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REVIEWED BLD2021-1226+Structural_Analysis_or_Calculations+9.1.2021_9.50.22_PM+2389209BLD2021-1226 RECEIVED Date: June 9, 2021 Sep 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Subject: Structural Analysis Report Carrier Designation: T-Mobile 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: REVIEWED BY CITY OF EDMONDS 41 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919)661-6351 SE01626B N/A 824070 Five Corners -Fire Station 650896 1969707 558188 Rev. 1 46292.553093 8505 Bowdoin Way, Edmonds, Snohomish County, WA 98026 Latitude 47' 48' 24.54", Longitude -1220 20' 55.38" 108.5 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: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Gautam Sopal, E.I. / DEN Respectfully submitted by: Ronnie E. Glover, P.E., S.E. �jLID E O 7c C_ I� 'G 52921 A�iL�,RAL `�-06/09/2021 Electronic C+ 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision 1 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 June 9, 2021 CCI BU No 824070 Page 2 tnxTower Report - version 8.0.9.0 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision 1 1) INTRODUCTION This tower is a 108.5-ft monopole tower designed by FWT, Inc. 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 Table 1 - Proaosed Eauiament Confiauration June 9, 2021 CC/ BU No 824070 Page 3 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 109.0 112.0 1 3 Andrew TMBXX-6516-A2M w/ Mount Pipe 2 6 1-1/2 1-5/8 F 3 Nokia AEHC w/ Mount Pipe F 6-1 Commscope TMAT1921 B68-21-43 F 2 1 Commscope HCS 2.0 F 3 Nokia AHFIG_TMO 111.6 F 3 Commscope FFHH-65C-R3 w/ Mount Pipe 109.0 F 1 Tower Mounts T-Arm Mount [TA 602-3] 108.0 F Nokia AHLOA 56.0 56.0 � Motorola GPSPMP 1 F1/4 Tower Mounts Pipe Mount [PM 601-1] tnxTower Report - version 8.0.9.0 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision 1 Table 2 - Other Considered Equipment June 9, 2021 CC/ 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) 103.0 1 1 Yd i I A-2412 1 1 1 /2 100.0 100.0 F —11 Tower Mounts I Side Arm Mount [SO 701-11 1 7/8 3-1 KMW Comm. I ETCR-6541-121-16 w/ Mount Pipe — FSamsung 3 Telecom. RRH-P4 F 6 F Samsung 80OMHZ RRH Telecom. 89 0 F Samsung 2.5GHZ RRH-V3 Telecom. 87.0 F 3-1 RFS Celwave I FIM800CAB-C2D 1 1/4 F 3 Samsung 5 Telecom. OPTIC FIBER JUNCTION CYLINDER F 3 Samsung Telecom. POWER JUNCTION CYLINDER 787.0— ' Motorola 5830BHC F1 Tower Mounts Platform Mount [LP 716-1] 85.0 F 1 Andrew PX2F-52-NXA 3 Kathrein 80010992 w/ Mount Pipe F 3 Kathrein 742 264 w/ Mount Pipe 3 Cellmax CMA-UBTULBULBHH/6517117/21/21 Technologies w/ Mount Pipe 3 Kathrein 80010866 w/ Mount Pipe F 3 Nokia FRBI 80.0 6 Powerwave LGP21401 Technologies 3 3/8 79.0 3 Alcatel Lucent RRH2X40-07-L 6 3/4 F 3 Alcatel Lucent RRH4X25-WCS 18 7/8 3 Alcatel Lucent B25 RRH4X30-4R 3 Nokia AHCA_CCIV3 3 Raycap DC6-48-60-18-8F 1 Raycap DC6-48-60-0-8F 79 0 F 3 Alcatel Lucent B66A RRH4X45 Tower Mounts T-Arm Mount [TA 601-3] �I 6 Commscope NHH-65C-R2B 70.0 ' Raycap RVZDC-6627-PF-48 66.0 F 3 Ericsson RADIO 4449 1 1-3/8 F 3 Ericsson RADIO 8843 66.0 F 11 Tower Mounts Platform Mount [LP 1301-11 [—F 4.0 4.0 ' Raycap RCMDC-3315-PF-48 - - 1 Tower Mounts Pipe Mount [PM 601-1] tnxTower Report - version 8.0.9.0 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision 1 3) ANALYSIS PROCEDURE Table 3 - Documents Provided June 9, 2021 CC/ BU No 824070 Page 5 Document Reference Source Geotechnical Report 3534714 CCISites Tower Foundation Drawings 3804578 CCISites Tower Manufacturer Drawings 3534716 CCISites 3.1) Analysis Method tnxTower (version 8.0.9.0), 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 Table 4 - Section Capacity (Summarv) Section Elevation ft Component Type Size Criticalnt P k 0Pauow k Ca No. ( p yp Eleme(� (� pacity Pass /Fail L1 1108.5 - 97.92 Pole I TP15.892x13.5x0.1875 TP26.442x15.0467x0.25 I 1 F 2 -3.04 564.97 7-18.51 11256.90 13.4 Pass L2 97.92 - 49.58 Pole 55.1 Pass L3 49.58 - 0 Pole TP37.15x25.1691x0.3125 F 3 -27.71 1 2276.88 1 60.6 Pass F_ Summary Pole (1-3) 60.6 1 Pass RATING = 1 60.6 1 Pass tnxTower Report - version 8.0.9.0 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision 1 Table 5 - Tower Component Stresses vs. Capacity - LC7 June 9, 2021 CCI BU No 824070 Page 6 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 1,2 Anchor Rods Base Plate - 57.9 Pass Pass Pass Pass - 31.4 59.1 29.2 1,2 Base Foundation Soil Interaction - 1,2 Base Foundation Structural - Structure Rating (max from all components) = 60.6% 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 modifications are required at this time. tnxTower Report - version 8.0.9.0 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision APPENDIX A TNXTOWER OUTPUT June 9, 2021 CCI BU No 824070 Page 7 tnxTower Report - version 8.0.9.0 O N O 0 0 G o N N N N N N � N N n S Q N � N M d x rT � � J 2 a in c E E a rn rn z' in m c$ 3 108.5 ft 97.9 ft 49.6 ft 0.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Snohomish County, Washington. 2. Tower designed for Exposure 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 3.3.6 9. