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REVIEWED BLD2022-0824+Structural_Analysis+6.23.2022_1.44.58_PM+2951024RECEIVED BLD2022-0824 Date: September 15, 2021 Jun 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co -Locate Site Number: Site Name: Crown Castle Designation: Engineering Firm Designation: Site Data: BU Number: Site Name: JDE Job Number: Work Order Number Order Number: TEP Project Number: d+ irk Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 263807 ESPERANCE 824070 Five Corners -Fire Station 685309 2016630 578095 Rev. 0 46292.600222 8505 Bowdoin Way, Edmonds, Snohomish County, WA 98026 Latitude 47' 48' 24.54'; Longitude -1220 20' 55.38" 123 Foot - Monopole Tower Tower Engineering Professionals 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: LC8.7: Feasibility SA for Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 98 mph as required by the 2018 Washington State Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Matthew E. Crispi, E.I. / DEN Respectfully submitted by: Ronnie E. Glover, P.E., S.E. I:l ZLTIIIRITA0191 BY CITY OF EDMONDS q �w 7%4 O 52921 09/15/2021 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, 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 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations September 15, 2021 CCI BU No 824070 Page 2 tnxTower Report - version 8.1.1.0 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 1) INTRODUCTION September 15, 2021 CCI BU No 824070 Page 3 This tower is a 108.5-ft monopole tower designed by FWT. A proposed 14.5-ft tower extension of assumed properties has been considered in this analysis, increasing the overall tower height to 123.0-ft. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 98 mph Exposure Category: B Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 30 mph Seismic Ss: 1.284 Seismic S1: 0.452 Service Wind Speed: 60 mph i ame i - rroposea tquipment L;onriguration Center Mounting Line Number Antenna Number Feed Level (ft) Elevation of Antennas Manufacturer Antenna Model of Feed Lines Line Size (in) (ft) 72.0 I 3 F Ericsson I AIR 6449 w/ Mount Pipe F Commscope I NHH-65C-R2B w/ Mount Pipe 3 Ericsson RRUS 4449 B5/B12 69.0 70.0 1 1-5/8 31 � Ericsson RRUS 8843 B2/B66A_CCIV2 1 Raycap RVZDC-6627-PF-48_CCIV2 Tower Mounts T-Arm Mount [TA 602-3] 69.6 r 1 Table 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 3 Jma Wireless MX08FRO665-21 w/ Mount Pipe F 3-1 Fujitsu I TA08025-B605 122.0 122.0 1 1-1/2 I -3F Fujitsu TA08025-13604 F Raycap RDIDC-9181-PF-48 Tower Mounts I Commscope MC-PK8-DSH tnxTower Report - version 8.1.1.0 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 September 15, 2021 CCI BU No 824070 Page 4 Center Mounting Line Number Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size (in) 3 Andrew TMBXX-6516-A2M w/ Mount Pipe 112.0 3 Nokia F AEHC w/ Mount Pipe Commscope TMAT1921B68-21-43 108.0 I L Commscope HCS 2.0 I J F Nokia AHFIG_TMO 2 1-1/2 111.0 F 3-1 Commscope I FFHH-65C-R3 w/ Mount Pipe F1 Nokia FXFB 108.0 I J Nokia AHLOA F 1-1 Tower Mounts T-Arm Mount [TA 602-3] 103.0 F Ydi A-2412 1 1/2 100.0 100.0 F 1-1 Tower Mounts I Side Arm Mount [SO 701-1 ] 1 7/8 1 3 1 KMW Comm. I ETCR-6541-121-16 w/ Mount Pipe I J Samsung Telecom. RRH-P4 6 Samsung Telecom. 80OMHZ RRH 89.0 3 Samsung Telecom. 2.5GHZ RRH-V3 —3F RFS Celwave FIM800CAB-C2D 87.0 OPTIC FIBER JUNCTION 1 14 3 Samsung Telecom. CYLINDER 5 1-11/4 I J Samsung Telecom. 1POWER JUNCTION CYLINDER -17 Motorola 5830BHC F87.0 Tower Mounts Platform Mount [LP 716-1] 85.0 F Andrew PX2F-52-NXA I J Kathrein 80010992 w/ Mount Pipe FCellmax CMA- 3 Technologies UBTULBULBHH/6517/17/21/21 w/ Mount Pipe 3 F Nokia F AEQK w/ Mount Pipe 80.0 I 3 F- Nokia F AHLBBA_CCIV2 18 7/8 79.0 F 3-1 Nokia I AHCA_CCIV3 6 3/4 F 3-1 Alcatel Lucent RRH4X25-WCS 4 3/8 I J Alcatel Lucent B25 RRH4X30-4R F 3-1 Raycap DC6-48-60-18-8F 779.0— I `' Alcatel Lucent B66A RRH4X45 F1 Tower Mounts T-Arm Mount [TA 601-3] 56.0 56.0 F11 Motorola GPS PMP 1 F1 Tower Mounts Pipe Mount [PM 601-1 ] r 1 Raycap RCMDC-3315-PF-48 4.0 F4. 0 Tower Mounts-1 Pipe Mount [PM 601-1 ] tnxTower Report - version 8.1.1.0 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Geotechnical Report Tower Foundation Drawings Tower Manufacturer Drawings 3.1) Analysis Method September 15, 2021 CCI BU No 824070 Page 5 Reference II Source 3534714 CCISites 3804578 CCISites 3534716 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) The 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. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS cable 4 - Section Capacity (Summary) Section No. Elevation (ft) Component Type size Critical Element P (k) (Pa„. (k) % . Pass / Fail Capaaty Ll I 123 - 108.5 I Pole TP12.75x12.750.375 TP15.89x13.5x0.1875 F1 I -3.85 -6.83 1 482.20 564.91 I 21.7 37.2 I Pass Pass L2 108.5 - 97.92 Pole L3 97.92 49.58 Pole TP26.442x14.8977x0.25 I -21.42 1256.40 74.7 Pass L4 49.58 - 0 Pole TP37.15x25.1589x0.3125 F -31.08 2276.88 72.3 Pass F-F- F__1 ISummary F-F- F__1 IPole (L3) FT4.7 1 Pass RATING = 74.7 Pass tnxTower Report - version 8.1.1.0 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 September 15, 2021 CCI BU No 824070 Page 6 Table 5 - Tower Component Stresses vs. Capacity — LC8.7 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 Anchor Rods I - 69.2 Pass F-1,2 1 Base Plate - 37.4 Pass F-1,2 FBase Foundation Structural F - 34.4 Pass F-1,2 Base Foundation Soil Interaction - 44.6 Pass Structure Rating (max from all components) = 74.7% Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No further modifications are required once the proposed modifications are installed. tnxTower Report - version 8.1.1.0 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 APPENDIX A TNXTOWER OUTPUT September 15, 2021 CCI BU No 824070 Page 7 tnxTower Report - version 8.1.1.0 a m O N N p M m cb a o O N 0 N O N MO (i L6 V O V n N N N O 4 4 N 6 V N N Q 0 N 7 tD � N M 7 It) � � N r M iu r rn _ m J d m rn Y B a a E o m .� z in m° c7 3 123.0 ft 108.5 ft 97.9 ft 49.6 ft 0.0 ft MATERIAL STRENGTH GRADE F Fu GRADE F Fu A53-B-35 35 ksi 60 ksi I A572-65 165 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Snohomish County, Washington. 2. Tower designed for Exposure B 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 3.38 9. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 10. TOWER RATING: 74.7% LL REACTIONS RE FACTORED AXIAL 36 K �R MOMENT 635 kip-ft ORQUE 0 kip-ft SEISMIC AXIAL 48 K MOMENT r 195 kip-ft ORQUE 0 kip-ft WIND - 1.0000 in ICE AXIAL 31K MOMENT � 1329 kip-ft TORQUE 1 kip-ft REACTIONS - 98 mph WIND Tower Engineering Professionals, Inc. °° Five Corners -Fire Station (BU 326 Tryon Road Project: TEP No. 46292.600222 Raleigh, NC 27603-5263 Client: Crown Castle Drawn by: SMA Engineering Professionals Phone: (919) 661-6351 Code: TIA-222-H Date:09/15/21 App'd: tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 1 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 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: 441.00 ft. Basic wind speed of 98 mph. Risk Category II. Exposure Category B. 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. CCISeismic Note: Seismic loads generated by CCISeismic 3.38. 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: Ke,(FW) = 0.95, Kes(ti) = 0.85, Ke,(E, 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 KUr 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 KUry 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 Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 2 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 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 123.00-108.50 14.50 0.00 Round 12.7500 12.7500 0.3750 A53-B-35 (35 ksi) L2 108.50-97.92 10.58 2.08 12 13.5000 15.8900 0.1875 0.7500 A572-65 (65 ksi) L3 97.92-49.58 50.42 3.42 12 14.8977 26.4420 0.2500 1.0000 A572-65 (65 ksi) L4 49.58-0.00 53.00 12 25.1589 37.1500 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C UC J IMQ w w/t in in2 in4 in in in3 in4 in2 in L1 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 L2 13.9101 8.0374 181.8118 4.7659 6.9930 25.9991 368.3999 3.9558 3.1155 16.616 16.3844 9.4804 298.3661 5.6215 8.2310 36.2490 604.5706 4.6660 3.7560 20.032 L3 15.8281 11.7914 322.9154 5.2439 7.7170 41.8447 654.3141 5.8034 3.3226 13.29 27.2866 21.0846 1846.2386 9.3767 13.6970 134.7919 3740.9799 10.3772 6.4165 25.666 L4 26.7373 25.0017 1970.0837 8.8950 13.0323 151.1689 3991.9237 12.3051 5.9051 18.896 38.3503 37.0677 6420.4030 13.1878 19.2437 333.6366 13009.4772 18.2436 9.1187 29.18 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ftZ in in in in Ll 1 1 1 123.00-108.50 L2 1 1 1 108.50-97.92 L3 97.92-49.58 1 1 1 L4 49.58-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in plf Calculation Safety Line 3/8 C No Surface Ar 123.00 - 1 1 0.500 0.3750 0.22 (CaAa) 0.00 0.500 LDF5-50A(7/8) B No Surface Ar 79.00 - 0.00 18 6 0.250 1.0900 0.33 (CaAa) 0.250 WR-VG86ST-BRD(3/4) B No Surface Ar 79.00 - 0.00 6 2 0.000 0.7950 0.58 (CaAa) 0.000 FB-L98B-002-125000(3/ B No Surface Ar 79.00 - 0.00 2 2 0.250 0.3937 0.06 8) (CaAa) 0.250 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 3 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in plf Calculation FB-L98B-002-125000(3/ B No Surface Ar 79.00 - 0.00 2 2 0.000 0.3937 0.06 8) (CaAa) 0.000 MLE HYBRID A No Surface Ar 69.00 - 0.00 1 1 0.250 1.6250 1.07 9POWER/18FIBER RL (CaAa) 0.250 2(1-5/8) Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ft2/ft plf Calculation CUI2PSM9P6XXX( B No No Inside Pole 122.00 - 0.00 1 No Ice 0.00 2.35 1-1/2) 1/2" Ice 0.00 2.35 1" Ice 0.00 2.35 LDF7-50A(1-5/8) A No No Inside Pole 108.00 - 0.00 6 No Ice 0.00 0.82 1/2" Ice 0.00 0.82 1" Ice 0.00 0.82 HCS 2.0 Part A No No Inside Pole 108.00 - 0.00 2 No Ice 0.00 1.71 3(1-1/2) 1/2" Ice 0.00 1.71 1" Ice 0.00 1.71 LDF4-50A(1/2) C No No Inside Pole 100.00 - 0.00 1 No Ice 0.00 0.15 1/2" Ice 0.00 0.15 1" Ice 0.00 0.15 LDF5-50A(7/8) C No No Inside Pole 100.00 - 0.00 1 No Ice 0.00 0.33 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 LDFI-50A(1/4) A No No Inside Pole 87.00 - 0.00 1 No Ice 0.00 0.06 1/2" Ice 0.00 0.06 1" Ice 0.00 0.06 TYPE 1(1-1/4) A No No Inside Pole 87.00 - 0.00 5 No Ice 0.00 0.50 1/2" Ice 0.00 0.50 1" Ice 0.00 0.50 2.5" Flexible A No No Inside Pole 87.00 - 0.00 6 No Ice 0.00 0.38 Conduit 1/2" Ice 0.00 0.38 1" Ice 0.00 0.38 LDFI-50A(1/4) C No No Inside Pole 56.00 - 0.00 1 No Ice 0.00 0.06 1/2" Ice 0.00 0.06 1" Ice 0.00 0.06 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft, ft, ft, ft, K Ll 123.00-108.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.544 0.000 0.00 L2 108.50-97.92 A 0.000 0.000 0.000 0.000 0.08 B 0.000 0.000 0.000 0.000 0.02 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 4 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Tower Section Tower Elevation h Face AR f , AF ft2 CAAA In Face fit, CAAA Out Face It, Weight K C 0.000 0.000 0.397 0.000 0.00 L3 97.92-49.58 A 0.000 0.000 3.156 0.000 0.60 B 0.000 0.000 28.552 0.000 0.40 C 0.000 0.000 1.813 0.000 0.03 L4 49.58-0.00 A 0.000 0.000 8.057 0.000 0.71 B 0.000 0.000 48.116 0.000 0.60 C 0.000 0.000 1.859 0.000 0.04 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in fit, fit, fit, fit, K Ll 123.00-108.50 A 0.964 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 3.338 0.000 0.03 L2 108.50-97.92 A 0.953 0.000 0.000 0.000 0.000 0.08 B 0.000 0.000 0.000 0.000 0.02 C 0.000 0.000 2.412 0.000 0.02 L3 97.92-49.58 A 0.919 0.000 0.000 6.855 0.000 0.66 B 0.000 0.000 63.713 0.000 0.91 C 0.000 0.000 11.022 0.000 0.11 L4 49.58-0.00 A 0.822 0.000 0.000 17.171 0.000 0.85 B 0.000 0.000 105.719 0.000 1.43 C 0.000 0.000 10.974 0.000 0.11 Feed Line Center of Pressure CP7 CPX CP7 Section Elevation CPX Ice Ice ft in in in in Ll 123.00-108.50 -0.3157 0.1823 -0.7706 0.4449 L2 108.50-97.92 -0.1979 0.1142 -0.7696 0.4443 L3 97.92-49.58 2.6981 -0.5846 2.6736 -0.6793 L4 49.58-0.00 3.6543 -1.0324 3.8488 -1.2836 Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. K, No Ice K Ice Ll 1 Safety Line 3/8 108.50 - 1.0000 1.0000 123.00 L2 I Safety Line 3/8 97.92 - 108.50 1.0000 1.0000 L3 1 Safety Line 3/8 49.58 - 97.92 1.0000 1.0000 L31 I I LDF5-50A(7/8) 49.58 - 79.00 1.00001 1.0000 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 5 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Tower Section Feed Line Record No. Description Feed Line Segment Elev. & No Ice K, Ice L3 12 WR-VG86ST-BRD(3/4) 49.58 - 79.00 1.0000 1.0000 L3 13 FB-L98B-002-125000(3/8) 49.58 - 79.00 1.0000 1.0000 L3 14 FB-L98B-002-125000(3/8) 49.58 - 79.00 1.0000 1.0000 L3 15 MLE HYBRID 49.58 - 69.00 1.0000 1.0000 9POWER/18FIBER RL 2(1-5/8) L4 I Safety Line 3/8 0.00-49.58 1.0000 1.0000 L4 I I LDF5-50A(7/8) 0.00-49.58 1.0000 1.0000 L4 12 WR-VG86ST-BRD(3/4) 0.00-49.58 1.0000 1.0000 L4 13 FB-L98B-002-125000(3/8) 0.00-49.58 1.0000 1.0000 L4 14 FB-L98B-002-125000(3/8) 0.00-49.58 1.0000 1.0000 L4 15 MLE HYBRID 0.00-49.58 1.0000 1.0000 9POWER/18FIBER RL 2(1-5/8) User Defined Loads - Seismic Description Elevation Offset Azimuth E� E& Eh, Eh From Angle Centroid ft ft K K K K CCISeismic Tower Section 1 - 1 120.75 0.00 0.0000 0.05 0.00 0.00 0.11 CCISeismic Tower Section 1 - 2 113.50 0.00 0.0000 0.10 0.00 0.00 0.23 CCISeismic Tower Section 2 - 1 108.21 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic Tower Section 2 - 2 102.92 0.00 0.0000 0.06 0.00 0.00 0.11 CCISeismic Tower Section 3 - 1 99.79 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic Tower Section 3 - 2 94.58 0.00 0.0000 0.09 0.00 0.00 0.14 CCISeismic Tower Section 3 - 3 84.58 0.00 0.0000 0.10 0.00 0.00 0.13 CCISeismic Tower Section 3 - 4 74.58 0.00 0.0000 0.12 0.00 0.00 0.11 CCISeismic Tower Section 3 - 5 64.58 0.00 0.0000 0.13 0.00 0.00 0.09 CCISeismic Tower Section 3 - 6 54.58 0.00 0.0000 0.14 0.00 0.00 0.07 CCISeismic Tower Section 4 - 1 51.50 0.00 0.0000 0.05 0.00 0.00 0.02 CCISeismic Tower Section 4 - 2 45.00 0.00 0.0000 0.19 0.00 0.00 0.07 CCISeismic Tower Section 4 - 3 35.00 0.00 0.0000 0.20 0.00 0.00 0.04 CCISeismic Tower Section 4 - 4 25.00 0.00 0.0000 0.22 0.00 0.00 0.02 CCISeismic Tower Section 4 - 5 15.00 0.00 0.0000 0.23 0.00 0.00 0.01 CCISeismic Tower Section 4 - 6 5.00 0.00 0.0000 0.25 0.00 0.00 0.00 CCISeismic lightning rod 123.00 0.00 0.0000 0.00 