount Pipe 57.00 0.1321 165.82 0.0185 0.0567 0.0225 commscope NNHH-65C-R4_CCIV2 w/ Mount Pipe 57.00 0.1568 196.82 0.0219 0.0673 0.0267 commscope NNHH-65C-R4 CCIV2 w/ Mount Pipe 57.00 0.1568 196.82 0.0219 0.0673 0.0267 commscope NNHH-65C-R4_CCIV2 w/ Mount Pipe 57.00 0.1568 196.82 0.0219 0.0673 0.0267 nokia AHCA_CCIV3 57.00 0.0400 50.21 1 0.0056 0.0172 0.0068 nokia AHCA_CCIV3 57.00 0.0400 50.21 0.0056 0.0172 0.0068 nokia AHCA_CCIV3 57.00 0.0400 50.21 0.0056 0.0172 0.0068 nokia AHFIB 57.00 0.0900 112.96 0.0126 0.0386 0.0153 nokia AHFIB 57.00 0.0900 112.96 0.0126 0.0386 0.0153 nokia AHFIB 57.00 0.0900 112.96 0.0126 0.0386 0.0153 nokia AHLBA 57.00 0.1000 125.52 0.0140 0.0429 0.0170 nokia AHLBA 57.00 0.1000 125.52 0.0140 0.0429 0.0170 nokia AHLBA 57.00 0.1000 125.52 0.0140 0.0429 0.0170 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.0386 0.0153 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.0386 0.0153 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.0386 0.0153 (3) tower mounts 4' x 3" Pipe Mount 57.00 0.0900 112.96 0.0126 0.0386 0.0153 (3) tower mounts 4' x 3" Pipe Mount 57.00 0.0900 112.96 0.0126 0.0386 0.0153 (3) tower mounts 4' x 3" Pipe Mount 57.00 0.0900 112.96 0.0126 0.0386 0.0153 10' Horizontal Pipe [P2.5 STD] 57.00 0.0600 75.31 0.0084 0.0258 0.0102 10' Horizontal Pipe [P2.5 STD] 57.00 0.0600 75.31 0.0084 0.0258 0.0102 10' Horizontal Pipe [P2.5 STD] 57.00 0.0600 75.31 0.0084 0.0258 0.0102 (3) Telescoping Arm [#X-SNP-ST8] 57.00 0.3390 425.50 0.0474 0.1456 0.0577 Ring Mount [#LWRM] 57.00 0.2640 331.36 0.0369 0.1134 0.0450 tower mounts Platform Mount [LP 601-1] 57.00 1.1220 1408.28 0.1567 0.4818 0.1910 tower mounts Transition Ladder 57.00 0. 16OO 200.82 0.0223 0.0687 0.0272 nokia AEQK w/ Mount Pipe 57.00 0.1100 138.07 0.0154 0.0472 0.0187 nokia AEQK w/ Mount Pipe 57.00 0.1100 138.07 0.0154 0.0472 0.0187 nokia AEQK w/ Mount Pipe 57.00 0.1100 138.07 0.0154 0.0472 0.0187 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.6386 0.0153 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.0386 0.0153 alcatel lucent RRH4X25-WCS 57.00 0.0900 112.96 0.0126 0.0386 0.0153 raycap DC9-48-60-24-8C-EV 57.00 0.0300 37.65 0.0042 0.0129 0.0051 tower mounts 6' x 2" Mount Pipe 57.00 0.0200 25.10 0.0028 0.0086 0.0034 (2) Standoff Mount[#WWM02] 57.00 0.0600 75.31 0.0084 0.0255 0.0102 raycap DC6-48-60-18-8F 53.00 0.0200 22.08 0.0025 0.0076 0.0034 raycap DC6-48-60-18-8F 53.00 0.0200 22.08 0.0025 0.0076 0.0034 tower mounts 4' x 2" Pipe Mount 53.00 0.0300 33.12 0.0037 0.0113 0.0051 tower mounts 4' x 2" Pipe Mount 53.00 0.0300 33.12 0.0037 0.0113 0.0051 rfs celwave APXVBBLL15X_43-C-120 w/ Mount Pipe 38.00 0.1065 65.34 0.0073 0.0224 0.0181 rfs celwave APXVBBLL15X_43-C-I20 w/ Mount