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 10. TOWER RATING: 60.6% . REACTIONS FACTORED AXIAL /32 KK MOMENT i 318 kip-ft RQUE 0 kip-ft SEISMIC AXIAL 1_� 43 KK MOMENT 142 kip-ft RQUE 0 kip-ft /IND - 1.0000 in ICE AXIAL /28 KK MOMENT i 1113 kip-ft TORQUE 1 kip-ft REACTIONS - 98 rrph WIND Tower Engineering Professionals, Inc. o': Five Corners -Fire Station (BU 824070) 326 Tryon Road Project: TEP No. 46292.553093 Rallegh, NC 27603 client Crown Castle Drawn by: EJB App'd: Tower Engineering Profesisonals, Inc. Phone: (919) 661-6351 Code: TIA-222-H Date: 06/09/21 scale: NTS PAY. !alai RR1_R4Fr1 Path: Dwg No. F_l tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 1 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB 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 3.3.6. 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, Ke,(ti) = 0.85, Ke,(Ev and Eh) = 1.0. Maximum demand -capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Ann Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Ignore KL/ry For 60 Deg. Angle Legs Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-H Bracing Resist. Exemption Use TIA-222-H Tension Splice Exemption EMMr__ 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 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB 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 108.50-97.92 10.58 2.08 12 13.5000 15.8920 0.1875 0.7500 A572-65 (65 ksi) L2 97.92-49.58 50.42 3.42 12 15.0467 26.4420 0.2500 1.0000 A572-65 (65 ksi) L3 49.58-0.00 53.00 12 25.1691 37.1500 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in° in in in3 in° in2 in L1 13.9101 8.0374 181.8118 4.7659 6.9930 25.9991 368.3999 3.9558 3.1155 16.616 16.3865 9.4816 298.4801 5.6222 8.2321 36.2583 604.8017 4.6666 3.7566 20.035 L2 15.9760 11.9114 332.8740 5.2972 7.7942 42.7079 674.4930 5.8624 3.3625 13.45 27.2866 21.0846 1846.2386 9.3767 13.6970 134.7919 3740.9799 10.3772 6.4165 25.666 L3 26.7471 25.0119 1972.4898 8.8986 13.0376 151.2927 3996.7991 12.3101 5.9078 18.905 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) Ar Spacing Spacing Spacing Diagonals Horizontals Redundams ft ftz in in in in L1 1 1 1 108.50-97.92 L2 97.92-49.58 1 1 1 L3 49.58-0.00 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 108.50 - 1 1 0.500 0.3750 0.22 (CaAa) 0.00 0.500 **79** 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 FB-L98B-002-125000(3/ B No Surface Ar 79.00 - 0.00 1 1 0.000 0.3937 0.06 8) (CaAa) 0.000 **66** tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 3 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ftz/ft plf Calculation **109** LDF7-50A(I-5/8) A No No Inside Pole 108.50 - 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 108.50 - 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 **107** **100** 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 **87** LDF1-50A(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 **66** Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face fit ft, ft, ft, ft, K L1 108.50-97.92 A 0.000 0.000 0.000 0.000 0.09 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.397 0.000 0.00 L2 97.92-49.58 A 0.000 0.000 0.000 0.000 0.58 B 0.000 0.000 27.393 0.000 0.28 C 0.000 0.000 1.813 0.000 0.03 L3 49.58-0.00 A 0.000 0.000 0.000 0.000 0.65 B 0.000 0.000 46.164 0.000 0.48 C 0.000 0.000 1.859 0.000 0.03 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 ft, ft, ft, ft, K tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 4 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ftz ftz ftz ftz K L1 108.50-97.92 A 0.953 0.000 0.000 0.000 0.000 0.09 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 2.412 0.000 0.02 L2 97.92-49.58 A 0.919 0.000 0.000 0.000 0.000 0.58 B 0.000 0.000 60.574 0.000 0.79 C 0.000 0.000 11.022 0.000 0.11 L3 49.58-0.00 A 0.822 0.000 0.000 0.000 0.000 0.65 B 0.000 0.000 100.514 0.000 1.30 C 0.000 0.000 10.974 0.000 0.11 Feed Line Center of Pressure Section Elevation CPX CPz CPX CPZ Ice Ice ft in in in in L1 108.50-97.92 -0.1979 0.1142 -0.7696 0.4443 L2 97.92-49.58 2.8758 -0.2365 2.9612 -0.2931 L3 49.58-0.00 4.0729 -0.3702 4.4861 -0.5497 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 Se went Elev. Ka No Ice Ka Ice L1 1 Safety Line 3/8 97.92 - 108.50 1.0000 1.0000 L2 1 Safety Line 3/8 49.58 - 97.92 1.0000 1.0000 L2 15 LDF5-50A(7/8) 49.58 - 79.00 1.0000 1.0000 L2 16 WR-VG86ST-BRD(3/4) 49.58 - 79.00 1.0000 1.0000 L2 17 FB-L98B-002-125000(3/8) 49.58 - 79.00 1.0000 1.0000 L2 18 FB-L98B-002-125000(3/8) 49.58 - 79.00 1.0000 1.0000 L3 1 Safety Line 3/8 0.00-49.58 1.0000 1.0000 L3 15 LDF5-50A(7/8) 0.00-49.58 1.0000 1.0000 L3 16 WR-VG86ST-BRD(3/4) 0.00-49.58 1.0000 1.0000 L3 17 FB-L98B-002-125000(3/8) 0.00-49.58 1.0000 1.0000 L3 18 FB-L98B-002-125000 3/8 0.00 - 49.58 1.0000 1.0000 User Defined Loads - Seismic Description Elevation Offset Azimuth E From Angle Centroid ft ft o K Fi,, Fi,- Eh K K K tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 5 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation ft Offset From Centroid fto Azimuth Angle E K Fhr K Ehz K Eh K CCISeismic Tower Section 1 - 1 108.21 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic Tower Section 1 - 2 102.92 0.00 0.0000 0.06 0.00 0.00 0.09 CCISeismic Tower Section 2 - 1 99.79 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic Tower Section 2 - 2 94.58 0.00 0.0000 0.09 0.00 0.00 0.12 CCISeismic Tower Section 2 - 3 84.58 0.00 