0.00 0.00 0.00 5/8"x8-ft LRod CCISeismic omni antenna I" Dia 123.00 0.00 0.0000 0.00 0.00 0.00 0.01 x 8' Omni Antenna CCISeismic jma wireless_cfd 122.00 0.00 0.0000 0.02 0.00 0.00 0.06 MX08FRO665-21 w/ Mount Pipe CCISeismic jma wireless_cfd 122.00 0.00 0.0000 0.02 0.00 0.00 0.06 MX08FRO665-21 w/ Mount Pipe CCISeismic jma wireless cfd 122.00 0.00 0.0000 0.02 0.00 0.00 0.06 MX08FRO665-21 w/ Mount Pipe CCISeismic fujitsu 122.00 0.00 0.0000 0.02 0.00 0.00 0.04 TA08025-B605 CCISeismic fujitsu 122.00 0.00 0.0000 0.02 0.00 0.00 0.04 TA08025-B605 CCISeismic fujitsu 122.00 0.00 0.0000 0.02 0.00 0.00 0.04 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 6 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - El„ From Angle Centroid ft fto K K K TA08025-B605 CCISeismic fujitsu 122.00 0.00 0.0000 0.01 0.00 0.00 TA08025-B604 CCISeismic fujitsu 122.00 0.00 0.0000 0.01 0.00 0.00 TA08025-B604 CCISeismic fujitsu 122.00 0.00 0.0000 0.01 0.00 0.00 TA08025-B604 CCISeismic raycap 122.00 0.00 0.0000 0.00 0.00 0.00 RDIDC-9181-PF-48 CCISeismic tower mounts 122.00 0.00 0.0000 0.36 0.00 0.00 Commscope MC-PK8-DSH CCISeismic (2) pipe 2.4" x 8' 122.00 0.00 0.0000 0.01 0.00 0.00 Pipe CCISeismic (2) pipe 2.4" x 8' 122.00 0.00 0.0000 0.01 0.00 0.00 Pipe CCISeismic (2) pipe 2.4" x 8' 122.00 0.00 0.0000 0.01 0.00 0.00 Pipe CCISeismic andrew_cfd 108.00 0.00 0.0000 0.01 0.00 0.00 TMBXX-6516-A2M w/ Mount Pipe CCISeismic andrew_cfd 108.00 0.00 0.0000 0.01 0.00 0.00 TMBXX-6516-A2M w/ Mount Pipe CCISeismic andrew_cfd 108.00 0.00 0.0000 0.01 0.00 0.00 TMBXX-6516-A2M w/ Mount Pipe CCISeismic nokia AEHC w/ 108.00 0.00 0.0000 0.02 0.00 0.00 Mount Pipe CCISeismic nokia AEHC w/ 108.00 0.00 0.0000 0.02 0.00 0.00 Mount Pipe CCISeismic nokia AEHC w/ 108.00 0.00 0.0000 0.02 0.00 0.00 Mount Pipe CCISeismic commscope_cfd 108.00 0.00 0.0000 0.03 0.00 0.00 FFHH-65C-R3 w/ Mount Pipe CCISeismic commscope_cfd 108.00 0.00 0.0000 0.03 0.00 0.00 FFHH-65C-R3 w/ Mount Pipe CCISeismic commscope_cfd 108.00 0.00 0.0000 0.03 0.00 0.00 FFHH-65C-R3 w/ Mount Pipe CCISeismic (2) commscope 108.00 0.00 0.0000 0.01 0.00 0.00 TMAT1921B68-21-43 CCISeismic (2) commscope 108.00 0.00 0.0000 0.01 0.00 0.00 TMAT1921B68-21-43 CCISeismic (2) commscope 108.00 0.00 0.0000 0.01 0.00 0.00 TMAT1921B68-21-43 CCISeismic commscope HCS 108.00 0.00 0.0000 0.00 0.00 0.00 2.0 CCISeismic commscope HCS 108.00 0.00 0.0000 0.00 0.00 0.00 2.0 CCISeismic nokia FXFB 108.00 0.00 0.0000 0.01 0.00 0.00 CCISeismic nokia AHLOA 108.00 0.00 0.0000 0.02 0.00 0.00 CCISeismic nokia AHLOA 108.00 0.00 0.0000 0.02 0.00 0.00 CCISeismic nokia AHLOA 108.00 0.00 0.0000 0.02 0.00 0.00 CCISeismic nokia AHHG_TMO 108.00 0.00 0.0000 0.01 0.00 0.00 CCISeismic nokia AHFIG_TMO 108.00 0.00 0.0000 0.01 0.00 0.00 CCISeismic nokia AHHG_TMO 108.00 0.00 0.0000 0.01 0.00 0.00 CCISeismic tower mounts (cci) 108.00 0.00 0.0000 0.16 0.00 0.00 T-Arm Mount [TA 602-3] CCISeismic ydi A-2412 100.00 0.00 0.0000 0.00 0.00 0.00 CCISeismic pipe 2.4" Dia. x 2-ft 100.00 0.00 0.0000 0.00 0.00 0.00 CCISeismic tower mounts (cci) 100.00 0.00 0.0000 0.01 0.00 0.00 EI, K 0.03 0.03 0.03 0.01 0.92 0.03 0.03 0.03 0.02 0.02 0.02 0.05 0.05 0.05 0.07 0.07 0.07 0.02 0.02 0.02 0.00 0.00 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.32 0.00 0.00 0.02 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 7 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - E1,- E1, From Angle Centroid ft ft _ K K K K Side Arm Mount [SO 701-11 CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 communications_cfd ETCR-654L12H6 w/ Mount Pipe CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 communications_cfd ETCR-654L12H6 w/ Mount Pipe CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 communications_cfd ETCR-654L12H6 w/ Mount Pipe CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications RRH-P4 CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications RRH-P4 CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications RRH-P4 CCISeismic (2) samsung 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 telecommunications 800MHZ RRH CCISeismic (2) samsung 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 telecommunications 800MHZ RRH CCISeismic (2) samsung 87.00 0.00 0.0000 0.02 0.00 0.00 0.03 telecommunications 800MHZ RRH CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications 2.5GHZ RRH-V3 CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications 2.5GHZ RRH-V3 CCISeismic Samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 telecommunications 2.5GHZ RRH-V3 CCISeismic rfs celwave 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic rfs celwave 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic rfs celwave 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 FIM800CAB-C2D CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications OPTIC FIBER JUNCTION CYLINDER CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications OPTIC FIBER JUNCTION CYLINDER CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications OPTIC FIBER JUNCTION CYLINDER CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications POWER JUNCTION CYLINDER CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications POWER JUNCTION CYLINDER CCISeismic Samsung 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications POWER tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 8 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC 27603-5263 Phone: (919) 661-6351 Crown Castle SMA FAX: (919) 661-6350 Description Elevation Offset Azimuth E" Em Ehz Eh From Angle Centroid ft K K K K JUNCTION CYLINDER CCISeismic motorola 5830BHC 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (2) mounts 2.4" Dia 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 87.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic tower mounts (cci) 87.00 0.00 0.0000 0.31 0.00 0.00 0.40 Platform Mount [LP 716-1] CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.04 80010992 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.04 80010992 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.04 80010992 w/ Mount Pipe CCISeismic cellmax 79.00 0.00 0.0000 0.03 0.00 0.00 0.03 technologies_cfd CMA-UBTULBULB HH/6517/1 7/21/21 w/ Mount Pipe CCISeismic cellmax 79.00 0.00 0.0000 0.03 0.00 0.00 0.03 technologies_cfd CMA-UB TULB ULB HH/6517/ 1 7/21/21 w/ Mount Pipe CCISeismic cellmax 79.00 0.00 0.0000 0.03 0.00 0.00 0.03 technologies_cfd CMA-UB TULB ULB HH/6517/ 1 7/21/21 w/ Mount Pipe CCISeismic nokia AEQK w/ 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic nokia AEQK w/ 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic nokia AEQK w/ 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 Mount Pipe CCISeismic nokia 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 AHLBBA_CCIV2 CCISeismic nokia 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 AHLBBA_CCIV2 CCISeismic nokia 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 AHLBBA_CCIV2 CCISeismic nokia 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic nokia 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic nokia 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic alcatel lucent 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 RRH4X25-WCS CCISeismic alcatel lucent 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 RRH4X25-WCS CCISeismic alcatel lucent 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 RRH4X25-WCS CCISeismic alcatel lucent B25 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic alcatel lucent B25 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic alcatel lucent B25 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic raycap 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 DC6-48-60-18-8F tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 9 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E Eh, EI„ El, From Angle Centroid ft ft0 K K K K CCISeismic raycap 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 DC6-48-60-18-8F CCISeismic raycap 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 DC6-48-60-18-8F CCISeismic alcatel lucent B66A 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X45 CCISeismic alcatel lucent B66A 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X45 CCISeismic alcatel lucent B66A 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH4X45 CCISeismic (2) mounts 2.4" Dia 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 x 4-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 x 4-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 x 4-ft Mount Pipe CCISeismic pipe 2.4" Dia. x 6-ft 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic pipe 2.4" Dia. x 6-ft 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic pipe 2.4" Dia. x 6-ft 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic tower mounts (cci) 79.00 0.00 0.0000 0.15 0.00 0.00 0.16 T-Arm Mount [TA 601-3] CCISeismic (2) commscope_cfd 69.00 0.00 0.0000 0.03 0.00 0.00 0.03 NHH-65C-R2B w/ Mount Pipe CCISeismic (2) commscope_cfd 69.00 0.00 0.0000 0.03 0.00 0.00 0.03 NHH-65C-R2B w/ Mount Pipe CCISeismic (2) commscope_cfd 69.00 0.00 0.0000 0.03 0.00 0.00 0.03 NHH-65C-R2B w/ Mount Pipe CCISeismic ericsson AIR 6449 69.00 0.00 0.0000 0.02 0.00 0.00 0.02 w/ Mount Pipe CCISeismic ericsson AIR 6449 69.00 0.00 0.0000 0.02 0.00 0.00 0.02 w/ Mount Pipe CCISeismic ericsson AIR 6449 69.00 0.00 0.0000 0.02 0.00 0.00 0.02 w/ Mount Pipe CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.01 0.00 0.00 0.01 4449 B5B12 CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.01 0.00 0.00 0.01 4449 B5B12 CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.01 0.00 0.00 0.01 4449 B5B12 CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.02 0.00 0.00 0.01 8843 B2/B66A_CCIV2 CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.02 0.00 0.00 0.01 8843 B2B66A_CCIV2 CCISeismic ericsson RRUS 69.00 0.00 0.0000 0.02 0.00 0.00 0.01 8843 B2/B66A_CCIV2 CCISeismic raycap 69.00 0.00 0.0000 0.01 0.00 0.00 0.01 RVZDC-6627-PF-48_CCIV2 CCISeismic tower mounts (cci) 69.00 0.00 0.0000 0.16 0.00 0.00 0.13 T-Arm Mount [TA 602-31 CCISeismic tower mounts 69.00 0.00 0.0000 0.06 0.00 0.00 0.05 Mount Reinforcement Specifications CCISeismic motorola GPS PMP 56.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic tower mounts (cci) 56.00 0.00 0.0000 0.01 0.00 0.00 0.01 Pipe Mount [PM 601-1] CCISeismic raycap 4.00 0.00 0.0000 0.01 0.00 0.00 0.00 RCMDC-3315-PF-48 CCISeismic tower mounts (cci) 4.00 0.00 0.0000 0.01 0.00 0.00 0.00 Pipe Mount [PM 601-11 CCISeismic andrew 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 10 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - El„ El, From Angle Centroid ft fto K K K K PX2F-52-NXA CCISeismic miscl Safety Line 118.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (113ft to123ft) CCISeismic miscl Safety Line 108.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (103ft to113ft) CCISeismic miscl Safety Line 98.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (93ft to103ft) CCISeismic miscl Safety Line 88.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (83ft to93ft) CCISeismic miscl Safety Line 78.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (73ft to83ft) CCISeismic miscl Safety Line 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (63ft to73ft) CCISeismic miscl Safety Line 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (53ft to63ft) CCISeismic miscl Safety Line 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (43ft to53ft) CCISeismic miscl Safety Line 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (33ft to43ft) CCISeismic miscl Safety Line 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (23ft to33ft) CCISeismic miscl Safety Line 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (13ft to23ft) CCISeismic miscl Safety Line 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (3ft tol3ft) CCISeismic miscl Safety Line 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 123 (Oft to3ft) CCISeismic cui 117.50 0.00 0.0000 0.00 0.00 0.00 0.01 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (113ft to122ft) CCISeismic cui 108.00 0.00 0.0000 0.00 0.00 0.00 0.01 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (103ft tot 13ft) CCISeismic cui 98.00 0.00 0.0000 0.00 0.00 0.00 0.01 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (93ft to 103ft) CCISeismic cui 88.00 0.00 0.0000 0.00 0.00 0.00 0.01 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (83ft to93ft) CCISeismic cui 78.00 0.00 0.0000 0.00 0.00 0.00 0.01 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (73ft to83ft) CCISeismic cui 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (63ft to73ft) CCISeismic cui 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (53ft to63ft) CCISeismic cui 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (43ft to53ft) CCISeismic cui 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (33ft to43ft) CCISeismic cui 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (23ft to33ft) CCISeismic cui 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (13ft to23ft) tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 11 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - EI,- EI, From Angle Centroid ft fto K K _ K K CCISeismic cui 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (3ft to13ft) CCISeismic cui 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (Oft to3ft) CCISeismic (6) andrew 105.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108 (103ft to108ft) CCISeismic (6) andrew 98.00 0.00 0.0000 0.01 0.00 0.00 0.02 LDF7-50A(1-5/8) From 0 to 108 (93ft to103ft) CCISeismic (6) andrew 88.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108 (83ft to93ft) CCISeismic (6) andrew 78.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108 (73ft to83ft) CCISeismic (6) andrew 68.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108 (63ftto73ft) CCISeismic (6) andrew 58.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108 (53ft to63ft) CCISeismic (6) andrew 48.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (43ft to53ft) CCISeismic (6) andrew 38.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (33ft to43ft) CCISeismic (6) andrew 28.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (23ft to33ft) CCISeismic (6) andrew 18.