Pipe 38.00 0.1065 65.34 0.0073 0.0224 0.0181 rfs celwave APXVBBLL15X_43-C-120 w/ Mount Pipe 38.00 0.1065 65.34 0.0073 0.0224 0.0181 samsung telecommunications M-MIMO AAU w/ Mount Pipe 38.00 0.1700 104.32 0.0116 0.0357 0.0289 samsung telecommunications M-MIMO AAU w/ Mount Pipe 38.00 0.1700 104.32 0.0116 0.0357 0.0289 samsung telecommunications M-MIMO AAU w/ Mount Pipe 38.00 0.1700 104.32 0.0116 0.0357 0.0289 Samsung telecommunications RRH-P4 38.00 0.0600 36.82 0.0041 0.0126 0.0102 samsung telecommunications RRH-P4 38.00 0.0600 36.82 0.0041 0.0126 0.0102 samsung telecommunications RRH-P4 38.00 0.0600 36.82 0.0041 0.0126 0.0102 samsung telecommunications 800MHz RRH 38.00 0.0600 36.82 0.0041 0.0126 0.0102 samsung telecommunications 8O0MHz RRH 38.00 0.0600 36.82 0.0041 0.0126 0.0102 samsung telecommunications 800MHz RRH 38.00 0.0600 36.82 0.0041 0.0126 0.0102 rfs celwave FIM80OCAB-C2D 38.00 0.0500 30.68 0.0034 0.0105 0.0085 rfs celwave FIM800CAB-C2D 38.00 0.0500 30.68 0.0034 0.0105 0.0085 rfs celwave FIM80OCAB-C2D 38.00 0.0500 30.68 1 0.0034 0.0105 0.0085 Double Support Arm Kit [#RDS23-XX] 38.00 0.4560 279.84 0.0311 0.0957 0.0111 gps GPS_A 4.00 0.0009 0.01 0.0000 0.0000 0.0001 rosenberger leoni FB-15-ABOX 4.00 0.0100 0.12 0.0000 0.0000 1 0.0017 Sumil CCISeismic 3.3.7 Page 4 Analysis Date: 07/05/2021 Name miscl (mh) Safety Line 3/8" From 11 to 57 Start Height 47.00 Linear Loads End Heighi 57.00 h� do 52.00 W. 0.0022 M fth. 0.0003 0.0008 0.0004 miscl (mh) Safety Line 3/8" From 11 to 57 37.00 47.00 42.00 0.0022 1.61 0.0002 0.0006 0.0004 miscl (mh) Safety Line 3/8" From 11 to 57 27.00 37.00 32.00 0.0022 1.00 0.0001 0.0003 0.0004 miscl (mh) Safety Line 3/8" From 11 to 57 17.00 27.00 22.00 0.0022 0.51 0.0001 0.0002 0.0004 miscl (mh) Safety Line 3/8" From 11 to 57 11.00 17.00 14.00 0.0013 0.14 0.0000 0.0000 0.0002 miscl (mh) Climbing Rungs From 11 to 57 47.00 57.00 52.00 0.0180 19.26 0.0021 0.0066 0.0031 miscl (mh) Climbing Rungs From 11 to 57 37.00 47.00 42.00 0.0180 13.21 0.0015 0.0045 0.0031 miscl (mh) Climbing Rungs From 11 to 57 27.00 37.00 32.00 0.0180 8.17 0.0009 0.0028 0.0031 miscl (mh) Climbing Rungs From 11 to 57 17.00 27.00 22.00 0.0180 4.22 0.0005 0.0014 0.0031 miscl (mh) Climbing Rungs From 11 to 57 11.00 17.00 14.00 0.0108 1.14 0.0001 0.0004 0.0018 andrew ATCB-B01(5/16) From 3 to 57 47.00 57.00 52.00 0.0008 0.80 0.0001 0.0003 0.0001 andrew ATCB-B01(5/16) From 3 to 57 37.00 47.00 42.00 0.0008 0.55 0.0001 0.0002 0.0001 andrew ATCB-B01(5/16) From 3 to 57 27.00 37.00 32.00 0.0008 0.34 0.0000 0.0001 0.0001 andrew ATCB-B01(5/16) From 3 to 57 17.00 27.00 22.00 0.0008 0.18 0.0000 0.0001 0.0001 andrew ATCB-B01(5/16) From 3 to 57 7.00 17.00 12.00 0.0008 0.06 0.0000 0.0000 0.0001 