0.0000 0.10 0.00 0.00 0.11 CCISeismic Tower Section 2 - 4 74.58 0.00 0.0000 0.12 0.00 0.00 0.09 CCISeismic Tower Section 2 - 5 64.58 0.00 0.0000 0.13 0.00 0.00 0.08 CCISeismic Tower Section 2 - 6 54.58 0.00 0.0000 0.14 0.00 0.00 0.06 CCISeismic Tower Section 3 - 1 51.50 0.00 0.0000 0.05 0.00 0.00 0.02 CCISeismic Tower Section 3 - 2 45.00 0.00 0.0000 0.19 0.00 0.00 0.05 CCISeismic Tower Section 3 - 3 35.00 0.00 0.0000 0.20 0.00 0.00 0.04 CCISeismic Tower Section 3 - 4 25.00 0.00 0.0000 0.22 0.00 0.00 0.02 CCISeismic Tower Section 3 - 5 15.00 0.00 0.0000 0.23 0.00 0.00 0.01 CCISeismic Tower Section 3 - 6 5.00 0.00 0.0000 0.25 0.00 0.00 0.00 CCISeismic lightning rod 108.50 0.00 0.0000 0.00 0.00 0.00 0.00 5/8"x8-ft LRod CCISeismic omni antenna 1" Dia 108.50 0.00 0.0000 0.00 0.00 0.00 0.01 x 8' Omni Antenna CCISeismic andrew_cfd 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 TMBXX-6516-A2M w/ Mount Pipe CCISeismic andrew_cfd 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 TMBXX-6516-A2M w/ Mount Pipe CCISeismic andrew_cfd 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 TMBXX-6516-A2M w/ Mount Pipe CCISeismic nokia AEHC w/ 109.00 0.00 0.0000 0.02 0.00 0.00 0.04 Mount Pipe CCISeismic nokia AEHC w/ 109.00 0.00 0.0000 0.02 0.00 0.00 0.04 Mount Pipe CCISeismic nokia AEHC w/ 109.00 0.00 0.0000 0.02 0.00 0.00 0.04 Mount Pipe CCISeismic commscope_cfd 109.00 0.00 0.0000 0.03 0.00 0.00 0.06 FFHH-65C-R3 w/ Mount Pipe CCISeismic commscope_cfd 109.00 0.00 0.0000 0.03 0.00 0.00 0.06 FFHH-65C-R3 w/ Mount Pipe CCISeismic commscope_cfd 109.00 0.00 0.0000 0.03 0.00 0.00 0.06 FFHH-65C-R3 w/ Mount Pipe CCISeismic (2) commscope 109.00 0.00 0.0000 0.01 0.00 0.00 0.01 TMAT1921B68-21-43 CCISeismic (2) commscope 109.00 0.00 0.0000 0.01 0.00 0.00 0.01 TMAT1921B68-21-43 CCISeismic (2) commscope 109.00 0.00 0.0000 0.01 0.00 0.00 0.01 TMAT1921B68-21-43 CCISeismic commscope HCS 109.00 0.00 0.0000 0.00 0.00 0.00 0.00 2.0 CCISeismic commscope HCS 2.0 CCISeismic nokia FXFB CCISeismic nokia AHLOA CCISeismic nokia AHLOA CCISeismic nokia AHLOA CCISeismic nokia AHFIG_TMO CCISeismic nokia AHFIG_TMO CCISeismic nokia AHFIG_TMO CCISeismic tower mounts (cci) T-Arm Mount [TA 602-3] CCISeismic ydi A-2412 CCISeismic pipe 2.4" Dia. x 2-ft 109.00 0.00 0.0000 0.00 0.00 0.00 0.00 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 109.00 0.00 0.0000 0.02 0.00 0.00 0.03 109.00 0.00 0.0000 0.02 0.00 0.00 0.03 109.00 0.00 0.0000 0.02 0.00 0.00 0.03 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 109.00 0.00 0.0000 0.01 0.00 0.00 0.02 109.00 0.00 0.0000 0.16 0.00 0.00 0.27 100.00 0.00 0.0000 0.00 0.00 0.00 0.00 100.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 6 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E F11" FY,_ FYI From Angle Centroid ft ft o K K K K CCISeismic tower mounts (cci) 100.00 0.00 0.0000 0.01 0.00 0.00 0.02 Side Arm Mount [SO 701-1] CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.02 communications_cfd ETCR-654L I 2H6 w/ Mount Pipe CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.02 communications_cfd ETCR-654L I 2H6 w/ Mount Pipe CCISeismic kmw 87.00 0.00 0.0000 0.02 0.00 0.00 0.02 communications_cfd ETCR-654L I 2H6 w/ Mount Pipe CCISeismic samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications RRH-P4 CCISeismic samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications RRH-P4 CCISeismic samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 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 0.01 telecommunications 2.5GHZ RRH-V3 CCISeismic samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 telecommunications 2.5GHZ RRH-V3 CCISeismic samsung 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 7 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation ft Offset From Centroid fit Azimuth Angle oK E, Fl, K Fl,_ K Fj, K telecommunications POWER 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 0.01 x 8-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 x 8-ft Mount Pipe CCISeismic (2) mounts 2.4" Dia 87.00 0.00 0.0000 0.01 0.00 0.00 0.01 x 8-ft Mount Pipe CCISeismic tower mounts (cci) 87.00 0.00 0.0000 0.31 0.00 0.00 0.34 Platform Mount [LP 716-1] CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.03 80010992 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.03 80010992 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.04 0.00 0.00 0.03 80010992 w/ Mount Pipe CCISeismic kathrein cfd 742 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 264 w/ Mount Pipe CCISeismic kathrein cfd 742 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 264 w/ Mount Pipe CCISeismic kathrein cfd 742 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 264 w/ Mount Pipe CCISeismic cellmax 79.00 0.00 0.0000 0.03 0.00 0.00 0.03 technologies_cfd CMA-UB TULBULBHH/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 TULBULBHH/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 TULBULBHH/6517/ 1 7/21/21 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 80010866 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 80010866 w/ Mount Pipe CCISeismic kathrein_cfd 79.00 0.00 0.0000 0.02 0.00 0.00 0.02 80010866 w/ Mount Pipe CCISeismic nokia FRBI 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic nokia FRBI 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic nokia FRBI 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 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) powerwave 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 technologies LGP21401 CCISeismic (2) powerwave 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 technologies LGP21401 CCISeismic (2) powerwave 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 technologies LGP21401 CCISeismic alcatel lucent 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH2X40-07-L CCISeismic alcatel lucent 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH2X40-07-L tnxTower Tower Engineering b JoFive Corners -Fire Station (BU 824070) Page8 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC 2 7603 Phone: (919) 661-6351 Crown Castle E,JB FAX (919) 661-6350 Description Elevation Offset Azimuth E, E,,,, E,,_ Ei, From Angle Centroid ft ft K K K K CCISeismic alcatel lucent 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 RRH2X40-07-L 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 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 raycap 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 DC6-48-60-0-8F 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 raycap 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 DC6-48-60-18-8F 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 tower mounts (cci) 79.00 0.00 0.0000 0.15 0.00 0.00 0.13 T-Arm Mount [TA 601-3] CCISeismic (2) commscope_cfd 66.00 0.00 0.0000 0.02 0.00 0.00 0.01 NHH-65C-R213 CCISeismic (2) commscope_cfd 66.00 0.00 0.0000 0.02 0.00 0.00 0.01 NHH-65C-R213 CCISeismic (2) commscope_cfd 66.00 0.00 0.0000 0.02 0.00 0.00 0.01 NHH-65C-R213 CCISeismic raycap 66.00 0.00 0.0000 0.01 0.00 0.00 0.00 RVZDC-6627-PF-48 CCISeismic (2) ericsson RADIO 66.00 0.00 0.0000 0.04 0.00 0.00 0.02 4449 CCISeismic ericsson RADIO 66.00 0.00 0.0000 0.02 0.00 0.00 0.01 4449 CCISeismic (2) ericsson RADIO 66.00 0.00 0.0000 0.04 0.00 0.00 0.02 8843 CCISeismic ericsson RADIO 66.00 0.00 0.0000 0.02 0.00 0.00 0.01 8843 CCISeismic tower mounts (cci) 66.00 0.00 0.0000 0.46 0.00 0.00 0.29 Platform Mount [LP 1301-1] 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 9 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, Fl, Fl,_ Fl, From Angle Centroid fit fit K K K K Pipe Mount [PM 601-1] CCISeismic andrew 87.00 0.00 0.0000 0.00 0.00 0.00 0.00 PX2F-52-NXA CCISeismic miscl Safety Line 103.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (98.5ft to108.5ft) CCISeismic miscl Safety Line 93.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (88.5ft to98.5ft) CCISeismic miscl Safety Line 83.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (78.5ft to88.5ft) CCISeismic miscl Safety Line 73.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (68.5ft to78.5ft) CCISeismic miscl Safety Line 63.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (58.5ft to68.5ft) CCISeismic miscl Safety Line 53.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (48.5ft to58.5ft) CCISeismic miscl Safety Line 43.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (38.5ft to48.5ft) CCISeismic miscl Safety Line 33.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (28.5ft to38.5ft) CCISeismic miscl Safety Line 23.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (18.5ft to28.5ft) CCISeismic miscl Safety Line 13.50 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (8.5ft to18.5ft) CCISeismic miscl Safety Line 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 3/8 From 0 to 108.5 (Oft to8.5ft) CCISeismic (6) andrew 103.50 0.00 0.0000 0.01 0.00 0.00 0.02 LDF7-50A(1-5/8) From 0 to 108.5 (98.5ft to108.5ft) CCISeismic (6) andrew 93.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108.5 (88.5ft to98.5ft) CCISeismic (6) andrew 83.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108.5 (78.5ft to88.5ft) CCISeismic (6) andrew 73.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108.5 (68.5ft to78.5ft) CCISeismic (6) andrew 63.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF7-50A(1-5/8) From 0 to 108.5 (58.5ft to68.5ft) CCISeismic (6) andrew 53.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108.5 (48.5ft to58.5ft) CCISeismic (6) andrew 43.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108.5 (38.5ft to48.5ft) CCISeismic (6) andrew 33.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108.5 (28.5ft to38.5ft) CCISeismic (6) andrew 23.50 0.00 0.0000 0.01 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 10 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, Fl, Fl,_ Fl, From Angle Centroid ft fit oK K K K LDF7-50A(1-5/8) From 0 to 108.5 (18.5ft to28.5ft) CCISeismic (6) andrew 13.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108.5 (8.5ft tol8.5ft) CCISeismic (6) andrew 4.25 0.00 0.0000 0.01 0.00 0.00 0.00 LDF7-50A(1-5/8) From 0 to 108.5 (Oft to8.5ft) CCISeismic (2) nokia HCS 2.0 103.50 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108.5 (98.5ft to108.5ft) CCISeismic (2) nokia HCS 2.0 93.50 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108.5 (88.5ft to98.5ft) CCISeismic (2) nokia HCS 2.0 83.50 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108.5 (78.5ft to88.5ft) CCISeismic (2) nokia HCS 2.0 73.50 0.00 0.0000 0.01 0.00 0.00 0.01 Part 3(1-1/2) From 0 to 108.5 (68.5ft to78.5ft) CCISeismic (2) nokia HCS 2.0 63.