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (13ft to23ft) CCISeismic (6) andrew 8.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (3fttol3ft) CCISeismic (6) andrew 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108 (Oft to3ft) CCISeismic (2) nokia HCS 2.0 105.50 0.00 0.0000 0.00 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108 (103ft to108ft) CCISeismic (2) nokia HCS 2.0 98.00 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108 (93ft to103ft) CCISeismic (2) nokia HCS 2.0 88.00 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108 (83ft to93ft) CCISeismic (2) nokia HCS 2.0 78.00 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108 (73ft to83ft) CCISeismic (2) nokia HCS 2.0 68.00 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108 (63ft to73ft) CCISeismic (2) nokia HCS 2.0 58.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (53ft to63ft) tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 12 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - EI,- EI, From Angle Centroid ft fto K K _ K K CCISeismic (2) nokia HCS 2.0 48.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (43ft to53ft) CCISeismic (2) nokia HCS 2.0 38.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (33ft to43ft) CCISeismic (2) nokia HCS 2.0 28.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (23ft to33ft) CCISeismic (2) nokia HCS 2.0 18.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (13ft to23ft) CCISeismic (2) nokia HCS 2.0 8.00 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (3ft to13ft) CCISeismic (2) nokia HCS 2.0 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108 (Oft to3ft) CCISeismic andrew 96.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (93ft toI00ft) CCISeismic andrew 88.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (83ft to93ft) CCISeismic andrew 78.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (73ft to83ft) CCISeismic andrew 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (63ft to73ft) CCISeismic andrew 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (53ft to63ft) CCISeismic andrew 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (43ftto53ft) CCISeismic andrew 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (33ft to43ft) CCISeismic andrew 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (23ft to33ft) CCISeismic andrew 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (13ft to23ft) CCISeismic andrew 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (3fttot 3ft) CCISeismic andrew 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (Oft to3ft) CCISeismic andrew 96.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (93ft toI00ft) CCISeismic andrew 88.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (83ft to93ft) CCISeismic andrew 78.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (73ft to83ft) tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 13 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - EI,- EI, From Angle Centroid ft fto K K _ K K CCISeismic andrew 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (63ft to73ft) CCISeismic andrew 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (53ft to63ft) CCISeismic andrew 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (43ft to53ft) CCISeismic andrew 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (33ft to43ft) CCISeismic andrew 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (23ft to33ft) CCISeismic andrew 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (13ft to23ft) CCISeismic andrew 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (3fttol3ft) CCISeismic andrew 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (Oft to3ft) CCISeismic andrew 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (83ftto87ft) CCISeismic andrew 78.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (73ftto83ft) CCISeismic andrew 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (63ft to73ft) CCISeismic andrew 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (53ft to63ft) CCISeismic andrew 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (43ft to53ft) CCISeismic andrew 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (33ft to43ft) CCISeismic andrew 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (23ftto33ft) CCISeismic andrew 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (13ft to23ft) CCISeismic andrew 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 87 (3fttot 3ft) CCISeismic (5) samsung 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (83ft to87ft) CCISeismic (5) samsung 78.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications TYPE 1(1-1/4) From 0 to 87 (73ft to83ft) CCISeismic (5) samsung 68.00 0.00 0.0000 0.01 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 14 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - EI,- EI, From Angle Centroid ft fto K K K K telecommunications TYPE 1(1-1/4) From 0 to 87 (63ft to73ft) CCISeismic (5) samsung 58.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (53ft to63ft) CCISeismic (5) samsung 48.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (43ft to53ft) CCISeismic (5) samsung 38.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (33ft to43ft) CCISeismic (5) samsung 28.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (23ft to33ft) CCISeismic (5) samsung 18.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (13ft to23ft) CCISeismic (5) samsung 8.00 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (3ft tol3ft) CCISeismic (5) samsung 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (Oft to3ft) CCISeismic (6) miscl 2.5" 85.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (83ft to87ft) CCISeismic (6) miscl 2.5" 78.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (73ftto83ft) CCISeismic (6) miscl 2.5" 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (63ft to73ft) CCISeismic (6) miscl 2.5" 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (53ftto63ft) CCISeismic (6) miscl 2.5" 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (43ft to53ft) CCISeismic (6) miscl 2.5" 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (33ft to43ft) CCISeismic (6) miscl 2.5" 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (23ft to33ft) CCISeismic (6) miscl 2.5" 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (13ft to23ft) CCISeismic (6) miscl 2.5" 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (3ft tol3ft) CCISeismic (6) miscl 2.5" 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (Oft to3ft) CCISeismic (18) andrew 76.00 0.00 0.0000 0.01 0.00 0.00 0.01 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 15 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - EI,- EI, From Angle Centroid ft fto K K K K LDF5-50A(7/8) From 0 to 79 (73ft to79ft) CCISeismic (18) andrew 68.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 0 to 79 (63ft to73ft) CCISeismic (18) andrew 58.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 0 to 79 (53ft to63ft) CCISeismic (18) andrew 48.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (43ft to53ft) CCISeismic (18) andrew 38.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (33ft to43ft) CCISeismic (18) andrew 28.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (23ft to33ft) CCISeismic (18) andrew 18.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (13ft to23ft) CCISeismic (18) andrew 8.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (3fttot 3ft) CCISeismic (18) andrew 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (Oft to3ft) CCISeismic (6) rosenberger 76.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (73ft to79ft) CCISeismic (6) rosenberger 68.00 0.00 0.0000 0.01 0.00 0.00 0.01 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (63ft to73ft) CCISeismic (6) rosenberger 58.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (53ft to63ft) CCISeismic (6) rosenberger 48.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (43ft to53ft) CCISeismic (6) rosenberger 38.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (33ft to43ft) CCISeismic (6) rosenberger 28.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (23ft to33ft) CCISeismic (6) rosenberger 18.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (13ft to23ft) CCISeismic (6) rosenberger 8.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (3ft tol3ft) CCISeismic (6) rosenberger 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (Oft to3ft) CCISeismic (2) rosenberger 76.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni FB-L98B-002-125000(3/8) From 0 to 79 (73ft to79ft) CCISeismic (2) rosenberger 68.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni FB-L98B-002-125000(3/8) From 0 to 79 (63ft to73ft) CCISeismic (2) rosenberger 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 16 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E From Angle Centroid o K leoni FB-L98B-002-125000(3/8) From 0 to 79 (53ft to63ft) CCISeismic (2) rosenberger 48.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (43ft to53ft) CCISeismic (2) rosenberger 38.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (33ft to43ft) CCISeismic (2) rosenberger 28.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (23ft to33ft) CCISeismic (2) rosenberger 18.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (13ft to23ft) CCISeismic (2) rosenberger 8.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (3ft to13ft) CCISeismic (2) rosenberger 1.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (Oft to3ft) CCISeismic (2) rosenberger 76.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (73ft to79ft) CCISeismic (2) rosenberger 68.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (63ft to73ft) CCISeismic (2) rosenberger 58.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (53ft to63ft) CCISeismic (2) rosenberger 48.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (43ft to53ft) CCISeismic (2) rosenberger 38.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (33ft to43ft) CCISeismic (2) rosenberger 28.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (23ft to33ft) CCISeismic (2) rosenberger 18.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (13ft to23ft) CCISeismic (2) rosenberger 8.00 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (3ft to13ft) CCISeismic (2) rosenberger 1.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (Oft to3ft) CCISeismic huber and suhner 66.00 0.00 0.0000 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (63ft to69ft) CCISeismic huber and suhner 58.00 0.00 0.0000 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (53ft to63ft) CCISeismic huber and suhner 48.00 0.00 0.0000 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (43ft to53ft) CCISeismic huber and suhner 38.00 0.00 0.0000 El, - E1,- E1, K K K 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 17 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Elevation Offset Azimuth E El, - E1,- E1, From Angle Centroid ft fto K K K K MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (33ft to43ft) CCISeismic huber and suhner 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (23ft to33ft) CCISeismic huber and suhner 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (13ft to23ft) CCISeismic huber and suhner 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (3ft tol3ft) CCISeismic huber and suhner 1.50 0.00 0.0000 0.00 0.00 0.00 0.00 MLE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (Oft to3ft) CCISeismic andrew 48.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 56 (43ft to53ft) CCISeismic andrew 38.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 56 (33ft to43ft) CCISeismic andrew 28.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 56 (23ft to33ft) CCISeismic andrew 18.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 56 (13ft to23ft) CCISeismic andrew 8.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDFI-50A(1/4) From 0 to 56 (3ft tol3ft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft, K ft ft 5/8"x8-ft LRod C From Leg 0.00 0.0000 123.00 No Ice 0.50 0.50 0.01 0.00 1/2" Ice 1.31 1.31 0.01 4.00 1" Ice 2.14 2.14 0.02 1" Dia x 8' Omni Antenna C From Leg 2.00 0.0000 123.00 No Ice 0.80 0.80 0.02 0.00 1/2" Ice 1.62 1.62 0.03 4.00 1" Ice 2.45 2.45 0.04 MX08FRO665-21 w/ Mount A From 4.00 0.0000 122.00 No Ice 8.01 4.23 0.11 Pipe Centroid-Le 0.00 1/2" Ice 8.52 4.69 0.19 g 0.00 1" Ice 9.04 5.16 0.29 MX08FRO665-21 w/ Mount B From 4.00 0.0000 122.00 No Ice 8.01 4.23 0.11 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 18 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment Placement ft CAAA Front ft, CAAA Side ft, Weight K Pipe Centroid-Le 0.00 1/2" Ice 8.52 4.69 0.19 g 0.00 1" Ice 9.04 5.16 0.29 MX08FRO665-21 w/ Mount C From 4.00 0.0000 122.00 No Ice 8.01 4.23 0.11 Pipe Centroid-Le 0.00 1/2" Ice 8.52 4.69 0.19 g 0.00 1" Ice 9.04 5.16 0.29 TA08025-B605 A From 4.00 0.0000 122.00 No Ice 1.96 1.13 0.08 Centroid-Le 0.00 1/2" Ice 2.14 1.27 0.09 g 0.00 1" Ice 2.32 1.41 0.11 TA08025-B605 B From 4.00 0.0000 122.00 No Ice 1.96 1.13 0.08 Centroid-Le 0.00 1/2" Ice 2.14 1.27 0.09 g 0.00 1" Ice 2.32 1.41 0.11 TA08025-B605 C From 4.00 0.0000 122.00 No Ice 1.96 1.13 0.08 Centroid-Le 0.00 1/2" Ice 2.14 1.27 0.09 g 0.00 1" Ice 2.32 1.41 0.11 TA08025-B604 A From 4.00 0.0000 122.00 No Ice 1.96 0.98 0.06 Centroid-Le 0.00 1/2" Ice 2.14 1.11 0.08 g 0.00 1" Ice 2.32 1.25 0.10 TA08025-B604 B From 4.00 0.0000 122.00 No Ice 1.96 0.98 0.06 Centroid-Le 0.00 1/2" Ice 2.14 1.11 0.08 g 0.00 1" Ice 2.32 1.25 0.10 TA08025-B604 C From 4.00 0.0000 122.00 No Ice 1.96 0.98 0.06 Centroid-Le 0.00 1/2" Ice 2.14 1.11 0.08 g 0.00 1" Ice 2.32 1.25 0.10 RDIDC-9181-PF-48 A From 4.00 0.0000 122.00 No Ice 2.01 1.17 0.02 Centroid-Le 0.00 1/2" Ice 2.19 1.31 0.04 g 0.00 1" Ice 2.37 1.46 0.06 Commscope MC-PK8-DSH C None 0.0000 122.00 No Ice 34.24 34.24 1.75 1/2" Ice 62.95 62.95 2.10 1" Ice 91.66 91.66 2.45 (2) 2.4" x 8' Pipe A From 4.00 0.0000 122.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.05 g 0.00 1" Ice 3.42 3.42 0.07 (2) 2.4" x 8' Pipe B From 4.00 0.0000 122.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.05 g 0.00 1" Ice 3.42 3.42 0.07 (2) 2.4" x 8' Pipe C From 4.00 0.0000 122.