andrew ATCB-B01(5/16) From 3 to 57 3.00 7.00 5.00 0.0003 0.01 0.0000 0.0000 0.0001 (18) andrew LDF5-50A(7/8) From 3 to 57 47.00 57.00 52.00 0.0594 63.40 0.0071 0.0217 0.0101 (18) andrew LDF5-50A(7/8) From 3 to 57 37.00 47.00 42.00 0.0594 43.49 0.0048 0.0149 0.0101 (18) andrew LDF5-50A(7/8) From 3 to 57 27.00 37.00 32.00 0.0594 26.92 0.0030 0.0092 0.0101 (18) andrew LDF5-50A(7/8) From 3 to 57 17.00 27.00 22.00 0.0594 13.89 0.0015 0.0048 0.0101 (18) andrew LDF5-50A(7/8) From 3 to 57 7.00 17.00 12.00 0.0594 4.77 0.0005 0.0016 0.0101 (18) andrew LDF5-50A(7/8) From 3 to 57 3.00 7.00 5.00 0.0238 0.41 0.0000 0.0001 0.0040 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8)From 3to 57 47.00 57.00 52.00 0.0088 9.39 0.0010 0.0032 1 0.0015 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8) From 3 to 57 37.00 47.00 42.00 0.0088 6.44 0.0007 0.0022 0.0015 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8)From 3to 57 27.00 37.00 32.00 0.0088 3.99 0.0004 0.0014 0.0015 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8) From 3 to 57 17.00 27.00 22.00 0.0088 2.06 0.0002 0.0007 0.0015 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8) From 3 to 57 7.00 17.00 12.00 0.0088 0.71 0.0001 0.0002 0.0015 rosenberger Ieoni WR-VG66ST-BRD_CCIV2(7/8) From 3 to 57 3.00 7.00 5.00 0.0035 0.06 0.0000 0.0000 0.0006 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 47.00 53.00 50.00 0.0011 1.09 0.0001 0.0004 0.0002 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 37.00 47.00 42.00 0.0018 1.33 0.0001 0.0005 0.0003 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 27.00 37.00 32.00 0.0018 0.82 0.0001 0.0003 0.0003 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 17.00 27.00 22.00 0.0018 0.43 0.0000 0.0001 0.0003 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 7.00 17.00 12.00 0.0018 0.15 0.0000 0.0000 0.0003 (2) commscope RFFT-36SM-001-XXM(3/8) From 3 to 53 3.00 7.00 5.00 0.0007 0.01 0.0000 0.0000 0.0001 (4) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 47.00 53.00 50.00 0.0140 13.96 0.0016 1 0.0048 0.0024 (4) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 37.00 47.00 42.00 0.0234 17.10 0.0019 0.0059 0.0040 (4) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 27.00 37.00 32.00 0.0234 10.59 0.0012 0.0036 0.0040 (4) rosenberger Ieoni W R-VG86ST-BRD(3/4) From 3 to 53 17.00 27.00 22.00 0.0234 5.46 0.0006 0.0019 0.0040 (4) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 3 to 53 7.00 17.00 12.00 0.0234 1.87 0.0002 0.0006 0.0040 (4) rosenberger Ieoni W R-VG86ST-BRD(3/4) From 3 to 53 3.00 7.00 5.00 0.0093 0.16 0.0000 0.0001 0.0016 (2) 2-1/2" Conduit From 3 to 53 47.00 53.00 50.00 0.0695 69.24 0.0077 0.0237 0.0118 (2) 2-1/2" Conduit From 3 to 53 37.00 