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (58.5ft to68.5ft) CCISeismic (2) nokia HCS 2.0 53.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (48.5ft to58.5ft) CCISeismic (2) nokia HCS 2.0 43.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (38.5ft to48.5ft) CCISeismic (2) nokia HCS 2.0 33.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (28.5ft to38.5ft) CCISeismic (2) nokia HCS 2.0 23.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (I 8.5ft to28.5ft) CCISeismic (2) nokia HCS 2.0 13.50 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (8.5ft tol8.5ft) CCISeismic (2) nokia HCS 2.0 4.25 0.00 0.0000 0.01 0.00 0.00 0.00 Part 3(1-1/2) From 0 to 108.5 (Oft to8.5ft) CCISeismic andrew 99.25 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (98.5ft tOI00ft) CCISeismic andrew 93.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (88.5ft to98.5ft) CCISeismic andrew 83.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (78.5ft to88.5ft) CCISeismic andrew 73.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (68.5ft to78.5ft) CCISeismic andrew 63.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (58.5ft to68.5ft) CCISeismic andrew 53.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (48.5ft to58.5ft) CCISeismic andrew 43.50 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 11 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, Fl, Fl,_ Fl, From Angle Centroid ft fit oK K K K LDF4-50A(1/2) From 0 to 100 (38.5ft to48.5ft) CCISeismic andrew 33.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (28.5ft to38.5ft) CCISeismic andrew 23.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (I 8.5ft to28.5ft) CCISeismic andrew 13.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (8.5ft tol8.5ft) CCISeismic andrew 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 LDF4-50A(1/2) From 0 to 100 (Oft to8.5ft) CCISeismic andrew 99.25 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (98.5ft tOI00ft) CCISeismic andrew 93.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (88.5ft to98.5ft) CCISeismic andrew 83.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (78.5ft to88.5ft) CCISeismic andrew 73.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (68.5ft to78.5ft) CCISeismic andrew 63.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (58.5ft to68.5ft) CCISeismic andrew 53.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (48.5ft to58.5ft) CCISeismic andrew 43.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (38.5ft to48.5ft) CCISeismic andrew 33.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (28.5ft to38.5ft) CCISeismic andrew 23.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (I 8.5ft to28.5ft) CCISeismic andrew 13.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (8.5ft tol8.5ft) CCISeismic andrew 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 100 (Oft to8.5ft) CCISeismic andrew 82.75 0.00 0.0000 0.00 0.00 0.00 0.00 LDF1-50A(1/4) From 0 to 87 (78.5ft to87ft) CCISeismic andrew 73.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF1-50A(1/4) From 0 to 87 (68.5ft to78.5ft) CCISeismic andrew 63.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF1-50A(1/4) From 0 to 87 (58.5ft to68.5ft) CCISeismic andrew 53.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDF1-50A(1/4) From 0 to 87 (48.5ft to58.5ft) CCISeismic andrew 43.50 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 12 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, Fl, Fl,_ Fl, From Angle Centroid ft fit oK K K K LDFl-50A(1/4) From 0 to 87 (38.5ft to48.5ft) CCISeismic andrew 33.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDFl-50A(1/4) From 0 to 87 (28.5ft to38.5ft) CCISeismic andrew 23.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDFl-50A(1/4) From 0 to 87 (I 8.5ft to28.5ft) CCISeismic andrew 13.50 0.00 0.0000 0.00 0.00 0.00 0.00 LDFl-50A(1/4) From 0 to 87 (8.5ft tol8.5ft) CCISeismic andrew 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 LDFl-50A(1/4) From 0 to 87 (Oft to8.5ft) CCISeismic (5) samsung 82.75 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (78.5ft to87ft) CCISeismic (5) samsung 73.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (68.5ft to78.5ft) CCISeismic (5) samsung 63.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (58.5ft to68.5ft) CCISeismic (5) samsung 53.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (48.5ft to58.5ft) CCISeismic (5) samsung 43.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (38.5ft to48.5ft) CCISeismic (5) samsung 33.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (28.5ft to38.5ft) CCISeismic (5) samsung 23.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (18.5ft to28.5ft) CCISeismic (5) samsung 13.50 0.00 0.0000 0.01 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (8.5ft toI8.5ft) CCISeismic (5) samsung 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 telecommunications TYPE 1(1-1/4) From 0 to 87 (Oft to8.5ft) CCISeismic (6) miscl 2.5" 82.75 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (78.5ft to87ft) CCISeismic (6) miscl 2.5" 73.