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.05 g 0.00 1" Ice 3.42 3.42 0.07 TMBXX-6516-A2M w/ A From Leg 4.00 0.0000 108.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 4.00 1" Ice 6.24 4.98 0.15 TMBXX-6516-A2M w/ B From Leg 4.00 0.0000 108.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 4.00 1" Ice 6.24 4.98 0.15 TMBXX-6516-A2M w/ C From Leg 4.00 0.0000 108.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 4.00 1" Ice 6.24 4.98 0.15 AEHC w/ Mount Pipe A From Leg 4.00 0.0000 108.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 4.00 1" Ice 7.74 4.43 0.23 AEHC w/ Mount Pipe B From Leg 4.00 0.0000 108.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 4.00 1" Ice 7.74 4.43 0.23 AEHC w/ Mount Pipe C From Leg 4.00 0.0000 108.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 4.00 1" Ice 7.74 4.43 0.23 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 19 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert CAAA Front ft ft ft, ft ft FFHH-65C-R3 w/ Mount A From Leg 4.00 0.0000 108.00 No Ice 12.97 Pipe 0.00 1/2" Ice 13.62 3.00 1" Ice 14.27 FFHH-65C-R3 w/ Mount B From Leg 4.00 0.0000 108.00 No Ice 12.97 Pipe 0.00 1/2" Ice 13.62 3.00 1" Ice 14.27 FFHH-65C-R3 w/ Mount C From Leg 4.00 0.0000 108.00 No Ice 12.97 Pipe 0.00 1/2" Ice 13.62 3.00 1" Ice 14.27 (2) TMAT1921B68-21-43 A From Leg 4.00 0.0000 108.00 No Ice 0.66 0.00 1/2" Ice 0.76 4.00 1" Ice 0.87 (2) TMAT1921B68-21-43 B From Leg 4.00 0.0000 108.00 No Ice 0.66 0.00 1/2" Ice 0.76 4.00 1" Ice 0.87 (2) TMAT1921B68-21-43 C From Leg 4.00 0.0000 108.00 No Ice 0.66 0.00 1/2" Ice 0.76 4.00 1" Ice 0.87 HCS 2.0 A From Leg 4.00 0.0000 108.00 No Ice 0.94 0.00 1/2" Ice 1.08 4.00 1" Ice 1.22 HCS 2.0 B From Leg 4.00 0.0000 108.00 No Ice 0.94 0.00 1/2" Ice 1.08 4.00 1" Ice 1.22 FXFB A From Leg 4.00 0.0000 108.00 No Ice 3.55 0.00 1/2" Ice 3.79 0.00 1" Ice 4.03 AHLOA A From Leg 4.00 0.0000 108.00 No Ice 2.23 0.00 1/2" Ice 2.42 0.00 1" Ice 2.62 AHLOA B From Leg 4.00 0.0000 108.00 No Ice 2.23 0.00 1/2" Ice 2.42 0.00 1" Ice 2.62 AHLOA C From Leg 4.00 0.0000 108.00 No Ice 2.23 0.00 1/2" Ice 2.42 0.00 V Ice 2.62 AHFIG_TMO A From Leg 4.00 0.0000 108.00 No Ice 3.08 0.00 1/2" Ice 3.32 4.00 1" Ice 3.56 AHFIG_TMO B From Leg 4.00 0.0000 108.00 No Ice 3.08 0.00 1/2" Ice 3.32 4.00 1" Ice 3.56 AHFIG_TMO C From Leg 4.00 0.0000 108.00 No Ice 3.08 0.00 1/2" Ice 3.32 4.00 1" Ice 3.56 T-Arm Mount [TA 602-31 C None 0.0000 108.00 No Ice 13.40 1/2" Ice 16.44 1" Ice 19.70 **100** A-2412 A From Leg 3.00 0.0000 100.00 No Ice 1.56 0.00 1/2" Ice 1.89 3.00 1" Ice 2.24 2.4" Dia. x 2-ft A From Leg 3.00 0.0000 100.00 No Ice 0.35 0.00 1/2" Ice 0.48 0.00 1" Ice 0.62 Side Arm Mount [SO 701-11 A From Leg 1.50 0.0000 100.00 No Ice 0.85 0.00 1/2" Ice 1.14 CAAA Side 6.20 6.77 7.36 6.20 6.77 7.36 6.20 6.77 7.36 0.32 0.40 0.48 0.32 0.40 0.48 0.32 0.40 0.48 0.70 0.82 0.94 0.70 0.82 0.94 1.02 1.17 1.33 1.39 1.55 1.72 1.39 1.55 1.72 1.39 1.55 1.72 1.47 1.66 1.85 1.47 1.66 1.85 1.47 1.66 1.85 13.40 16.44 19.70 1.56 1.89 2.24 0.35 0.48 0.62 1.67 2.34 Weight K 0.16 0.30 0.45 0.16 0.30 0.45 0.16 0.30 0.45 0.02 0.02 0.03 0.02 0.02 0.03 0.02 0.02 0.03 0.00 0.01 0.02 0.00 0.01 0.02 0.06 0.08 0.10 0.08 0.10 0.12 0.08 0.10 0.12 0.08 0.10 0.12 0.07 0.09 0.12 0.07 0.09 0.12 0.07 0.09 0.12 0.77 1.00 1.29 0.00 0.02 0.03 0.01 0.01 0.02 0.07 0.08 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 20 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft, K ft ft 0.00 1" Ice 1.43 3.01 0.09 **87** ETCR-654L12H6 w/ Mount A From 4.00 0.0000 87.00 No Ice 10.90 4.61 0.10 Pipe Centroid-Le 0.00 1/2" Ice 11.57 5.18 0.19 g 2.00 1" Ice 12.24 5.77 0.28 ETCR-654L12H6 w/ Mount B From 4.00 0.0000 87.00 No Ice 10.90 4.61 0.10 Pipe Centroid-Le 0.00 1/2" Ice 11.57 5.18 0.19 g 2.00 1" Ice 12.24 5.77 0.28 ETCR-654L12H6 w/ Mount C From 4.00 0.0000 87.00 No Ice 10.90 4.61 0.10 Pipe Centroid-Le 0.00 1/2" Ice 11.57 5.18 0.19 g 2.00 1" Ice 12.24 5.77 0.28 RRH-P4 A From 4.00 0.0000 87.00 No Ice 2.74 1.79 0.06 Centroid-Le 0.00 1/2" Ice 2.95 1.97 0.08 g 2.00 1" Ice 3.17 2.16 0.11 RRH-P4 B From 4.00 0.0000 87.00 No Ice 2.74 1.79 0.06 Centroid-Le 0.00 1/2" Ice 2.95 1.97 0.08 g 2.00 1" Ice 3.17 2.16 0.11 RRH-P4 C From 4.00 0.0000 87.00 No Ice 2.74 1.79 0.06 Centroid-Le 0.00 1/2" Ice 2.95 1.97 0.08 g 2.00 1" Ice 3.17 2.16 0.11 (2) 800MHZ RRH A From 4.00 0.0000 87.00 No Ice 1.65 2.25 0.06 Centroid-Le 0.00 1/2" Ice 1.81 2.44 0.08 g 2.00 1" Ice 1.99 2.63 0.11 (2) 800MHZ RRH B From 4.00 0.0000 87.00 No Ice 1.65 2.25 0.06 Centroid-Le 0.00 1/2" Ice 1.81 2.44 0.08 g 2.00 1" Ice 1.99 2.63 0.11 (2) 800MHZ RRH C From 4.00 0.0000 87.00 No Ice 1.65 2.25 0.06 Centroid-Le 0.00 1/2" Ice 1.81 2.44 0.08 g 2.00 1" Ice 1.99 2.63 0.11 2.5GHZ RRH-V3 A From 4.00 0.0000 87.00 No Ice 2.40 1.22 0.06 Centroid-Le 0.00 1/2" Ice 2.60 1.36 0.08 g 2.00 1" Ice 2.80 1.51 0.10 2.5GHZ RRH-V3 B From 4.00 0.0000 87.00 No Ice 2.40 1.22 0.06 Centroid-Le 0.00 1/2" Ice 2.60 1.36 0.08 g 2.00 1" Ice 2.80 1.51 0.10 2.5GHZ RRH-V3 C From 4.00 0.0000 87.00 No Ice 2.40 1.22 0.06 Centroid-Le 0.00 1/2" Ice 2.60 1.36 0.08 g 2.00 1" Ice 2.80 1.51 0.10 FIM800CAB-C2D A From 4.00 0.0000 87.00 No Ice 1.22 1.08 0.05 Centroid-Le 0.00 1/2" Ice 1.36 1.21 0.07 g 2.00 1" Ice 1.51 1.35 0.08 FIM800CAB-C2D B From 4.00 0.0000 87.00 No Ice 1.22 1.08 0.05 Centroid-Le 0.00 1/2" Ice 1.36 1.21 0.07 g 2.00 1" Ice 1.51 1.35 0.08 FIM800CAB-C2D C From 4.00 0.0000 87.00 No Ice 1.22 1.08 0.05 Centroid-Le 0.00 1/2" Ice 1.36 1.21 0.07 g 2.00 1" Ice 1.51 1.35 0.08 OPTIC FIBER JUNCTION A From 4.00 0.0000 87.00 No Ice 0.39 0.39 0.00 CYLINDER Centroid-Le 0.00 1/2" Ice 0.48 0.48 0.01 g 2.00 1" Ice 0.57 0.57 0.01 OPTIC FIBER JUNCTION B From 4.00 0.0000 87.00 No Ice 0.39 0.39 0.00 CYLINDER Centroid-Le 0.00 1/2" Ice 0.48 0.48 0.01 g 2.00 1" Ice 0.57 0.57 0.01 OPTIC FIBER JUNCTION C From 4.00 0.0000 87.00 No Ice 0.39 0.39 0.00 CYLINDER Centroid-Le 0.00 1/2" Ice 0.48 0.48 0.01 g 2.00 1" Ice 0.57 0.57 0.01 POWER JUNCTION A From 4.00 0.0000 87.00 No Ice 0.37 0.37 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 21 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment Placement ft CAAA Front ft, CAAA Side f, Weight K CYLINDER Centroid-Le 0.00 1/2" Ice 0.45 0.45 0.01 g 2.00 1" Ice 0.55 0.55 0.01 POWER JUNCTION B From 4.00 0.0000 87.00 No Ice 0.37 0.37 0.00 CYLINDER Centroid-Le 0.00 1/2" Ice 0.45 0.45 0.01 g 2.00 1" Ice 0.55 0.55 0.01 POWER JUNCTION C From 4.00 0.0000 87.00 No Ice 0.37 0.37 0.00 CYLINDER Centroid-Le 0.00 1/2" Ice 0.45 0.45 0.01 g 2.00 1" Ice 0.55 0.55 0.01 5830BHC A From 4.00 0.0000 87.00 No Ice 1.24 0.42 0.01 Centroid-Le 0.00 1/2" Ice 1.38 0.51 0.02 g 0.00 V Ice 1.53 0.61 0.03 (2) 2.4" Dia x 8-ft Mount Pipe A From 4.00 0.0000 87.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.04 g 0.00 V Ice 3.40 3.40 0.06 (2) 2.4" Dia x 8-ft Mount Pipe B From 4.00 0.0000 87.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.04 g 0.00 V Ice 3.40 3.40 0.06 (2) 2.4" Dia x 8-ft Mount Pipe C From 4.00 0.0000 87.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2" Ice 2.73 2.73 0.04 g 0.00 V Ice 3.40 3.40 0.06 Platform Mount [LP 716-1] C None 0.0000 87.00 No Ice 26.80 26.80 1.51 1/2" Ice 32.20 32.20 1.81 1" Ice 37.60 37.60 2.11 **79** 80010992 w/ Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 18.52 8.99 0.18 0.00 1/2" Ice 19.62 9.99 0.30 1.00 V Ice 20.73 11.02 0.43 80010992 w/ Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 18.52 8.99 0.18 0.00 1/2" Ice 19.62 9.99 0.30 1.00 1" Ice 20.73 11.02 0.43 80010992 w/ Mount Pipe C From Leg 4.00 0.0000 79.00 No Ice 18.52 8.99 0.18 0.00 1/2" Ice 19.62 9.99 0.30 1.00 V Ice 20.73 11.02 0.43 CMA-UBTULBULBHH/651 A From Leg 4.00 0.0000 79.00 No Ice 24.52 8.38 0.15 7/17/21/21 w/ Mount Pipe 0.00 1/2" Ice 25.68 9.38 0.28 1.00 V Ice 26.87 10.39 0.44 CMA-UBTULBULBHH/651 B From Leg 4.00 0.0000 79.00 No Ice 24.52 8.38 0.15 7/17/21/21 w/ Mount Pipe 0.00 1/2" Ice 25.68 9.38 0.28 1.00 V Ice 26.87 10.39 0.44 CMA-UBTULBULBHH/651 C From Leg 4.00 0.0000 79.00 No Ice 24.52 8.38 0.15 7/17/21/21 w/ Mount Pipe 0.00 1/2" Ice 25.68 9.38 0.28 1.00 V Ice 26.87 10.39 0.44 AEQK w/ Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 4.57 3.10 0.11 0.00 1/2" Ice 4.89 3.53 0.15 1.00 V Ice 5.23 3.97 0.20 AEQK w/ Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 4.57 3.10 0.11 0.00 1/2" Ice 4.89 3.53 0.15 1.00 V Ice 5.23 3.97 0.20 AEQK w/ Mount Pipe C From Leg 4.00 0.0000 79.00 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 AHLBBA_CCIV2 A From Leg 4.00 0.0000 79.00 No Ice 3.06 1.02 0.10 0.00 1/2" Ice 3.28 1.15 0.13 1.00 V Ice 3.51 1.29 0.15 AHLBBA_CCIV2 B From Leg 4.00 0.0000 79.00 No Ice 3.06 1.02 0.10 0.00 1/2" Ice 3.28 1.15 0.13 1.00 V Ice 3.51 1.29 0.15 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 22 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft f, f, K ft ft AHLBBA_CCIV2 C From Leg 4.00 0.0000 79.00 No Ice 3.06 1.02 0.10 0.00 1/2" Ice 3.28 1.15 0.13 1.00 V Ice 3.51 1.29 0.15 AHCA_CCIV3 A From Leg 4.00 0.0000 79.00 No Ice 1.53 0.82 0.04 0.00 1/2" Ice 1.69 0.95 0.05 1.00 V Ice 1.85 1.08 0.06 AHCA_CCIV3 B From Leg 4.00 0.0000 79.00 No Ice 1.53 0.82 0.04 0.00 1/2" Ice 1.69 0.95 0.05 1.00 V Ice 1.85 1.08 0.06 AHCA_CCIV3 C From Leg 4.00 0.0000 79.00 No Ice 1.53 0.82 0.04 0.00 1/2" Ice 1.69 0.95 0.05 1.00 V Ice 1.85 1.08 0.06 RRH4X25-WCS A From Leg 4.00 0.0000 79.00 No Ice 3.34 3.84 0.09 0.00 1/2" Ice 3.59 4.09 0.13 1.00 1" Ice 3.84 4.36 0.16 RRH4X25-WCS B From Leg 4.00 0.0000 79.00 No Ice 3.34 3.84 0.09 0.00 1/2" Ice 3.59 4.09 0.13 1.00 V Ice 3.84 4.36 0.16 RRH4X25-WCS C From Leg 4.00 0.0000 79.00 No Ice 3.34 3.84 0.09 0.00 1/2" Ice 3.59 4.09 0.13 1.00 V Ice 3.84 4.36 0.16 B25 RRH4X30-4R A From Leg 4.00 0.0000 79.00 No Ice 2.30 1.82 0.06 0.00 1/2" Ice 2.50 2.01 0.08 1.00 V Ice 2.70 2.20 0.10 B25 RRH4X30-4R B From Leg 4.00 0.0000 79.00 No Ice 2.30 1.82 0.06 0.00 1/2" Ice 2.50 2.01 0.08 1.00 V Ice 2.70 2.20 0.10 B25 RRH4X30-4R C From Leg 4.00 0.0000 79.00 No Ice 2.30 1.82 0.06 0.00 1/2" Ice 2.50 2.01 0.08 1.00 1" Ice 2.70 2.20 0.10 DC6-48-60-18-8F A From Leg 4.00 0.0000 79.00 No Ice 1.21 1.21 0.03 0.00 1/2" Ice 1.89 1.89 0.05 1.00 V Ice 2.11 2.11 0.08 DC6-48-60-18-8F B From Leg 4.00 0.0000 79.00 No Ice 1.21 1.21 0.03 0.00 1/2" Ice 1.89 1.89 0.05 1.00 V Ice 2.11 2.11 0.08 DC6-48-60-18-8F C From Leg 4.00 0.0000 79.00 No Ice 1.21 1.21 0.03 0.00 1/2" Ice 1.89 1.89 0.05 1.00 V Ice 2.11 2.11 0.08 B66A RRH4X45 A From Leg 4.00 0.0000 79.00 No Ice 2.54 1.61 0.06 0.00 1/2" Ice 2.75 1.79 0.08 0.00 V Ice 2.97 1.98 0.10 B66A RRH4X45 B From Leg 4.00 0.0000 79.00 No Ice 2.54 1.61 0.06 0.00 1/2" Ice 2.75 1.79 0.08 0.00 V Ice 2.97 1.98 0.10 B66A RRH4X45 C From Leg 4.00 0.0000 79.00 No Ice 2.54 1.61 0.06 0.00 1/2" Ice 2.75 1.79 0.08 0.00 V Ice 2.97 1.98 0.10 (2) 2.4" Dia x 4-ft Mount Pipe A From Leg 2.00 0.0000 79.00 No Ice 0.87 0.87 0.01 0.00 1/2" Ice 1.12 1.12 0.02 0.00 1" Ice 1.37 1.37 0.03 (2) 2.4" Dia x 4-ft Mount Pipe B From Leg 2.00 0.0000 79.00 No Ice 0.87 0.87 0.01 0.00 1/2" Ice 1.12 1.12 0.02 0.00 V Ice 1.37 1.37 0.03 (2) 2.4" Dia x 4-ft Mount Pipe C From Leg 2.00 0.0000 79.00 No Ice 0.87 0.87 0.01 0.00 1/2" Ice 1.12 1.12 0.02 0.00 V Ice 1.37 1.37 0.03 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 23 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft f, f, K ft ft 2.4" Dia. x 6-ft A From Leg 4.00 0.0000 79.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 V Ice 2.29 2.29 0.05 2.4" Dia. x 6-ft B From Leg 4.00 0.0000 79.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 V Ice 2.29 2.29 0.05 2.4" Dia. x 6-ft C From Leg 4.00 0.0000 79.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 V Ice 2.29 2.29 0.05 T-Arm Mount [TA 601-31 C None 0.0000 79.00 No Ice 12.56 12.56 0.73 1/2" Ice 15.36 15.36 0.94 1" Ice 18.04 18.04 1.21 **69** (2) NHH-65C-R2B w/ Mount A From Leg 4.00 0.0000 69.00 No Ice 5.56 4.47 0.08 Pipe 0.00 1/2" Ice 6.07 4.96 0.17 1.00 1" Ice 6.58 5.47 0.26 (2) NHH-65C-R2B w/ Mount B From Leg 4.00 0.0000 69.00 No Ice 5.56 4.47 0.08 Pipe 0.00 1/2" Ice 6.07 4.96 0.17 1.00 1" Ice 6.58 5.47 0.26 (2) NHH-65C-R2B w/ Mount C From Leg 4.00 0.0000 69.00 No Ice 5.56 4.47 0.08 Pipe 0.00 1/2" Ice 6.07 4.96 0.17 1.00 1" Ice 6.58 5.47 0.26 AIR 6449 w/ Mount Pipe A From Leg 4.00 0.0000 69.00 No Ice 5.18 2.72 0.12 0.00 1/2" Ice 5.59 3.05 0.16 3.00 1" Ice 6.01 3.39 0.22 AIR 6449 w/ Mount Pipe B From Leg 4.00 0.0000 69.00 No Ice 5.18 2.72 0.12 0.00 1/2" Ice 5.59 3.05 0.16 3.00 1" Ice 6.01 3.39 0.22 AIR 6449 w/ Mount Pipe C From Leg 4.00 0.0000 69.00 No Ice 5.18 2.72 0.12 0.00 1/2" Ice 5.59 3.05 0.16 3.00 1" Ice 6.01 3.39 0.22 RRUS 4449 B5B 12 A From Leg 4.00 0.0000 69.00 No Ice 1.97 1.41 0.07 0.00 1/2" Ice 2.14 1.56 0.09 1.00 1" Ice 2.33 1.73 0.11 RRUS 4449 B5B 12 B From Leg 4.00 0.0000 69.00 No Ice 1.97 1.41 0.07 0.00 1/2" Ice 2.14 1.56 0.09 1.00 1" Ice 2.33 1.73 0.11 RRUS 4449 B5B 12 C From Leg 4.00 0.0000 69.00 No Ice 1.97 1.41 0.07 0.00 1/2" Ice 2.14 1.56 0.09 1.00 1" Ice 2.33 1.73 0.11 RRUS 8843 A From Leg 4.00 0.0000 69.00 No Ice 1.98 1.70 0.08 B2/B66A CCIV2 0.00 1/2" Ice 2.16 1.86 0.10 1.00 1" Ice 2.34 2.04 0.12 RRUS 8843 B From Leg 4.00 0.0000 69.00 No Ice 1.98 1.70 0.08 B2/B66A CCIV2 0.00 1/2" Ice 2.16 1.86 0.10 1.00 1" Ice 2.34 2.04 0.12 RRUS 8843 C From Leg 4.00 0.0000 69.00 No Ice 1.98 1.70 0.08 B2/B66A CCIV2 0.00 1/2" Ice 2.16 1.86 0.10 1.00 1" Ice 2.34 2.04 0.12 RVZDC-6627-PF-48_CCIV2 B From Leg 4.00 0.0000 69.00 No Ice 4.06 3.10 0.03 0.00 1/2" Ice 4.32 3.34 0.07 1.00 1" Ice 4.58 3.58 0.11 T-Arm Mount [TA 602-3] C None 0.0000 69.00 No Ice 13.40 13.40 0.77 1/2" Ice 16.44 16.44 1.00 1" Ice 19.70 19.70 1.29 Mount Reinforcement C None 0.0000 69.00 No Ice 28.63 28.63 0.28 Specifications 1/2" Ice 37.31 37.31 0.67 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 24 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft t ft, ft, K ft ft 1" Ice 45.80 45.80 0.94 **66** **56** GPS PMP A From Leg 1.00 0.0000 56.00 No Ice 0.14 0.14 0.00 0.00 1/2" Ice 0.19 0.19 0.00 0.00 V Ice 0.24 0.24 0.01 Pipe Mount [PM 601-11 A From Leg 0.50 0.0000 56.00 No Ice 1.32 1.32 0.07 0.00 1/2" Ice 1.58 1.58 0.08 0.00 1" Ice 1.84 1.84 0.09 **4** RCMDC-3315-PF-48 A From Leg 1.00 0.0000 4.00 No Ice 3.36 2.19 0.03 0.00 1/2" Ice 3.60 2.39 0.06 0.00 1" Ice 3.84 2.61 0.09 Pipe Mount [PM 601-1] A From Leg 0.50 0.0000 4.00 No Ice 1.32 1.32 0.07 0.00 1/2" Ice 1.58 1.58 0.08 *** 0.00 1" Ice 1.84 1.84 0.09 Dishes Weight Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft o o ft ft ftz K PX2F-52-NXA A Paraboloid From 4.00 90.0000 87.00 2.10 No Ice 3.46 0.01 w/Radome Centroid 0.00 1/2" Ice 3.74 0.02 -Leg -2.00 1" Ice 4.02 0.02 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 25 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Comb. Description No. 