47.00 42.00 OM59 84.84 0.0094 0.0290 0.0197 (2) 2-1/2" Conduit From 3 to 53 27.00 37.00 32.00 0.1159 52.50 0.0058 0.0180 0.0197 (2) 2-1/2" Conduit From 3 to 53 17.00 27.00 22.00 0.1159 27.10 0.0030 0.0093 0.0197 (2) 2-1/2" Conduit From 3 to 53 7.00 17.00 12.00 0.1159 9.30 0.0010 0.0032 0.0197 (2) 2-1/2" Conduit From 3 to 53 3.00 7.00 5.00 0.0463 0.79 0.0001 0.0003 0.0079 (4) samsung telecommunications TYPE 1(1-1/4) From 3 to 38 37.00 38.00 37.50 0.0020 1.20 0.0001 0.0004 0.0003 (4) samsung telecommunications TYPE 1(1-1/4) From 3 to 38 27.00 37.00 32.00 0.0200 9.06 0.0010 0.0031 0.0034 (4) samsung telecommunications TYPE 1(1-1/4) From 3 to 38 17.00 27.00 22.00 0.0200 4.68 0.0005 0.0016 0.0034 (4) samsung telecommunications TYPE 1(1-1/4) From 3 to 38 7.00 17.00 12.00 0.0200 1.61 0.0002 0.0005 0.0034 (4) samsung telecommunications TYPE 1(1-1/4) From 3 to 38 3.00 7.00 5.00 0.0080 0.14 0.0000 0.0000 0.0014 (2) miscl (mh) 3" Conduit From 3 to 38 37.00 38.00 37.50 0.0125 7.49 0.0008 0.0026 0.0021 (2) miscl (mh) 3" Conduit From 3 to 38 27.00 37.00 32.00 0.1250 56.64 0.0063 0.0194 0.0213 (2) miscl (mh) 3" Conduit From 3 to 38 17.00 27.00 22.00 0.1250 29.24 0.0033 0.0100 0.0213 (2) miscl (mh) 3" Conduit From 3 to 38 7.00 17.00 12.00 0.1250 10.03 0.0011 0.0034 0.0213 (2) miscl (mh) 3" Conduit From 3 to 38 3.00 7.00 5.00 0.0500 0.86 0.0001 0.0003 0.0085 andrew LDF4-50A(1/2) From 0 to 4 0.00 4.00 2.00 0.0006 0.00 0.0000 0.0000 0.0001 Sum 1.6787 646.77 CCISeismic 3.3.7 Page 5 Analysis Date: 07/05/2021 ►SCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 433.72 ft (NAVD 88) Risk Category: II Latitude: 47.78175 Soil Class: D - Stiff Soil Longitude:-122.343861 r _ y r i •� F �.. n 0. L� • 7 h R all • 7 / L\ liblIS11 �l ram. !. ■; t S4 !!� •. � �� f R - Y , � � T • Wind Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph ti I I:14k Lrn•Iw �tl li mnnas .' Eu TErIJ�r Ilij- � Nw e 13an kennlcry $01M1 II nnl, STi tell fiP. � ...�119aod llrvlik l =sa t FF„k Alq lmm�n _ _ Kttyegar I y tip,•, Kirkland RkI IDS BIMI►� � - � ' Y1yy HiL I �.1IIt,nVne I'iirli — 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: Mon Jul 05 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 Mon Jul 05 2021 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: Ss 1.277 So, : N/A S, 0.448 T I 6 Fa 1 PGA: 0.542 F, N/A PGA M : 0.596 SMs 1.277 FPGA 1.1 SM, N/A le : 1 SIDS 0.851 C, : 1.355 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Jul 05 2021 Date Source: USGS Seismic Design Maps https:Hasce7hazardtool.onIine/ Page 2 of 3 Mon Jul 05 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 Mon Jul 05 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:Hasce7hazardtool.online/ Page 3 of 3 Mon Jul 05 2021