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (68.5ft to78.5ft) CCISeismic (6) miscl 2.5" 63.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (58.5ft to68.5ft) CCISeismic (6) miscl 2.5" 53.50 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 13 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, Fl, Fl,_ Fl, From Angle Centroid ft fit oK K K K Flexible Conduit From 0 to 87 (48.5ft to58.5ft) CCISeismic (6) miscl 2.5" 43.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (38.5ft to48.5ft) CCISeismic (6) miscl 2.5" 33.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (28.5ft to38.5ft) CCISeismic (6) miscl 2.5" 23.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (I 8.5ft to28.5ft) CCISeismic (6) miscl 2.5" 13.50 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (8.5ft to18.5ft) CCISeismic (6) miscl 2.5" 4.25 0.00 0.0000 0.00 0.00 0.00 0.00 Flexible Conduit From 0 to 87 (Oft to8.5ft) CCISeismic (18) andrew 78.75 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (78.5ft to79ft) CCISeismic (18) andrew 73.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 0 to 79 (68.5ft to78.5ft) CCISeismic (18) andrew 63.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 0 to 79 (58.5ft to68.5ft) CCISeismic (18) andrew 53.50 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8) From 0 to 79 (48.5ft to58.5ft) CCISeismic (18) andrew 43.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (38.5ft to48.5ft) CCISeismic (18) andrew 33.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (28.5ft to38.5ft) CCISeismic (18) andrew 23.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (I 8.5ft to28.5ft) CCISeismic (18) andrew 13.50 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (8.5ft tol8.5ft) CCISeismic (18) andrew 4.25 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8) From 0 to 79 (Oft to8.5ft) CCISeismic (6) rosenberger 78.75 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (78.5ft to79ft) CCISeismic (6) rosenberger 73.50 0.00 0.0000 0.01 0.00 0.00 0.01 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (68.5ft to78.5ft) CCISeismic (6) rosenberger 63.50 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (58.5ft to68.5ft) CCISeismic (6) rosenberger 53.50 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (48.5ft to58.5ft) CCISeismic (6) rosenberger 43.50 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (38.5ft to48.5ft) CCISeismic (6) rosenberger 33.50 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 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Description Elevation Offset Azimuth E, From Angle Centroid t fit o K leoni WR-VG86ST-BRD(3/4) From 0 to 79 (28.5ft to38.5ft) CCISeismic (6) rosenberger 23.50 0.00 0.0000 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (18.5ft to28.5ft) CCISeismic (6) rosenberger 13.50 0.00 0.0000 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (8.5ft to18.5ft) CCISeismic (6) rosenberger 4.25 0.00 0.0000 leoni WR-VG86ST-BRD(3/4) From 0 to 79 (Oft to8.5ft) CCISeismic (2) rosenberger 73.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (68.5ft to78.5ft) CCISeismic (2) rosenberger 63.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (58.5ft to68.5ft) CCISeismic (2) rosenberger 53.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (48.5ft to58.5ft) CCISeismic (2) rosenberger 43.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (38.5ft to48.5ft) CCISeismic (2) rosenberger 33.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (28.5ft to38.5ft) CCISeismic (2) rosenberger 23.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (18.5ft to28.5ft) CCISeismic (2) rosenberger 13.50 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (8.5ft tol8.5ft) CCISeismic (2) rosenberger 4.25 0.00 0.0000 leoni FB-L98B-002-125000(3/8) From 0 to 79 (Oft to8.5ft) CCISeismic rosenberger leoni 73.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (68.5ft to78.5ft) CCISeismic rosenberger leoni 63.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (58.5ft to68.5ft) CCISeismic rosenberger leoni 53.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (48.5ft to58.5ft) CCISeismic rosenberger leoni 43.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (38.5ft to48.5ft) CCISeismic rosenberger leoni 33.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (28.5ft to38.5ft) CCISeismic rosenberger leoni 23.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (18.5ft to28.5ft) CCISeismic rosenberger leoni 13.50 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (8.5ft to18.5ft) CCISeismic rosenberger leoni 4.25 0.00 0.0000 FB-L98B-002-125000(3/8) From 0 to 79 (Oft to8.5ft) Fi„ Fn- Fh K K K 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.01 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 15 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Discrete Tower Loads Azimuth Placement Weight Description Face Offset Offsets: CAAA CAAA or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ft, K ft ft 5/8"x8-8 LRod C From Leg 0.00 0.0000 108.50 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 108.50 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 **109** TMBXX-6516-A2M w/ A From Leg 4.00 0.0000 109.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 3.00 1" Ice 6.24 4.98 0.15 TMBXX-6516-A2M w/ B From Leg 4.00 0.0000 109.