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+1.0Ice+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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 26 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft Ll 123 - 108.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -6.18 0.09 0.24 Max. Mx 20 -3.85 32.70 0.08 Max. My 2 -3.85 0.05 33.00 Max. Vy 8 2.56 -32.59 0.08 Max. Vx 2 -2.58 0.05 33.00 Max. Torque 18 -0.09 L2 108.5 - 97.92 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -11.93 -0.02 0.87 Max. Mx 20 -6.85 77.72 0.46 Max. My 2 -6.83 0.08 79.00 Max. Vy 8 4.98 -77.62 0.39 Max. Vx 2 -5.06 0.08 79.00 Max. Torque 8 0.20 L3 97.92 - 49.58 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -36.42 -1.40 2.18 Max. Mx 8 -21.44 -547.70 0.75 Max. My 2 -21.43 0.24 552.53 Max. Vy 20 -13.90 547.33 1.32 Max. Vx 2 -13.98 0.24 552.53 Max. Torque 20 -0.74 L4 49.58 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -48.24 -3.07 3.79 Max. Mx 8 -31.08 -1310.34 1.00 Max. My 2 -31.08 0.64 1322.56 Max. Vy 20 -14.96 1309.33 2.60 Max. Vx 2 -15.16 0.64 1322.56 Max. Torque 20 -0.79 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 27 48.24 0.00 1.95 Max. H. 21 23.33 14.92 0.01 Max. Hz 2 31.10 0.02 15.12 Max. Mx 2 1322.56 0.02 15.12 Max. M. 8 1310.34 -14.91 -0.01 Max. Torsion 8 0.74 -14.91 -0.01 Min. Vert 66 18.00 2.90 -5.02 Min. H. 9 23.33 -14.91 -0.01 Min. Hz 14 31.10 0.00 -15.12 Min. Mx 14 -1318.95 0.00 -15.12 Min. M, 20 -1309.33 14.92 0.01 Min. Torsion 20 -0.79 14.92 0.01 Tower Mast Reaction Summary tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 27 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Load Combination Vertical K Shear, K Shear, K Overturning Moment, M kip ft Overturning Moment, M, kip ft Torque kip ft Dead Only 25.92 0.00 -0.00 -1.44 -0.90 -0.00 1.2 Dead+1.0 Wind 0 deg - No 31.10 -0.02 -15.12 -1322.56 0.64 0.28 Ice 0.9 Dead+1.0 Wind 0 deg - No 23.33 -0.02 -15.12 -1288.67 0.90 0.28 Ice 1.2 Dead+1.0 Wind 30 deg - No 31.10 7.43 -12.95 -1139.70 -653.71 -0.11 Ice 0.9 Dead+1.0 Wind 30 deg - No 23.33 7.43 -12.95 -1110.35 -636.88 -0.10 Ice 1.2 Dead+1.0 Wind 60 deg - No 31.10 12.90 -7.48 -658.84 -1133.96 -0.50 Ice 0.9 Dead+1.0 Wind 60 deg - No 23.33 12.90 -7.48 -641.69 -1104.97 -0.50 Ice 1.2 Dead+1.0 Wind 90 deg - No 31.10 14.91 0.01 -1.00 -1310.34 -0.74 Ice 0.9 Dead+1.0 Wind 90 deg - No 23.33 14.91 0.01 -0.52 -1276.88 -0.74 Ice 1.2 Dead+1.0 Wind 120 deg - 31.10 12.91 7.49 656.62 -1134.75 -0.73 No Ice 0.9 Dead+1.0 Wind 120 deg - 23.33 12.91 7.49 640.42 -1105.74 -0.73 No Ice 1.2 Dead+1.0 Wind 150 deg - 31.10 7.59 13.21 1148.54 -661.81 -0.52 No Ice 0.9 Dead+1.0 Wind 150 deg - 23.33 7.59 13.21 1119.97 -644.84 -0.52 No Ice 1.2 Dead+1.0 Wind 180 deg - 31.10 -0.00 15.12 1318.95 -0.96 -0.20 No Ice 0.9 Dead+1.0 Wind 180 deg - 23.33 -0.00 15.12 1286.05 -0.66 -0.20 No Ice 1.2 Dead+1.0 Wind 210 deg - 31.10 -7.45 12.96 1137.19 653.30 0.21 No Ice 0.9 Dead+1.0 Wind 210 deg - 23.33 -7.45 12.96 1108.81 637.03 0.20 No Ice 1.2 Dead+1.0 Wind 240 deg - 31.10 -12.92 7.49 656.23 1133.46 0.60 No Ice 0.9 Dead+1.0 Wind 240 deg - 23.33 -12.92 7.49 640.04 1105.03 0.60 No Ice 1.2 Dead+1.0 Wind 270 deg - 31.10 -14.92 -0.01 -2.59 1309.33 0.79 No Ice 0.9 Dead+1.0 Wind 270 deg - 23.33 -14.92 -0.01 -2.08 1276.45 0.79 No Ice 1.2 Dead+1.0 Wind 300 deg - 31.10 -12.93 -7.50 -661.21 1134.26 0.78 No Ice 0.9 Dead+1.0 Wind 300 deg - 23.33 -12.93 -7.50 -644.00 1105.81 0.78 No Ice 1.2 Dead+1.0 Wind 330 deg - 31.10 -7.61 -13.22 -1153.25 661.41 0.58 No Ice 0.9 Dead+1.0 Wind 330 deg - 23.33 -7.61 -13.22 -1123.66 645.00 0.58 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 48.24 0.00 -0.00 -3.79 -3.07 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 48.24 -0.00 -1.95 -194.60 -2.91 0.02 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 48.24 0.97 -1.69 -169.04 -98.09 -0.03 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 48.24 1.69 -0.98 -99.23 -167.91 -0.07 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 48.24 1.95 0.00 -3.75 -193.48 -0.10 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 48.24 1.69 0.98 91.71 -168.00 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 48.24 0.97 1.69 161.46 -98.24 -0.05 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 28 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Load Combination Vertical K Shear, K Shear, K Overturning Moment, M kip ft Overturning Moment, M, kip ft Torque kip ft deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 48.24 -0.00 1.95 186.94 -3.08 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 48.24 -0.97 1.69 161.50 92.10 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 48.24 -1.69 0.98 91.68 161.91 0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 48.24 -1.95 -0.00 -3.92 187.42 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 48.24 -1.69 -0.98 -99.49 161.99 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 48.24 -0.97 -1.69 -169.26 92.24 0.06 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 25.92 -0.01 -5.36 -463.60 -0.31 0.10 Dead+Wind 30 deg - Service 25.92 2.64 -4.59 -399.61 -229.26 -0.04 Dead+Wind 60 deg - Service 25.92 4.57 -2.65 -231.37 -397.29 -0.18 Dead+Wind 90 deg - Service 25.92 5.29 0.00 -1.21 -459.00 -0.26 Dead+Wind 120 deg - Service 25.92 4.58 2.66 228.87 -397.57 -0.26 Dead+Wind 150 deg - Service 25.92 2.69 4.68 400.99 -232.10 -0.19 Dead+Wind 180 deg - Service 25.92 -0.00 5.36 460.63 -0.87 -0.07 Dead+Wind 210 deg - Service 25.92 -2.64 4.60 397.02 228.05 0.07 Dead+Wind 240 deg - Service 25.92 -4.58 2.66 228.74 396.05 0.21 Dead+Wind 270 deg - Service 25.92 -5.29 -0.00 -1.76 457.57 0.28 Dead+Wind 300 deg - Service 25.92 -4.58 -2.66 -232.19 396.33 0.28 Dead+Wind 330 deg - Service 25.92 -2.70 -4.69 -404.35 230.89 0.21 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 36.42 0.00 -5.79 -634.53 -1.15 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 18.00 0.00 -5.79 -592.60 -0.82 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 36.42 2.90 -5.02 -549.80 -317.50 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 18.00 2.90 -5.02 -513.38 -296.47 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 36.42 5.02 -2.90 -318.22 -549.08 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 18.00 5.02 -2.90 -296.95 -512.91 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 36.42 5.79 -0.00 -1.87 -633.81 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 18.00 5.79 0.00 -1.29 -592.13 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 120 36.42 5.02 2.90 314.48 -549.09 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 18.00 5.02 2.90 294.36 -512.91 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 36.42 2.90 5.02 546.07 -317.50 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 18.00 2.90 5.02 510.80 -296.47 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 36.42 0.00 5.79 630.79 -1.15 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 18.00 0.00 5.79 590.02 -0.82 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 36.42 -2.90 5.02 546.07 315.20 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 18.00 -2.90 5.02 510.80 294.84 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 36.42 -5.02 2.90 314.48 546.79 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 18.00 -5.02 2.90 294.36 511.28 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 36.42 -5.79 -0.00 -1.87 631.51 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 18.00 -5.79 0.00 -1.29 590.50 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 36.42 -5.02 -2.90 -318.22 546.78 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 18.00 -5.02 -2.90 -296.95 511.28 0.00 deg tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 29 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M, K K K kip ft kip ft kip ft 1.2 Dead+1.0 Ev+1.0 Eh 330 36.42 -2.90 -5.02-549.81 315.20 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 18.00 -2.90 -5.02-513.38 294.84 -0.00 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 -25.92 0.00 -0.00 25.92 0.00 0.000% 2 -0.02 -31.10 -15.12 0.02 31.10 15.12 0.000% 3 -0.02 -23.33 -15.12 0.02 23.33 15.12 0.000% 4 7.43 -31.10 -12.95 -7.43 31.10 12.95 0.000% 5 7.43 -23.33 -12.95 -7.43 23.33 12.95 0.000% 6 12.90 -31.10 -7.48 -12.90 31.10 7.48 0.000% 7 12.90 -23.33 -7.48 -12.90 23.33 7.48 0.000% 8 14.91 -31.10 0.01 -14.91 31.10 -0.01 0.000% 9 14.91 -23.33 0.01 -14.91 23.33 -0.01 0.000% 10 12.91 -31.10 7.49 -12.91 31.10 -7.49 0.000% 11 12.91 -23.33 7.49 -12.91 23.33 -7.49 0.000% 12 7.59 -31.10 13.21 -7.59 31.10 -13.21 0.000% 13 7.59 -23.33 13.21 -7.59 23.33 -13.21 0.000% 14 -0.00 -31.10 15.12 0.00 31.10 -15.12 0.000% 15 -0.00 -23.33 15.12 0.00 23.33 -15.12 0.000% 16 -7.45 -31.10 12.96 7.45 31.10 -12.96 0.000% 17 -7.45 -23.33 12.96 7.45 23.33 -12.96 0.000% 18 -12.92 -31.10 7.49 12.92 31.10 -7.49 0.000% 19 -12.92 -23.33 7.49 12.92 23.33 -7.49 0.000% 20 -14.92 -31.10 -0.01 14.92 31.10 0.01 0.000% 21 -14.92 -23.33 -0.01 14.92 23.33 0.01 0.000% 22 -12.93 -31.10 -7.50 12.93 31.10 7.50 0.000% 23 -12.93 -23.33 -7.50 12.93 23.33 7.50 0.000% 24 -7.61 -31.10 -13.22 7.61 31.10 13.22 0.000% 25 -7.61 -23.33 -13.22 7.61 23.33 13.22 0.000% 26 0.00 -48.24 0.00 -0.00 48.24 0.00 0.000% 27 -0.00 -48.24 -1.95 0.00 48.24 1.95 0.000% 28 0.97 -48.24 -1.69 -0.97 48.24 1.69 0.000% 29 1.69 -48.24 -0.98 -1.69 48.24 0.98 0.000% 30 1.95 -48.24 0.00 -1.95 48.24 -0.00 0.000% 31 1.69 -48.24 0.98 -1.69 48.24 -0.98 0.000% 32 0.97 -48.24 1.69 -0.97 48.24 -1.69 0.000% 33 -0.00 -48.24 1.95 0.00 48.24 -1.95 0.000% 34 -0.97 -48.24 1.69 0.97 48.24 -1.69 0.000% 35 -1.69 -48.24 0.98 1.69 48.24 -0.98 0.000% 36 -1.95 -48.24 -0.00 1.95 48.24 0.00 0.000% 37 -1.69 -48.24 -0.98 1.69 48.24 0.98 0.000% 38 -0.97 -48.24 -1.69 0.97 48.24 1.69 0.000% 39 -0.01 -25.92 -5.36 0.01 25.92 5.36 0.000% 40 2.64 -25.92 -4.59 -2.64 25.92 4.59 0.000% 41 4.57 -25.92 -2.65 -4.57 25.92 2.65 0.000% 42 5.29 -25.92 0.00 -5.29 25.92 -0.00 0.000% 43 4.58 -25.92 2.66 -4.58 25.92 -2.66 0.000% 44 2.69 -25.92 4.68 -2.69 25.92 -4.68 0.000% 45 -0.00 -25.92 5.36 0.00 25.92 -5.36 0.000% 46 -2.64 -25.92 4.60 2.64 25.92 -4.60 0.000% 47 -4.58 -25.92 2.66 4.58 25.92 -2.66 0.000% 48 -5.29 -25.92 -0.00 5.29 25.92 0.00 0.000% tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 30 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 49 -4.58 -25.92 -2.66 4.58 25.92 2.66 0.000% 50 -2.70 -25.92 -4.69 2.70 25.92 4.69 0.000% 51 0.00 -36.42 -5.79 0.00 36.42 5.79 0.000% 52 0.00 -18.00 -5.79 0.00 18.00 5.79 0.000% 53 2.90 -36.42 -5.02 -2.90 36.42 5.02 0.000% 54 2.90 -18.00 -5.02 -2.90 18.00 5.02 0.000% 55 5.02 -36.42 -2.90 -5.02 36.42 2.90 0.000% 56 5.02 -18.00 -2.90 -5.02 18.00 2.90 0.000% 57 5.79 -36.42 0.00 -5.79 36.42 0.00 0.000% 58 5.79 -18.00 0.00 -5.79 18.00 0.00 0.000% 59 5.02 -36.42 2.90 -5.02 36.42 -2.90 0.000% 60 5.02 -18.00 2.90 -5.02 18.00 -2.90 0.000% 61 2.90 -36.42 5.02 -2.90 36.42 -5.02 0.000% 62 2.90 -18.00 5.02 -2.90 18.00 -5.02 0.000% 63 0.00 -36.42 5.79 0.00 36.42 -5.79 0.000% 64 0.00 -18.00 5.79 0.00 18.00 -5.79 0.000% 65 -2.90 -36.42 5.02 2.90 36.42 -5.02 0.000% 66 -2.90 -18.00 5.02 2.90 18.00 -5.02 0.000% 67 -5.02 -36.42 2.90 5.02 36.42 -2.90 0.000% 68 -5.02 -18.00 2.90 5.02 18.00 -2.90 0.000% 69 -5.79 -36.42 0.00 5.79 36.42 0.00 0.000% 70 -5.79 -18.00 0.00 5.79 18.00 0.00 0.000% 71 -5.02 -36.42 -2.90 5.02 36.42 2.90 0.000% 72 -5.02 -18.00 -2.90 5.02 18.00 2.90 0.000% 73 -2.90 -36.42 -5.02 2.90 36.42 5.02 0.000% 74 -2.90 -18.00 -5.02 2.90 18.00 5.02 0.000% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00001540 2 Yes 5 0.00003051 0.00058144 3 Yes 5 0.00000001 0.00013775 4 Yes 7 0.00000001 0.00057273 5 Yes 7 0.00000001 0.00014178 6 Yes 7 0.00000001 0.00058795 7 Yes 7 0.00000001 0.00014630 8 Yes 6 0.00000001 0.00020818 9 Yes 5 0.00000001 0.00082151 10 Yes 7 0.00000001 0.00056096 11 Yes 7 0.00000001 0.00013881 12 Yes 7 0.00000001 0.00058774 13 Yes 7 0.00000001 0.00014610 14 Yes 5 0.00003060 0.00057399 15 Yes 5 0.00000001 0.00012932 16 Yes 7 0.00000001 0.00057997 17 Yes 7 0.00000001 0.00014449 18 Yes 7 0.00000001 0.00056040 19 Yes 7 0.00000001 0.00013876 20 Yes 6 0.00000001 0.00022996 21 Yes 5 0.00000001 0.00090531 22 Yes 7 0.00000001 0.00059189 23 Yes 7 0.00000001 0.00014738 24 Yes 7 0.00000001 0.00057617 25 Yes 7 0.00000001 0.00014204 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 31 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 26 Yes 4 0.00000001 0.00010047 27 Yes 5 0.00037755 0.00072945 28 Yes 6 0.00000001 0.00024822 29 Yes 6 0.00000001 0.00025491 30 Yes 5 0.00037705 0.00072672 31 Yes 6 0.00000001 0.00022658 32 Yes 6 0.00000001 0.00023318 33 Yes 5 0.00037683 0.00068715 34 Yes 6 0.00000001 0.00022529 35 Yes 6 0.00000001 0.00021902 36 Yes 5 0.00037731 0.00070531 37 Yes 6 0.00000001 0.00024696 38 Yes 6 0.00000001 0.00023963 39 Yes 5 0.00000001 0.00004901 40 Yes 6 0.00000001 0.00017107 41 Yes 6 0.00000001 0.00018195 42 Yes 5 0.00000001 0.00018732 43 Yes 6 0.00000001 0.00016184 44 Yes 6 0.00000001 0.00017851 45 Yes 5 0.00000001 0.00004371 46 Yes 6 0.00000001 0.00017387 47 Yes 6 0.00000001 0.00016118 48 Yes 5 0.00000001 0.00019857 49 Yes 6 0.00000001 0.00018377 50 Yes 6 0.00000001 0.00017130 51 Yes 5 0.00008040 0.00048166 52 Yes 5 0.00000001 0.00001074 53 Yes 7 0.00000001 0.00029706 54 Yes 6 0.00000001 0.00018160 55 Yes 7 0.00000001 0.00029741 56 Yes 6 0.00000001 0.00018175 57 Yes 5 0.00008044 0.00049318 58 Yes 5 0.00000001 0.00002061 59 Yes 7 0.00000001 0.00029146 60 Yes 6 0.00000001 0.00017913 61 Yes 7 0.00000001 0.00029176 62 Yes 6 0.00000001 0.00017922 63 Yes 5 0.00008051 0.00047507 64 Yes 5 0.00000001 0.00001065 65 Yes 7 0.00000001 0.00029058 66 Yes 6 0.00000001 0.00017874 67 Yes 7 0.00000001 0.00029023 68 Yes 6 0.00000001 0.00017859 69 Yes 5 0.00008048 0.00049073 70 Yes 5 0.00000001 0.00002055 71 Yes 7 0.00000001 0.00029617 72 Yes 6 0.00000001 0.00018120 73 Yes 7 0.00000001 0.00029587 74 Yes 6 0.00000001 0.00018111 Maximum Tower Deflections - Service Wind Section Elevation Horz• Gov. Tilt Twist No. Deflection Load ft in Comb. o° Ll 123 - 108.5 39.819 50 2.8943 0.0068 L2 108.5 - 97.92 31.109 50 2.8165 0.0064 L3 100 - 49.58 26.277 50 2.6029 0.0057 L4 53 - 0 6.823 50 1.2552 0.0012 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 32 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Critical Deflections and Radius of Curvature- Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 123.00 5/8"x8-ft LRod 50 39.819 2.8943 0.0068 10652 122.00 MX08FRO665-21 w/ Mount Pipe 50 39.210 2.8951 0.0068 10652 120.75 CCISeismic Tower Section 1 - 1 50 38.450 2.8958 0.0068 10652 118.00 CCISeismic miscl Safety Line 3/8 50 36.780 2.8948 0.0068 10652 From 0 to 123 (113ft to123ft) 117.50 CCISeismic cui 50 36.478 2.8940 0.0068 9684 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (113ft to122ft) 113.50 CCISeismic Tower Section 1 - 2 50 34.069 2.8769 0.0067 5606 108.21 CCISeismic Tower Section 2 - 1 50 30.939 2.8112 0.0064 3624 108.00 TMBXX-6516-A2M w/ Mount Pipe 50 30.817 2.8073 0.0064 3576 105.50 CCISeismic (6) andrew 50 29.370 2.7530 0.0062 3096 LDF7-50A(1-5/8) From 0 to 108 (103ft to108ft) 102.92 CCISeismic Tower Section 2 - 2 50 27.902 2.6859 0.0060 2733 100.00 A-2412 50 26.277 2.6029 0.0057 2466 99.79 CCISeismic Tower Section 3 - 1 50 26.161 2.5968 0.0057 2453 98.00 CCISeismic miscl Safety Line 3/8 50 25.187 2.5448 0.0055 2368 From 0 to 123 (93ft to103ft) 96.50 CCISeismic andrew LDF4-50A(1/2) 50 24.383 2.5012 0.0054 2323 From 0 to 100 (93ft to I00ft) 94.58 CCISeismic Tower Section 3 - 2 50 23.371 2.4451 0.0052 2279 88.00 CCISeismic miscl Safety Line 3/8 50 20.053 2.2522 0.0045 2144 From 0 to 123 (83ft to93ft) 87.00 ETCR-654L12116 w/ Mount Pipe 50 19.569 2.2228 0.0044 2124 85.00 PX2F-52-NXA 50 18.619 2.1641 0.0042 2087 84.58 CCISeismic Tower Section 3 - 3 50 18.423 2.1517 0.0041 2079 79.00 80010992 w/ Mount Pipe 50 15.909 1.9881 0.0035 1983 78.00 CCISeismic miscl Safety Line 3/8 50 15.478 1.9589 0.0034 1966 From 0 to 123 (73ft to83ft) 76.00 CCISeismic (18) andrew 50 14.634 1.9006 0.0032 1934 LDF5-50A(7/8) From 0 to 79 (73ft to79ft) 74.58 CCISeismic Tower Section 3 - 4 50 14.051 1.8594 0.0031 1912 69.00 (2) NHH-65C-R2B w/ Mount Pipe 50 11.881 1.6985 0.0025 1830 68.00 CCISeismic miscl Safety Line 3/8 50 11.513 1.6699 0.0025 1816 From 0 to 123 (63ft to73ft) 66.00 CCISeismic huber and suhner MLE 50 10.798 1.6131 0.0023 1788 HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (63ft to69ft) 64.58 CCISeismic Tower Section 3 - 5 50 10.307 1.5730 0.0021 1769 58.00 CCISeismic miscl Safety Line 3/8 50 8.211 1.3901 0.0016 1685 From 0 to 123 (53ft to63ft) 56.00 GPS PMP 50 7.634 1.3357 0.0014 1663 54.58 CCISeismic Tower Section 3 - 6 50 7.242 1.2974 0.0013 1656 54.50 CCISeismic andrew LDFl-50A(1/4) 50 7.220 1.2952 0.0013 1656 From 0 to 56 (53ft to56ft) 51.50 CCISeismic Tower Section 4 - 1 50 6.443 1.2154 0.0012 1686 48.00 CCISeismic miscl Safety Line 3/8 50 5.617 1.1242 0.0010 1795 From 0 to 123 (43ft to53ft) 45.00 CCISeismic Tower Section 4 - 2 50 4.974 1.0474 0.0008 1915 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 33 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 38.00 CCISeismic miscl Safety Line 3/8 50 3.688 0.8730 0.0006 2267 From 0 to 123 (33ft to43ft) 35.00 CCISeismic Tower Section 4 - 3 50 3.219 0.8001 0.0005 2461 28.00 CCISeismic miscl Safety Line 3/8 50 2.288 0.6337 0.0003 3076 From 0 to 123 (23ft to33ft) 25.00 CCISeismic Tower Section 4 - 4 50 1.951 0.5637 0.0002 3445 18.00 CCISeismic miscl Safety Line 3/8 50 1.279 0.4031 0.0002 4785 From 0 to 123 (13ft to23ft) 15.00 CCISeismic Tower Section 4 - 5 50 1.031 0.3351 0.0001 5742 8.00 CCISeismic miscl Safety Line 3/8 50 0.520 0.1781 0.0001 10766 From 0 to 123 (3ft tol3ft) 5.00 CCISeismic Tower Section 4 - 6 50 0.320 0.1112 0.0000 17226 4.00 RCMDC-3315-PF-48 50 0.256 0.0889 0.0000 17226 1.50 CCISeismic miscl Safety Line 3/8 50 0.095 0.0333 0.0000 17226 From 0 to 123 (Oft to3ft) Maximum Tower Deflections - Design Wind Horz• Gov. Tilt Twist Section Elevation No. Deflection Load ft in Comb. o° Ll 123 - 108.5 113.788 24 8.2981 0.0192 L2 108.5 - 97.92 88.947 24 8.0743 0.0181 L3 100 - 49.58 75.156 24 7.4641 0.0160 L4 53 - 0 19.522 24 3.5964 0.0035 Critical Deflections and Radius of Curvature- Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 123.00 5/8"x8-ft LRod 24 113.788 8.2981 0.0192 3853 122.00 MX08FRO665-21 w/ Mount Pipe 24 112.052 8.3002 0.0192 3853 120.75 CCISeismic Tower Section 1 - 1 24 109.884 8.3022 0.0192 3853 118.00 CCISeismic miscl Safety Line 3/8 24 105.123 8.2988 0.0190 3853 From 0 to 123 (113ft to123ft) 117.50 CCISeismic cui 24 104.260 8.2964 0.0190 3502 CUI2PSM9P6XXX(1-1/2) From 0 to 122 (113ft to122ft) 113.50 CCISeismic Tower Section 1 - 2 24 97.391 8.2473 0.0187 2026 108.21 CCISeismic Tower Section 2 - 1 24 88.463 8.0593 0.0180 1309 108.00 TMBXX-6516-A2M w/ Mount Pipe 24 88.114 8.0480 0.0180 1291 105.50 CCISeismic (6) andrew 24 83.985 7.8928 0.0175 1118 LDF7-50A(1-5/8) From 0 to 108 (103ft to108ft) 102.92 CCISeismic Tower Section 2 - 2 24 79.797 7.7013 0.0168 986 100.00 A-2412 24 75.156 7.4641 0.0160 889 99.79 CCISeismic Tower Section 3 - 1 24 74.827 7.4467 0.0160 884 98.00 CCISeismic miscl Safety Line 3/8 24 72.045 7.2982 0.0155 853 From 0 to 123 (93ft to103ft) 96.50 CCISeismic andrew LDF4-50A(1/2) 24 69.750 7.1733 0.0150 836 From 0 to 100 (93ft to I00ft) tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 34 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 94.58 CCISeismic Tower Section 3 - 2 24 66.860 7.0129 0.0145 819 88.00 CCISeismic miscl Safety Line 3/8 24 57.377 6.4601 0.0126 767 From 0 to 123 (83ft to93ft) 87.00 ETCR-6541,12H6 w/ Mount Pipe 24 55.995 6.3759 0.0123 759 85.00 PX2F-52-NXA 24 53.279 6.2073 0.0117 745 84.58 CCISeismic Tower Section 3 - 3 24 52.717 6.1719 0.0116 742 79.00 80010992 w/ Mount Pipe 24 45.527 5.7024 0.0100 705 78.00 CCISeismic miscl Safety Line 3/8 24 44.295 5.6185 0.0097 699 From 0 to 123 (73ft to83ft) 76.00 CCISeismic (18) andrew 24 41.882 5.4511 0.0091 687 LDF5-50A(7/8) From 0 to 79 (73ft to79ft) 74.58 CCISeismic Tower Section 3 - 4 24 40.212 5.3326 0.0087 678 69.00 (2) NHH-65C-R2B w/ Mount Pipe 24 34.002 4.8704 0.0072 647 68.00 CCISeismic miscl Safety Line 3/8 24 32.950 4.7883 0.0069 642 From 0 to 123 (63ft to73ft) 66.00 CCISeismic huber and suhner MLE 24 30.903 4.6249 0.0064 631 HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 (63ft to69ft) 64.58 CCISeismic Tower Section 3 - 5 24 29.496 4.5096 0.0060 624 58.00 CCISeismic miscl Safety Line 3/8 24 23.495 3.9841 0.0045 593 From 0 to 123 (53ft to63ft) 56.00 GPS PMP 24 21.843 3.8277 0.0040 584 54.58 CCISeismic Tower Section 3 - 6 24 20.721 3.7177 0.0038 581 54.50 CCISeismic andrew LDFI-50A(1/4) 24 20.659 3.7116 0.0037 581 From 0 to 56 (53ft to56ft) 51.50 CCISeismic Tower Section 4 - 1 24 18.433 3.4824 0.0032 591 48.00 CCISeismic miscl Safety Line 3/8 24 16.068 3.2203 0.0027 629 From 0 to 123 (43ft to53ft) 45.00 CCISeismic Tower Section 4 - 2 24 14.228 3.0000 0.0023 670 38.00 CCISeismic miscl Safety Line 3/8 24 10.546 2.4998 0.0016 793 From 0 to 123 (33ft to43ft) 35.00 CCISeismic Tower Section 4 - 3 24 9.203 2.2908 0.0013 860 28.00 CCISeismic miscl Safety Line 3/8 24 6.541 1.8139 0.0009 1075 From 0 to 123 (23ft to33ft) 25.00 CCISeismic Tower Section 4 - 4 24 5.576 1.6135 0.0007 1203 18.00 CCISeismic miscl Safety Line 3/8 24 3.654 1.1535 0.0005 1671 From 0 to 123 (13ft to23ft) 15.00 CCISeismic Tower Section 4 - 5 24 2.946 0.9590 0.0004 2005 8.00 CCISeismic miscl Safety Line 3/8 24 1.486 0.5095 0.0002 3759 From 0 to 123 (3ft tol3ft) 5.00 CCISeismic Tower Section 4 - 6 24 0.916 0.3181 0.0001 6014 4.00 RCMDC-3315-PF-48 24 0.730 0.2545 0.0001 6014 1.50 CCISeismic miscl Safety Line 3/8 24 0.272 0.0954 0.0000 6014 From 0 to 123 (Oft to3ft) Compression Checks Pole Design Data Section Elevation Size L L. K11r A P. OPn Ratio No. P. ft ft ft in' K K opn Ll 123 - 108.5 (1) TP12.75x12.750.375 14.50 0.00 0.0 14.5790 -3.85 459.24 0.008 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 35 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Section Elevation Size L L. Kl/r A P. op Ratio No. P. ft ft ft in K K Op, L2 108.5 - 97.92 TP15.89x13.50.1875 10.58 0.00 0.0 9.1967 -6.83 538.01 0.013 (2) L3 97.92 - 49.58 TP26.442x14.89770.25 50.42 0.00 0.0 20.4542 -21.42 1196.57 0.018 (3) L4 49.58-0(4) TP37.15x25.15890.3125 53.00 0.00 0.0 37.0677 -31.08 2168.46 0.014 Pole Bending Design Data Section Elevation Size M_ OM- Ratio M,Y omM y Ratio No. M_ M,ry ft kip-ft kip-ft OM- kip-ft kip-ft omn' Ll 123 - 108.5 (1) TP12.75x12.750.375 33.00 150.79 0.219 0.00 150.79 0.000 L2 108.5 - 97.92 TP15.89x13.50.1875 79.00 209.46 0.377 0.00 209.46 0.000 (2) L3 97.92 - 49.58 TP26.442xl4.8977x0.25 553.83 724.53 0.764 0.00 724.53 0.000 (3) L4 49.58-0(4) TP37.15x25.15890.3125 1329.45 1787.33 0.744 0.00 1787.33 0.000 Pole Shear Design Data Section No. Elevation f Size Actual V. K OV K Ratio V. oV Actual T. kip-ft OL kip-ft Ratio T. OL Ll 123 - 108.5 (1) TP12.75xl2.75xO.375 2.58 137.77 0.019 0.06 149.89 0.000 L2 108.5 - 97.92 TP15.89xl3.5xO.l875 5.06 161.40 0.031 0.00 216.26 0.000 (2) L3 97.92 - 49.58 TP26.442x14.89770.25 14.06 358.97 0.039 0.51 802.32 0.001 (3) L4 49.58-0(4) TP37.15x25.1589x0.3125 15.30 650.54 0.024 0.58 2107.97 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M_ M,ry V. T. Stress Stress f op, OM- OM,,, oV OL Ratio Ratio L1 123 - 108.5 (1) 0.008 0.219 0.000 0.019 0.000 0.228 1.050 4.8.2 L2 108.5 - 97.92 0.013 0.377 0.000 0.031 0.000 0.391 1.050 4.8.2 (2) L3 97.92 - 49.58 0.018 0.764 0.000 0.039 0.001 0.784 1.050 4.8.2 (3) L4 49.58-0(4) 0.014 0.744 0.000 0.024 0.000 0.759 1.050 4.8.2 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 36 of 36 Project Date Professionals, Inc. TEP No. 46292.600222 10:24:57 09/15/21 326 Tryon Road Client Designed by Raleigh, NC27603-5263 Phone: (919) 661-6351 Crown Castle S M A FAX. (919) 661-6350 Section Elevation Component No. .t Type Section Capacity Table Size Critical P 4PWmw % Pass Element K K Capacity Fail Ll 123 - 108.5 Pole TP12.75xl2.75xO.375 1 -3.85 482.20 21.7 Pass L2 108.5 - 97.92 Pole TP15.89xl3.5xO.l875 2 -6.83 564.91 37.2 Pass L3 97.92 - 49.58 Pole TP26.442xl4.8977x0.25 3 -21.42 1256.40 74.7 Pass L4 49.58 - 0 Pole TP37.15x25.1589x0.3125 4 -31.08 2276.88 72.3 Pass Summary Pole (L3) 74.7 Pass RATING = 74.7 Pass Program Version 8.1.1.0 - 6/3/2021 File:C:/Users/smarsenault/Desktop/Five Corners Fire Station (824070) MP Review/Issued Docs/Pre-Seal/824070 2016630 LC8.7 Seismic.eri 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 APPENDIX B BASE LEVEL DRAWING September 15, 2021 CCI BU No 824070 Page 8 tnxTower Report - version 8.1.1.0 (OTHER CONSIDERED EQUII (1) 1-1/2" TO 122 FT LI (PROPOSED EQUIPMENT CC (1) 1-5/8" TO 69 FT LE) (OTHER CONSIDERED EQUIF (1) 1/4" TO 87 FT LEVEL (5) 1-1/4- TO 87 FT LE) (OTHER CONSIDERED EQUII (1) 1/4" TO 56 FT LEVEL (OTHER CONSIDERED EQUIP (2) 1-1/2- TO 108 FT LE (6) 1-5/8" TO 108 FT LE W/ SAFETY CLIMB CONSIDERED EQUIPMENT) 3" TO 79 FT LEVEL 4" TO 79 FT LEVEL 18" TO 79 FT LEVEL CONSIDERED EQUIPMENT) 2" TO 100 FT LEVEL 3" TO 100 FT LEVEL 123-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.600222, Order 578095, Revision 0 APPENDIX C ADDITIONAL CALCULATIONS September 15, 2021 CCI BU No 824070 Page 9 tnxTower Report - version 8.1.1.0 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 441.05 ft (NAVD 88) Risk Category: II Latitude: 47.806817 Soil Class: D - Default (see Longitude:-122.348717 Section 11.4.3) P k*'ITRN� - •�•c - s .. I. r 6 ��t ■ � ■ i. y • 1. Z • ■ � r ` a f } 4 r I .8w nz hti}$i�r .: Wind wrcm,:n A1oAil i. o ✓a�n i I •.rl •.:mr+� Mill _leek Lynn, od F •1n1� 9 1 II ,n '511nF - rc`� wood inviik .. k.i•I.I.nr. F•: •1 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 Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed May 26 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Wed May 26 2021 -ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 1.284 Sol N/A S, 0.452 TL 6 Fa 1.2 PGA: 0.547 FV N/A PGA m : 0.656 Sans : 1.541 FPGA 1.2 SM, N/A le 1 SIDS : 1.027 Cv 1.357 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed May 26 2021 Date Source: USGS Seismic Design Maps https://asce7hazardtool.onIine/ Page 2 of 3 Wed May 26 2021 -ASCE® AMERICAN SOCIUY 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 Wed May 26 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Wed May 26 2021 Monopole Base Plate Connection Site • BU # 824070 Site Name ive Corners -Fire Stati Order # 578095 Rev. 0 Analysis Considerations TIA-222 Revision H Grout Considered: Yes I., (In) 0.625 Applied LoadMIN&..dW Moment (kip-ft) 1329.00 Axial Force (kips) 31.00 Shear Force (kips) 15.00 *TIA-222-H Section 15.5 Applied Anchor Rod Data (8) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 44" BC Base Plate Data 50" OD x 2.25" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Stiffener Data N/A Pole Data 37.15" x 0.3125" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) CC CROWN CASTLE Anchor Rod Summary (units of kips, kip -in) Pu—t = 177.16 (�Pn_t = 243.75 Stress Rating Vu = 1.88 (�Vn = 149.1 69.2% Mu = n/a (�Mn = n/a Pass Base Plate Summary Max Stress (ksi): 21.22 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 37.4% Pass CClplate - Version 4.1.2 Analysis Date: 9/15/2021 Monopole Base Plate Connection - Seismic Site • BU # 824070 Site Name ive Corners -Fire Stati Order # 578095 Rev. 0 Analysis Considerations A TIA-222 Revision H Grout Considered: Yes I., (In) 0.625 Applied LoadEjEL...0 Moment (kip-ft) 635.00 Axial Force (kips) 36.00 Shear Force (kips) 6.00 *TIA-222-H Section 15.5 Applied *1.5 Overstrength Factor Applied Anchor Rod Data (8) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 44" BC Base Plate Data 50" OD x 2.25" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Stiffener Data N/A Pole Data 37.15" x 0.3125" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) CC CROWN CASTLE Anchor Rod Summary (units of kips, kip -in) Pu—t = 125.25 (�Pn_t = 243.75 Stress Rating Vu=1.13 (�Vn=149.1 48.9% Mu = n/a (�Mn = n/a Pass Base Plate Summary