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 3.00 1" Ice 6.24 4.98 0.15 TMBXX-6516-A2M w/ C From Leg 4.00 0.0000 109.00 No Ice 5.18 3.97 0.05 Mount Pipe 0.00 1/2" Ice 5.70 4.47 0.10 3.00 1" Ice 6.24 4.98 0.15 AEHC w/ Mount Pipe A From Leg 4.00 0.0000 109.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 3.00 1" Ice 7.74 4.43 0.23 AEHC w/ Mount Pipe B From Leg 4.00 0.0000 109.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 3.00 1" Ice 7.74 4.43 0.23 AEHC w/ Mount Pipe C From Leg 4.00 0.0000 109.00 No Ice 6.96 3.45 0.11 0.00 1/2" Ice 7.34 3.93 0.17 3.00 1"Ice 7.74 4.43 0.23 FFHH-65C-R3 w/ Mount A From Leg 4.00 0.0000 109.00 No Ice 12.97 6.20 0.16 Pipe 0.00 1/2" Ice 13.62 6.77 0.30 2.00 1" Ice 14.27 7.36 0.45 FFHH-65C-R3 w/ Mount B From Leg 4.00 0.0000 109.00 No Ice 12.97 6.20 0.16 Pipe 0.00 1/2" Ice 13.62 6.77 0.30 2.00 1" Ice 14.27 7.36 0.45 FFHH-65C-R3 w/ Mount C From Leg 4.00 0.0000 109.00 No Ice 12.97 6.20 0.16 Pipe 0.00 1/2" Ice 13.62 6.77 0.30 2.00 1" Ice 14.27 7.36 0.45 (2) TMAT1921B68-21-43 A From Leg 4.00 0.0000 109.00 No Ice 0.66 0.32 0.02 0.00 1/2" Ice 0.76 0.40 0.02 3.00 1"Ice 0.87 0.48 0.03 (2) TMAT1921B68-21-43 B From Leg 4.00 0.0000 109.00 No Ice 0.66 0.32 0.02 0.00 1/2" Ice 0.76 0.40 0.02 3.00 1" Ice 0.87 0.48 0.03 (2) TMAT1921B68-21-43 C From Leg 4.00 0.0000 109.00 No Ice 0.66 0.32 0.02 0.00 1/2" Ice 0.76 0.40 0.02 3.00 1"Ice 0.87 0.48 0.03 HCS 2.0 A From Leg 4.00 0.0000 109.00 No Ice 0.94 0.70 0.00 0.00 1/2" Ice 1.08 0.82 0.01 3.00 1"Ice 1.22 0.94 0.02 HCS 2.0 B From Leg 4.00 0.0000 109.00 No Ice 0.94 0.70 0.00 0.00 1/2" Ice 1.08 0.82 0.01 3.00 1" Ice 1.22 0.94 0.02 FXFB A From Leg 4.00 0.0000 109.00 No Ice 3.55 1.02 0.06 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 16 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ftz ftz K ft ft 0.00 1/2" Ice 3.79 1.17 0.08 -1.00 1" Ice 4.03 1.33 0.10 AHLOA A From Leg 4.00 0.0000 109.00 No Ice 2.23 1.39 0.08 0.00 1/2" Ice 2.42 1.55 0.10 -1.00 1" Ice 2.62 1.72 0.12 AHLOA B From Leg 4.00 0.0000 109.00 No Ice 2.23 1.39 0.08 0.00 1/2" Ice 2.42 1.55 0.10 -1.00 1" Ice 2.62 1.72 0.12 AHLOA C From Leg 4.00 0.0000 109.00 No Ice 2.23 1.39 0.08 0.00 1/2" Ice 2.42 1.55 0.10 -1.00 1" Ice 2.62 1.72 0.12 AHFIG_TMO A From Leg 4.00 0.0000 109.00 No Ice 3.08 1.47 0.07 0.00 1/2" Ice 3.32 1.66 0.09 3.00 1" Ice 3.56 1.85 0.12 AHFIG_TMO B From Leg 4.00 0.0000 109.00 No Ice 3.08 1.47 0.07 0.00 1/2" Ice 3.32 1.66 0.09 3.00 1" Ice 3.56 1.85 0.12 AHFIG_TMO C From Leg 4.00 0.0000 109.00 No Ice 3.08 1.47 0.07 0.00 1/2" Ice 3.32 1.66 0.09 3.00 1" Ice 3.56 1.85 0.12 T-Arm Mount [TA 602-3] C None 0.0000 109.00 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 **100** A-2412 A From Leg 3.00 0.0000 100.00 No Ice 1.56 1.56 0.00 0.00 1/2" Ice 1.89 1.89 0.02 3.00 1"Ice 2.24 2.24 0.03 2.4" Dia. x 2-8 A From Leg 3.00 0.0000 100.00 No Ice 0.35 0.35 0.01 0.00 1/2" Ice 0.48 0.48 0.01 0.00 1" Ice 0.62 0.62 0.02 Side Arm Mount [SO 701-1] A From Leg 1.50 0.0000 100.00 No Ice 0.85 1.67 0.07 0.00 1/2" Ice 1.14 2.34 0.08 0.00 1"Ice 1.43 3.01 0.09 **87** ETCR-654L12116 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-654L12116 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-654L12116 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 17 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ft, K ft ft 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 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 18 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ft, K ft ft 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 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 1"Ice 20.73 11.02 0.43 742 264 w/ Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 4.13 3.21 0.06 0.00 1/2" Ice 4.60 3.66 0.10 1.00 1"Ice 5.08 4.12 0.14 742 264 w/ Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 4.13 3.21 0.06 0.00 1/2" Ice 4.60 3.66 0.10 1.00 1"Ice 5.08 4.12 0.14 742 264 w/ Mount Pipe C From Leg 4.00 0.0000 79.00 No Ice 4.13 3.21 0.06 0.00 1/2" Ice 4.60 3.66 0.10 1.00 1"Ice 5.08 4.12 0.14 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 1" 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 1" 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 1" Ice 26.87 10.39 0.44 80010866 w/ Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 8.78 5.45 0.11 0.00 1/2" Ice 9.46 6.10 0.20 1.00 1" Ice 10.15 6.75 0.31 80010866 w/ Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 8.78 5.45 0.11 0.00 1/2" Ice 9.46 6.10 0.20 1.00 1"Ice 10.15 6.75 0.31 80010866 w/ Mount Pipe C From Leg 4.00 0.0000 79.00 No Ice 8.78 5.45 0.11 0.00 1/2" Ice 9.46 6.10 0.20 1.00 1"Ice 10.15 6.75 0.31 FRBI A From Leg 4.00 0.0000 79.00 No Ice 2.49 1.32 0.05 0.00 1/2" Ice 2.70 1.48 0.07 1.00 1"Ice 2.91 1.65 0.09 FRBI B From Leg 4.00 0.0000 79.00 No Ice 2.49 1.32 0.05 0.00 1/2" Ice 2.70 1.48 0.07 1.00 1"Ice 2.91 1.65 0.09 FRBI C From Leg 4.00 0.0000 79.00 No Ice 2.49 1.32 0.05 0.00 1/2" Ice 2.70 1.48 0.07 1.00 1"Ice 2.91 1.65 0.09 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 1"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 1"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 1"Ice 2.97 1.98 0.10 (2) LGP21401 A From Leg 4.00 0.0000 79.00 No