Max Stress (ksi): 10.44 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 18.4% Pass CClplate - Version 4.1.2 Analysis Date: 9/15/2021 Drilled Pier Foundation BU#: Site Name: Order Number: TIA-222 Revison: Tower Type: 824070 Five Corners -Fire Station 578095 Rev. 0 H Monopole Applied... Comp. Uplift Moment (kip-ft) 1329 Axial Force (kips) 31 Shear Force (kips) 15 PropertiesMaterial Concrete Strength, f'c: 4 ksi Rebar Strength, Fy: 60 ksi Tie Yield Strength, Fyt: 60 ksi Pier Design Data Depth I 19 ft Ext. Above Gradel 0.5 ft Pier Section 1 From 0.5' above grade to 19' below grade Pier Diameter 6 ft Rebar Quantity 22 Rebar Size 10 Clear Cover to Ties 3 in Tie Size 4 Tie Spacing I 6 in Groundwater Death I N/A Soil Lateral Check Compression Uplift D =o (ft from TOC) 4.95 - Soil Safety Factor 2.84 - Max Moment (kip-ft) 1387.25 - Rating* 44.6% - Soil Vertical Check uomt)resslon Uplltt Skin Friction (kips) 453.80 - End Bearing (kips) 275.67 - Weight of Concrete (kips) 99.24 - Total Capacity (kips) 729.48 - Axial (kips) 130.24 - Rating*1 17.0% 1- Rebar & Pier Options Reinforced Concrete Flexure Compression Embedded Pole Inputs Belled Pier Inputs Uplltt Critical Depth (ft from TOC) 4.88 - Critical Moment (kip-ft) 1387.24 - Critical Moment Capacity 3837.00 - Rating* 34.4% - Reinforced Concrete Shear C;Ompression Uplltt Critical Depth (ft from TOC) 14.37 - Critical Shear (kip) 213.48 - Critical Shear Capacity 594.89 - Rating* 34.2% - Structural Foundation Rating* 34.4% Soil Interaction Rating* 44.6% *Rating per TIA-222-H Section 15.5 # of Lavers 1 3 CROWN � CASTLE Check Limitation Apply TIA-222-H Section 15.5: p N/A ❑ Additional Longitudinal Rebar Input Effective Depths (else Actual): Shear Design Options ❑ Check Shear along Depth of Pier: p Utilize Shear -Friction Methodology: ❑ Override Critical Depth: ❑ Go to Soil Calculations Calculated Calculated Ultimate Skin Ult. Gross Angle of Ultimate Skin Top Thickness Ysoil 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) 11 01 21 21 100 150 01 0 0.000 0.000 0.00 0.00 Cohesionless 21 21 61 41 1001 1501 01 30 0.0001 0.0001 1.201 1.201 1 1 Cohesionless 31 61 191 131 1001 1501 01 36.87 0.0001 0.0001 2.101 2.101 131 1 Cohesionless Version 5.0.3 CROWN � CASTLE Decimal Degrees Lat: 47.806817 Long:-122.348717 BU: 824070 WO: 2016630 Order: 578095 Deg Structure: A Rev: 10 Min Sec + 47 48 24.54 - 122 20 55.38 Seismic Design Code: TIA-222-H-1 Site Soil: D (Default) Default Risk Category: II USGS Seismic Reference SS: 1.2840 g SI: 0.4520 g TL: 6 s Importance Factor, le: 1 Acceleration -based site coefficient, Fa: 1.2000 Velocity -based site coefficient, Fv: 1.8480 Design spectral response acceleration short period, SDS: 1.0272 g Design spectral response acceleration 1 s period, SDI: 0.5569 g T5: 0.5421 Seismic Design Category Based on SDS: D Seismic Design Category Based on SDI: D Seismic Design Category Based on SI: N/A Controlling Seismic Design Category: CCISeismic 3.38 Page 1 Analysis Date: 9/15/2021 r,4.0 CROWN � „ CASTLE BU: 824070 WO: 2016630 Order: 578095 Tower Type: Height, h: Effective Seismic Weight, W: Amplification Factor, As: Tapered Monopole 123 25.91 1.0 Response Modification Factor, R:I 1.5 ft kips Fundamental Period, T:j 2.4900 s Seismic Response Coefficient, C, Seismic Response Coefficient Max 1, Csmax Seismic Response Coefficient Max 2, Csmax Seismic Response Coefficient Min 11 Csmir Seismic Response Coefficient Min 2, Csmin Controlling Seismic Response Coefficient, Csc Seismic Base Shear, V 0.2236 N/A N/A 0.0452 N/A 0.2236 Period Related Exponent, k: 1.995 Sum of w;h;k 160639.71 kips Structure: I A Rev: 1 0 2.7.8.1 Table 2-12 Note 3 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 CCISeismic 3.38 Page 2 Analysis Date: 9/15/2021 Section Number 1 - 1 Length 4.50 ITower .. I 123.00 Section ..• Weight, w. 120.75 0.2232 3177.88 0.0198 0.1146 0.0459 1-2 i 118.50 113.50 0.4961 6241.32 0.03, 0.2251 0.1019 2-1 0.58 108.50 108.21 0.0159 182.08 0.0011 0.006 0.0033 2-2 10.00 107.92 102.92 0.2990 3094.25 0.0193 0.1116 0.0614 3-1 0.42 100.00 99.79 0.0169 164.30 0.0010 0.0059 O.00 3-2 10.00 99.58 94.58 0.4346 3800.27 0.0237 0.1371 0.0893 3-3 10.00 89.58 84.58 0.4972 3479.04 0.02' 0.1255 0.1022 3-4 10.00 79.58 74.58 0.5599 3047.63 0.0190 0.1099 0.1150 3-5 10.00 69.58 64.58 0.6225 2542.60 0.0158 0.0917 0.1279 3-6 10.00 59.58 54.58 0.6851 2000.54 0.0125 0.0722 0.1408 4-1 3.00 53.00 51.50 0.2583 671.82 0.0042 0.0242 0.0531 4-2 10.00 50.00 45.00 0.9114 1810.83 0.0113 0.0653 0.1872 4-3 10.00 40.00 35.00 0.9888 1189.91 0.0074 0.0429 0.2031 4-4 10.00 30.00 25.00 1.0661 655.70 1 0.0041 0.0237 0.2190 4-5 10.00 20.00 15.00 1.1435 253.83 0.0016 0.0092 0.2349 4-6 10.00 10.00 5.00 1.2208 30.28 1 0.0002 0.0011 0.2508 SUMI 9.4394 CCISeismic 3.38 Page 3 Analysis Date: 9/15/2021 lightning rod 5/8"x8-ft LRod Discrete Loads 123.00 0.0084 123.32 0.0008 0.0044 0.0017 omni antenna 1" Dia x 8' Omni Antenna 123.00 0.0200 295.39 0.0018 0.0107 0.0041 jma wireless cfd MX08FRO665-21 w/ Mount Pipe 122.00 0.1081 1570.63 0.0098 0.0567 0.0222 jma wireless cfd MX08FRO665-21 w/ Mount Pipe 122.00 0.1081 1570.63 0.0098 0.0567 0.0222 jma wireless cfd MX08FRO665-21 w/ Mount Pipe 122.00 0.1081 1570.63 0.0098 0.0567 0.0222 fujitsu TA08025-13605 122.00 0.0800 1162.46 0.0072 0.0419 fujitsu TA08025-13605 122.00 0.0800 1162.46 0.0072 0.0419 0.0164 fujitsu TA08025-13605 122.00 0.0800 1162.46 0.0072 0.0419 0.0164 fujitsu TA08025-13604 122.00 0.0600 871.84 0.0054 0.0315 0.0123 fujitsu TA08025-13604 122.00 0.0600 871.84 0.0054 0.0315 0.0123 fujitsu TA08025-13604 122.00 0.0600 871.84 0.0054 0.0315 0.0123 raycap RDIDC-9181-PF-48 122.00 0.0200 290.61 0.0018 0.0105 0.0041 tower mounts Commscope MC-PKB-DSH 122.00 1.7490 25414.27 0.1582 0.9168 0.3593 (2) pipe 2.4" x 8' Pipe 122.00 0.0600 871.84 0.0054 0.0315 0.0123 (2) pipe 2.4" x 8' Pipe 122.00 0.0600 871.84 0.0054 0.0315 0.0123 (2) pipe 2.4" x 8' Pipe 122.00 0.0600 871.84 0.0054 0.0315 0.0123 andrew cfd TMBXX-6516-A2M w/ Mount Pipe 108.00 0.0538 612.66 0.0038 0.0221 0.0110 andrew cfd TMBXX-6516-A2M w/ Mount Pipe 108.00 0.0538 612.66 0.0038 0.0221 0.0110 andrew cfd TMBXX-6516-A2M w/ Mount Pipe 108.00 0.0538 612.66 0.0038 0.0221 0.0110 nokia AEHC w/ Mount Pipe 108.00 0.1100 1253.35 0.0078 0.0452 0.0226 nokia AEHC w/ Mount Pipe 108.00 0.1100 1253.35 0.0078 0.0452 0.0226 nokia AEHC w/ Mount Pipe 108.00 0.1100 1253.35 0.0078 0.0452 0.0226 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 108.00 0.1605 1828.87 0.0114 0.0660 0.0330 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 108.00 0.1605 1828.87 0.0114 0.0660 0.0330 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 108.00 0.1605 1828.87 0.0114 0.0660 0.0330 (2) commscope TMAT1921B68-21-43 108.00 0.0400 455.76 0.0028 0.0164 0.0082 (2) commscope TMAT19211368-21-43 108.00 0.0400 455.76 0.0028 0.0164 0.0082 (2) commscope TMAT1921B68-21-43 108.00 0.0400 455.76 0.0028 0.0164 0.0082 commscope HCS 2.0 108.00 0.0014 15.61 0.0001 0.0006 0.0003 commscope HCS 2.0 108.00 0.0014 15.61 0.0001 0.0006 0.0003 nokia FXFB 108.00 0.0600 683.65 0.0043 0.0247 0.0123 nokia AHLOA 108.00 0.0800 911.53 0.0057 0.0329 0.0164 nokia AHLOA 108.00 0.0800 911.53 0.0057 0.0329 0.0164 nokia AHLOA 108.00 0.0800 911.53 0.0057 0.0329 0.0164 nokia AHFIG TMO 108.00 0.0700 797.59 0.0050 0.0288 0.0144 nokia AHFIG TMO 108.00 0.0700 797.59 0.0050 0.0288 nokia AHFIG TMO 108.00 0.0700 797.59 0.0050 0.0288 0.0144 tower mounts (cci) T-Arm Mount [TA 602-3] 108.00 0.7743 8822.46 0.0549 0.3183 0.1591 ydi A-2412 100.00 0.0038 37.14 0.0002 0.0013 0.0008 pipe 2.4" Dia. x 2-ft 100.00 0.0073 71.53 0.0004 0.0026 0.0015 tower mounts (cci) Side Arm Mount [SO 701-1] 100.00 0.0650 635.20 0.0040 0.0229 0.0134 kmw communications cfd ETCR-6541-121-16 w/ Mount Pipe 87.00 0.1050 777.12 0.0048 0.0280 0.0216 kmw communications cfd ETCR-6541-121-16 w/ Mount Pipe 87.00 0.1050 777.12 0.0048 0.0280 0.0216 kmw communications cfd ETCR-6541-121-16 w/ Mount Pipe 87.00 0.1050 777.12 0.0048 0.0280 0.0216 samsung telecommunications RRH-P4 87.00 0.0600 444.11 0.0028 0.0160 0.0123 samsung telecommunications RRH-P4 87.00 0.0600 444.11 0.0028 0.0160 0.0123 samsung telecommunications RRH-P4 87.00 0.0600 444.11 0.0028 0.0160 0.0123 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 888.22 0.0055 0.0320 0.0247 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 888.22 0.0055 0.0320 0.0247 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 888.22 0.0055 0.0320 0.0247 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 444.11 0.0028 0.0160 0.0123 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 444.11 0.0028 0.0160 0.0123 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 444.11 0.0028 0.0160 0.0123 rfs celwave FIM800CAB-C2D 87.00 0.0500 370.09 0.0023 0.0134 0.0103 rfs celwave FIM800CAB-C2D 87.00 0.0500 370.09 0.0023 0.0134 0.0103 rfs celwave FIM800CAB-C2D 87.00 0.0500 370.09 0.0023 0.0134 0.0103 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 0.0020 14.51 0.0001 0.0005 0.0004 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 0.0020 14.51 0.0001 0.0005 0.0004 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 0.0020 14.51 0.0001 0.0005 0.0004 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.43 0.0002 0.0009 0.0007 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.43 0.0002 0.0009 0.0007 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.43 0.0002 0.0009 0.0007 motorola 5830BHC 87.00 0.0091 67.36 0.0004 0.0024 0.0019 (2) mounts 2.4" Dia x 8-ft Mount Pipe 87.00 0.0600 444.11 0.0028 0.0160 0.0123 (2) mounts 2.4" Dia x 8-ft Mount Pipe 87.00 0.0600 444.11 0.0028 0.0160 0.0123 (2) mounts 2.4" Dia x 8-ft Mount Pipe 87.00 0.0600 444.11 0.0028 0.0160 0.0123 tower mounts (cci) Platform Mount [LP 716-1] 87.00 1.5094 11172.66 0.0696 0.4030 0.3101 kathrein cfd 80010992 w/ Mount Pipe 79.00 0.1801 1099.78 0.0068 0.0397 0.0370 kathrein cfd 80010992 w/ Mount Pipe 79.00 0.1801 1099.78 0.0068 0.0397 0.0370 kathrein cfd 80010992 w/ Mount Pipe 79.00 0.1801 1099.78 0.0068 0.0397 0.0370 cellmax technologies_ cfd CMA-UBTU LBULBHH/6517/17/21/21 w/ Mount P 79.00 0.1481 904.07 0.0056 0.0326 0.0304 cellmax technologies_ cfd CMA-UBTU LBULBHH/6517/17/21/21 w/ Mount P 79.00 0.1481 904.07 0.0056 0.0326 0.0304 cellmax technologies_cfd CMA-UBTU LBULBHH/6517/17/21/21 w/ Mount P 79.00 0.1481 904.07 0.0056 0.0326 0.0304 nokia AEQK w/ Mount Pipe 79.00 0.1100 671.67 0.0042 0.0242 0.0226 nokia AEQK w/ Mount Pipe 79.00 0.1100 671.67 0.0042 0.0242 0.0226 nokia AEQK w/ Mount Pipe 79.00 0.1100 671.67 0.0042 0.0242 0.0226 nokia AHLBBA CCIV2 79.00 0.1000 610.61 0.0038 0.0220 0.0205 nokia AHLBBA CCIV2 79.00 0.1000 610.61 0.0038 0.0220 0.0205 nokia AHLBBA CCIV2 79.00 0.1000 610.61 0.0038 0.0220 0.0205 nokia AHCA CCIV3 79.00 0.0400 244.25 0.0015 0.0088 0.0082 CCISeismic 3.38 Page 4 Analysis Date: 9/15/2021 nokia AHCA CCIV3 79.00 0.0400 244.25 0.0015 0.0088 0.0082 nokia AHCA CCIV3 79.00 0.0400 244.25 0.0015 0.0088 0.0082 alcatel lucent RRH4X25-WCS 79.00 0.0900 549.55 0.0034 0.0198 0.0185 alcatel lucent RRH4X25-WCS 79.00 0.0900 549.55 0.0034 0.0198 0.0185 alcatel lucent RRH4X25-WCS 79.00 0.0900 549.55 0.0034 0.0198 0.0185 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 366.37 0.0023 0.0132 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 366.37 0.0023 0.0132 0.0123 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 366.37 0.0023 0.0132 0.0123 raycap DC6-48-60-18-8F 79.00 0.0300 183.18 0.0011 0.0066 0.0062 raycap DC6-48-60-18-8F 79.00 0.0300 183.18 0.0011 0.0066 0.0062 raycap DC6-48-60-18-8F 79.00 0.0300 183.18 0.0011 0.0066 0.0062 alcatel lucent B66A RRH4X45 79.00 0.0600 366.37 0.0023 0.0132 0.0123 alcatel lucent B66A RRH4X45 79.00 0.0600 366.37 0.0023 0.0132 0.0123 alcatel lucent B66A RRH4X45 79.00 0.0600 366.37 0.0023 0.0132 0.0123 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 122.12 0.0008 0.0044 0.0041 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 122.12 0.0008 0.0044 0.0041 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 122.12 0.0008 0.0044 0.0041 pipe 2.4" Dia. x 6-ft 79.00 0.0200 122.12 0.0008 0.0044 0.0041 pipe 2.4" Dia. x 6-ft 79.00 0.0200 122.12 0.0008 0.0044 0.0041 pipe 2.4" Dia. x 6-ft 79.00 0.0200 122.12 0.0008 0.0044 0.0041 tower mounts (cci) T-Arm Mount [TA 601-3] 79.00 0.7260 4433.05 0.0276 0.1599 0.1491 (2) commscope_cfd NHH-65C-R2B w/ Mount Pipe 69.00 0.1690 787.85 0.0049 0.0284 0.0347 (2) commscope_cfd NHH-65C-R2B w/ Mount Pipe 69.00 0.1690 787.85 0.0049 0.0284 0.0347 (2) commscope_cfd NHH-65C-R2B w/ Mount Pipe 69.00 0.1690 787.85 0.0049 0.0284 0.0347 ericsson AIR 6449 w/ Mount Pipe 69.00 0.1200 559.35 0.0035 0.0202 0.0247 ericsson AIR 6449 w/ Mount Pipe 69.00 0.1200 559.35 0.0035 0.0202 0.0247 ericsson AIR 6449 w/ Mount Pipe 69.00 0.1200 559.35 0.0035 0.0202 0.0247 ericsson RRUS 4449 135/1312 69.00 0.0700 326.29 0.0020 0.0118 0.0144 ericsson RRUS 4449 135/1312 69.00 0.0700 326.29 0.0020 0.0118 0.0144 ericsson RRUS 4449 135/1312 69.00 0.0700 326.29 0.0020 0.0118 0.0144 ericsson RRUS 8843 B2/B66A_CCIV2 69.00 0.0800 372.90 0.0023 0.0135 0.0164 ericsson RRUS 8843 B2/B66A CCIV2 69.00 0.0800 372.90 0.0023 0.0135 0.0164 ericsson RRUS 8843 B2/B66A CCIV2 69.00 0.0800 372.90 0.0023 0.0135 0.0164 raycap RVZDC-6627-PF-48 CCIV2 69.00 0.0300 139.84 0.0009 0.0050 0.0062 tower mounts (cci) T-Arm Mount [TA 602-3]A 69.00 0.7743 3609.22 0.0225 0.1302 0.1591 tower mounts Mount Reinforcement Specifications 69.00 0.2800 1305.15 0.0081 0.0471 0.0575 motorola GPS PMP 56.00 0.0004 i 0.0000 0.0000 0.000 tower mounts (cci) Pipe Mount [PM 601-1] 56.00 0.0650 199.78 0.0012 0.0072 0.0134 raycap RCMDC-3315-PF-48 4.00 0.0300 1.48 0.0000 0.0000 0.0062 tower mounts (cci) Pipe Mount [PM 601-1] 4.00 0.0650 1.03 0.0000 0.0000 0.0134 andrew PX2F-52-NXA 87.00 0.0100 74.02 0.0005 0.0027 0.0021 Su m I 13.9492 I 120497.84 CCISeismic 3.38 Page 5 Analysis Date: 9/15/2021 Name miscl Safety Line 3/8 From 0 to 123 Start Height 113.00 LoadsLinear End Height 123.00 h,, 118.00 W, 0.0022 W,hx k 29.91 CVX 0.0002 F.h 0.0011 Fxv 0.0005 miscl Safety Line 3/8 From 0 to 123 103.00 113.00 108.00 0.0( 25.07 0.0002 0.0009 0.0005 miscl Safety Line 3/8 From 0 to 123 93.00 103.00 98.00 0.0( 60.65 0.0001 0.0007 0.0005 miscl Safety Line 3/8 From 0 to 123 83.00 93.00 88.00 O.00 16.66 0.0001 0.0006 0.0005 miscl Safety Line 3/8 From 0 to 123 73.00 83.0 78.00 O.00 13.10 0.0001 0.0005 0.0005 miscl Safety Line 3/8 From 0 to 123 63.00 73.00 68.00 0.0022 9.9E 0.0001 0.0004 0.0005 miscl Safety Line 3/8 From 0 to 123 53.00 63.00 58.00 0.0022 0.0000 0.0003 0.0005 miscl Safety Line 3/8 From 0 to 123 43.00 53.00 48.00 0.0022 4.97 0.0000 0.0002 0.0005 miscl Safety Line 3/8 From 0 to 123 33.00 43.00 38.00 0.0022 3.12 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 123 23.00 33.00 28.00 0.0022 1.70 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 123 13.00 23.00 18.00 0.0022 0.70 0.0000 0.0000 0.0005 miscl Safety Line 3/8 From 0 to 123 3.00 13.00 8.00 0.0022 0.14 0.0000 0.0000 0.0005 miscl Safety Line 3/8 From 0 to 123 0.00 3.00 1.50 0.0007 0.00 0.0000 0.0000 0.0001 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 113.00 122.00 117.50 0.0211 285.12 0.0018 0.0103 0.0043 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 103.00 113.00 108.00 0.0235 267.76 0.0017 0.0097 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 93.00 103.00 98.00 0.0235 220.58 0.0014 0.0080 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 83.00 93.00 88.00 0.0235 177.95 0.0011 0.0064 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 73.00 83.00 78.00 0.0235 139.89 0.0009 0.0050 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 63.00 73.00 68.00 0.0235 106.40 0.0007 0.0038 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 53.00 63.00 58.00 0.0235 77.47 0.0005 0.0028 0.0048 cui CUI2PSM9P6XXX(1-1/2) From 0 to 122 43.00 53.00 8.00 0.0235 5- 0.0003 0.0019 0.004< cui CU12PSM9P6XXX(1-1/2) From 0 to 122 33.00 43.00 38.00 0.0235 33.32 0.0002 0.0012 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 23.00 33.00 28.00 0.0235 18.12 0.0001 0.0007 0.0048 cui CU12PSM9P6XXX(1-1/2) From 0 to 122 13.00 23.00 18.00 0.0235 7.50 0.0000 0.0003 0.0048 cui CUI2PSM9P6XXX(1-1/2) From 0 to 122 3.00 13.00 8.00 0.0235 1.49 0.0000 0.0001 0.0048 cui CUI2PSM9P6XXX(1-1/2) From 0 to 122 0.00 3.00 1.50 0.0070 0.02 0.0000 0.0000 0.0014 (6) andrew LDF7-50A(1-5/8) From 0 to 108 103.00 108.00 105.50 0.0246 267.50 0.0017 0.0096 0.0051 (6) andrew LDF7-50A(1-5/8) From 0 to 108 93.00 103.00 98.00 0.0492 461.81 0.0029 0.0167 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 83.00 93.00 88.00 0.0492 372.57 0.0023 0.0134 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 73.00 83.00 78.00 0.0492 292.88 0.0018 0.0106 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 63.00 73.00 68.00 0.0492 222.75 0.0014 0.0080 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 53.00 63.00 58.00 0.0492 162.18 0.0010 0.0059 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 43.00 53.00 48.00 0.0492 111.18 0.0007 0.0040 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 33.00 43.00 38.00 0.0492 69.76 0.0004 0.0025 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 23.00 33.00 28.00 0.0492 37.94 0.0002 0.0014 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 13.00 2 '.8.00 0.0492 1 0.0001 0.0006 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 3.00 13.00 8.00 0.0492 3.12 0.0000 1.0001 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108 0.00 3.00 1.50 0.0148 0.03 0.0000 0.0000 0.0030 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 103.Oe 108.00 105.50 0.0171 185.95 0.0012 0.0067 0.0035 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 93.00 103.00 98.00 0.0342 321.01 0.0020 0.0116 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 83.00 93.00 88.00 0.0342 258.98 0.0016 0.0093 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 73.00 83.00 78.00 0.0342 203.59 0.0013 0.0073 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 63.00 73.00 68.00 0.0342 154.84 0.0010 0.0056 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 53.00 63.00 58.00 0.0342 112.74 0.0007 0.0041 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 43.00 53.00 48.00 0.0342 77.29 0.0005 0.0028 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 33.00 43.00 38.00 0.0342 48.49 0.0003 0.0017 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 23.00 33.00 28.00 0.0342 26.37 0.0002 0.001_ 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 13.00 23.00 18.00 0.0342 10.92 0.0001 0.0004 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 3.00 13.00 8.00 0.0342 2.17 0.0000 0.0001 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108 0.00 3.00 1.50 0.0103 0.02 0.0000 0.0000 0.0021 andrew LDF4-50A(1/2) From 0 to 100 93.00 100.00 96.5C 0.0011 0.0001 0.0003 0.0002 andrew LDF4-50A(1/2) From 0 to 100 83.00 93.00 88.00 0.0015 0.0001 0.0004 0.0003 andrew LDF4-50A(1/2) From 0 to 100 73.00 83.00 78.00 0.0015 8.93 0.0001 0.0003 0.000? andrew LDF4-50A(1/2) From 0 to 100 63.00 73.00 68.00 0.0015 6.79 0.0000 0.0002 0.0003 andrew LDF4-50A(1/2) From 0 to 100 53.00 63.00 58.00 0.0015 4.94 0.0000 0.0002 0.0003 andrew LDF4-50A(1/2) From 0 to 100 43.00 53.00 48.00 0.0015 3.39 0.0000 0.0001 0.0003 andrew LDF4-50A(1/2) From 0 to 100 33.00 43.00 38.00 0.0015 2.13 0.0000 0.0001 0.0003 andrew LDF4-50A(1/2) From 0 to 100 23.00 33.00 28.00 0.0015 1.16 0.0000 0.0000 0.0003 andrew LDF4-50A(1/2) From 0 to 100 13.00 23.00 18.00 0.0015 0.48 0.0000 0.0000 0.0003 andrew LDF4-50A(1/2) From 0 to 100 3.00 13.00 8.00 0.0015 0.10 0.0000 0.0000 0.0003 andrew LDF4-50A(1/2) From 0 to 100 0.00 3.00 1.50 0.0005 0.00 0.0000 0.0000 0.000i andrew LDF5-50A(7/8) From 0 to 100 93.00 100.00 96.50 0.0023 21.03 0.0001 0.0008 0.0005 andrew LDF5-50A(7/8) From 0 to 100 83.00 93.00 88.00 0.0033 24.99 0.0002 0.0009 0.0007 andrew LDF5-50A(7/8) From 0 to 100 73.00 83.00 78.00 0.0033 19.64 0.0001 0.0007 0.0007 andrew LDF5-50A(7/8) From 0 to 100 63.00 73.00 68.00 0.0033 14.94 0.0001 0.0005 0.0007 andrew LDF5-50A(7/8) From 0 to 100 53.00 63.00 8.00 0.0033 10.88 0.0001 0.0004 0.0007 andrew LDF5-50A(7/8) From 0 to 100 43.00 53.00 48.00 0.0033 0.0000 0.0003 0.0007 andrew LDF5-50A(7/8) From 0 to 100 33.00 43.00 38.00 0.0033 4.68 0.0000 0.0002 0.0007 andrew LDF5-50A(7/8) From 0 to 100 23.00 33.00 28.00 0.0033 2.54 0.0000 0.0001 0.000� andrew LDF5-50A(7/8) From 0 to 100 13.00 23.00 18.00 0.0033 1.05 0.0000 0.0000 0.0007 andrew LDF5-50A(7/8) From 0 to 100 3.00 13.00 8.00 0.0033 0.21 0.0000 0.0000 0.0007 andrew LDF5-50A(7/8) From 0 to 100 0.00 3.00 1.50 0.0010 0.00 0.0000 0.0000 0.0002 andrew LDF1-50A(1/4) From 0 to 87 83.00 87.00 85.00 0.0002 1.70 0.0000 0.0001 0.0000 andrew LDF1-50A(1/4) From 0 to 87 73.00 83.00 78.00 0.0006 3.57 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4) From 0 to 87 63.00 73.00 68.00 0.0006 2.72 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4) From 0 to 87 53.00 63.00 58.00 0.0006 1.98 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4) From 0 to 87 43.00 53.00 48.00 0.0006 1.3E 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 87 33.00 43.00 38.00 0.0006 0.85 1 0.0000 0.0000 0.000' andrew LDF1-50A(1/4) From 0 to 87 23.00 33.00 28.00 0.0006 0.4E 1 0.0000 0.0000 0.000' andrew LDF1-50A(1/4) From 0 to 87 13.00 23.00 18.00 0.0006 0.1� 1 0.0000 0.0000 0.000' CCISeismic 3.38 Page 6 Analysis Date: 9/15/2021 andrew LDF1-50A(1/4) From 0 to 87 3.00 13.00 8.00 0.0006 0.04 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 87 0.00 3.00 1.50 0.0002 0.00 0.0000 0.0000 0.0000 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 83.00 87.00 85.00 0.0100 70.66 0.0004 0.0025 0.0021 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 73.00 83.00 8.00 0.0250 148.82 0.0009 0.0054 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 63.00 73.00 68.00 0.0250 113.19 0.0007 0.0041 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 53.00 63.00 58.00 0.0250 82.41 0.0005 0.0030 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 43.00 53.00 48.00 0.0250 56.50 0.0004 0.0020 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 33.00 43.00 38.00 0.0250 35.45 0.0002 0.0013 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 23.00 33.00 28.00 0.0250 19.28 0.0001 0.0007 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 13.00 23.00 18.00 0.0250 7.98 0.0000 0.0003 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 3.00 13.00 8.00 0.0250 1.58 0.0000 0.0001 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 0.00 3.00 1.50 0.0075 0.02 0.0000 0.0000 0.0015 (6) miscl 2.5" Flexible Conduit From 0 to 87 83.00 87.00 85.00 0.0090 63.60 0.0004 0.0023 0.0018 (6) miscl 2.5" Flexible Conduit From 0 to 87 73.00 83.00 78.00 0.0225 133.94 0.0008 0.0048 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 63.00 73.00 68.00 0.0225 101.87 0.0006 0.0037 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 53.00 63.00 58.00 0.0225 74.17 0.0005 0.0027 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 43.00 53.00 48.0(, 0.0225 50.85 0.0003 0.0018 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 33.00 43.00 38.00 0.0225 31.90 0.0002 0.0012 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 23.00 33.00 28.00 0.0225 17.35 0.0001 0.0006 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 13.00 _ 3.00 0.0225 0.0000 0.0003 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 3.00 13.00 8.00 0.0225 1.43 0.0000 0.0001 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 0.00 3.00 .50 0.0068 0.02 0.0000 0.0000 0.0014 (18) andrew LDF5-50A(7/8) From 0 to 79 73.00 79.00 76.00 0.0356 201.45 0.0013 0.0073 0.0073 (18) andrew LDF5-50A(7/8) From 0 to 79 63.00 73.00 68.00 0.0594 268.93 0.0017 0.0097 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 53.00 63.00 58.00 0.0594 195.81 0.0012 0.0071 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 43.00 53.00 48.00 0.0594 134.23 0.0008 0.0048 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 33.00 43.00 38.00 0.0594 84.23 0.0005 0.0030 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 23.00 33.00 28.00 0.0594 45.80 0.0003 0.0017 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 13.00 23.00 18.00 0.0594 18.97 0.0001 0.0007 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 3.00 13.00 8.00 0.0594 3.76 0.0000 0.0001 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 0.00 3.00 1.50 0.0178 0.04 0.0000 0.0000 0.0037 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 73.00 79.00 76.00 0.0210 118.83 0.0007 0.0043 0.0043 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 63.00 73.00 68.00 0.0350 158.64 0.0010 0.0057 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 53.00 63.00 58.00 0.0350 115.51 0.0007 0.0042 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 43.00 53.00 48.00 0.0350 79.18 0.0005 0.0029 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 33.00 38.00 0.0350 49.E 0.0003 0.0018 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 23.00 33.00 28.00 0.0350 27.02 0.0002 0.0010 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 13.00 23.00 18.00 0.0350 11.19 0.0001 0.0004 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 3.00 13.00 8.00 0.0350 2.2" 0.0000 0.00r 0.0072 (6) rosenberger leoni WR-VG86ST-BRD(3/4) From 0 to 79 0.00 3.00 1.50 0.0105 0.02 0.0000 0.0000 0.0022 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 73.00 79.00 76.00 0.0007 3.93 0.0000 0.0001 0.0001 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 63.00 73.00 68.00 0.0012 5.25 0.0000 0.0002 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 53.00 63.00 58.00 0.0012 3.82 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 43.00 53.00 48.00 0.0012 2.62 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 33.00 43.00 38.00 0.0012 1.64 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 23.00 33.00 28.00 0.0012 0.89 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 13.00 23.00 18.00 0.0012 0.3, 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 3.00 13.00 8.00 0.0012 0.0- 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 0.00 3.00 1.50 0.0003 0.0' 0.0000 0.0000 0.0001 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 73.00 79.00 76.00 0.0007 0.0000 0.0001 0.0001 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 63.00 73.00 68.00 0.0012 0.0000 0.0002 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 53.00 63.00 58.00 0.0012 3.82 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 43.00 53.00 48.00 0.0012 2.62 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 33.00 43.00 38.00 0.0012 1.64 0.0000 0.0001 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 23.00 33.00 28.00 0.0012 0.89 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 13.00 23.00 18.00 0.0012 0.37 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 3.00 13.00 8.00 0.0012 0.07 0.0000 0.0000 0.0002 (2) rosenberger leoni FB-L98B-002-125000(3/8) From 0 to 79 0.00 3.00 1.50 0.0003 0.00 0.0000 0.0000 0.0001 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 63.00 69.00 66.00 0.0064 27.39 0.0002 0.0010 0.0013 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 53.00 63.00 58.00 0.0107 35.27 0.0002 0.0013 0.0022 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 43.00 53.00 48.00 0.0107 24.18 0.0002 0.0009 0.0022 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 33.00 43.00 38.00 0.0107 15.17 0.0001 0.0005 0.0022 huber and suhner MILE HYBRID 91POWER/18FIBER RL 2(1-5/8) From 0 to 69 23.00 33.00 28.00 0.0107 8.2L 0.0001 0.0003 0.0022 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 13.00 23.00 18.00 0.0107 3.42 0.0000 0.0001 0.0022 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 3.00 13.00 8.00 0.0107 0.68 0.0000 0.0000 0.0022 huber and suhner MILE HYBRID 9POWER/18FIBER RL 2(1-5/8) From 0 to 69 0.00 3.00 1.50 0.0032 0.01 0.0000 0.0000 0.0007 andrew LDF1-50A(1/4) From 0 to 56 53.00 56.00 54.50 0.0002 0.52 0.0000 0.0000 0.0000 andrew LDF1-50A(1/4) From 0 to 56 43.00 - 48.00 0.0006 1.36 0.0000 1 0.001 0.0001 andrew LDF1-50A(1/4) From 0 to 56 33.00 43.00 38.00 0.0006 0.85 0.0000 0.0000 0.000' andrew LDF1-50A(1/4) From 0 to 56 23.00 33.00 28.00 0.0006 0.46 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 56 13.00 23.00 18.00 0.0006 0.19 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 56 3.00 13.00 8.00 0.0006 0.04 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 56 1 0.00 3.00 1 1.50 1 0.0002 1 0.00 1 0.0000 0.0000 0.0000 Suml 2.5225 l 7799.60 CCISeismic 3.38 Page 7 Analysis Date: 9/15/2021