Ice 1.10 0.21 0.01 0.00 1/2" Ice 1.24 0.27 0.02 1.00 1"Ice 1.38 0.35 0.03 (2) LGP21401 B From Leg 4.00 0.0000 79.00 No Ice 1.10 0.21 0.01 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 19 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ftz ftz K ft ft 0.00 1/2" Ice 1.24 0.27 0.02 1.00 V Ice 1.38 0.35 0.03 (2) LGP21401 C From Leg 4.00 0.0000 79.00 No Ice 1.10 0.21 0.01 0.00 1/2" Ice 1.24 0.27 0.02 1.00 V Ice 1.38 0.35 0.03 RRH2X40-07-L A From Leg 4.00 0.0000 79.00 No Ice 1.71 1.56 0.05 0.00 1/2" Ice 1.88 1.72 0.07 1.00 V Ice 2.06 1.90 0.09 RRH2X40-07-L B From Leg 4.00 0.0000 79.00 No Ice 1.71 1.56 0.05 0.00 1/2" Ice 1.88 1.72 0.07 1.00 V Ice 2.06 1.90 0.09 RRH2X40-07-L C From Leg 4.00 0.0000 79.00 No Ice 1.71 1.56 0.05 0.00 1/2" Ice 1.88 1.72 0.07 1.00 V Ice 2.06 1.90 0.09 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 V 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 V Ice 2.70 2.20 0.10 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 DC6-48-60-0-8F A From Leg 4.00 0.0000 79.00 No Ice 0.92 0.92 0.03 0.00 1/2" Ice 1.46 1.46 0.05 1.00 V Ice 1.64 1.64 0.07 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 (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 V 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 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 20 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ftz ftz K ft ft 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 T-Arm Mount [TA 601-3] 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 **66** (2) NHH-65C-R2B A From 4.00 0.0000 66.00 No Ice 5.67 3.40 0.05 Centroid-Le 0.00 1/2" Ice 6.20 3.91 0.12 g 4.00 1" Ice 6.74 4.42 0.19 (2) NHH-65C-R2B B From 4.00 0.0000 66.00 No Ice 5.67 3.40 0.05 Centroid-Le 0.00 1/2" Ice 6.20 3.91 0.12 g 4.00 1" Ice 6.74 4.42 0.19 (2) NHH-65C-R2B C From 4.00 0.0000 66.00 No Ice 5.67 3.40 0.05 Centroid-Le 0.00 1/2" Ice 6.20 3.91 0.12 g 4.00 1" Ice 6.74 4.42 0.19 RVZDC-6627-PF-48 B From 4.00 0.0000 66.00 No Ice 3.79 2.51 0.03 Centroid-Le 0.00 1/2" Ice 4.04 2.73 0.06 g 4.00 1"Ice 4.30 2.95 0.10 (2) RADIO 4449 B From 4.00 0.0000 66.00 No Ice 3.50 2.36 0.09 Centroid-Le 0.00 1/2" Ice 3.74 2.57 0.11 g 4.00 1"Ice 3.99 2.78 0.15 RADIO 4449 C From 4.00 0.0000 66.00 No Ice 3.50 2.36 0.09 Centroid-Le 0.00 1/2" Ice 3.74 2.57 0.11 g 4.00 1"Ice 3.99 2.78 0.15 (2) RADIO 8843 A From 4.00 0.0000 66.00 No Ice 3.50 2.36 0.09 Centroid-Le 0.00 1/2" Ice 3.74 2.57 0.11 g 4.00 1"Ice 3.99 2.78 0.15 RADIO 8843 C From 4.00 0.0000 66.00 No Ice 3.50 2.36 0.09 Centroid-Le 0.00 1/2" Ice 3.74 2.57 0.11 g 4.00 1"Ice 3.99 2.78 0.15 Platform Mount [LP 13 01 -1 ] C None 0.0000 66.00 No Ice 51.70 51.70 2.26 1/2" Ice 62.70 62.70 2.94 1"Ice 73.70 73.70 3.61 **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 601-1] 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 V 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 V 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 V Ice 1.84 1.84 0.09 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 21 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert .ft o oft ft ft, 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 Comb. No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service Load Combinations Description tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 22 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Comb. Description No. 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft L1 108.5 - 97.92 Pole Max Tension 27 0.00 0.00 -0.00 Max. Compression 26 -5.80 0.02 0.52 Max. Mx 20 -3.05 27.47 0.34 Max. My 2 -3.04 0.09 28.22 Max. Vy 8 2.72 -27.37 0.27 Max. Vx 2 -2.78 0.09 28.22 Max. Torque 20 -0.18 L2 97.92 - 49.58 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -31.67 -1.23 2.08 Max. Mx 8 -18.53 -402.28 0.71 Max. My 2 -18.52 0.31 405.97 Max. Vy 20 -12.37 401.95 1.41 Max. Vx 2 -12.42 0.31 405.97 Max. Torque 20 -0.78 L3 49.58 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -43.12 -3.10 3.49 Max. Mx 8 -27.71 -1095.57 0.75 Max. My 2 -27.71 0.79 1105.65 Max. Vy 20 -13.86 1094.45 2.79 Max. Vx 2 -14.05 0.79 1105.65 Max. Torque 20 -0.87 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 23 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 28 43.12 -0.83 1.44 Max. H. 20 27.73 13.83 0.01 Max. H. 3 20.80 0.02 14.02 Max. Mx 2 1105.65 0.02 14.02 Max. M. 8 1095.57 -13.82 -0.01 Max. Torsion 8 0.82 -13.82 -0.01 Min. Vert 66 16.05 1.72 -2.98 Min. H. 8 27.73 -13.82 -0.01 Min. H. 15 20.80 -0.00 -14.02 Min. Mx 14 -1102.10 -0.00 -14.02 Min. M. 20 -1094.45 13.83 0.01 Min. Torsion 20 -0.87 13.83 0.01 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M Moment, M K K K kip-ft kip ft kip-ft Dead Only 23.11 0.00 -0.00 -1.42 -0.94 -0.00 1.2 Dead+1.0 Wind 0 deg - No 27.73 -0.02 -14.02 -1105.65 0.79 0.23 Ice 0.9 Dead+1.0 Wind 0 deg - No 20.80 -0.02 -14.02 -1087.56 1.07 0.23 Ice 1.2 Dead+1.0 Wind 30 deg - No 27.73 6.88 -11.99 -951.91 -546.20 -0.19 Ice 0.9 Dead+1.0 Wind 30 deg - No 20.80 6.88 -11.99 -936.25 -537.19 -0.18 Ice 1.2 Dead+1.0 Wind 60 deg - No 27.73 11.95 -6.92 -550.26 -947.88 -0.59 Ice 0.9 Dead+1.0 Wind 60 deg - No 20.80 11.95 -6.92 -541.03 -932.46 -0.58 Ice 1.2 Dead+1.0 Wind 90 deg - No 27.73 13.82 0.01 -0.75 -1095.57 -0.82 Ice 0.9 Dead+1.0 Wind 90 deg - No 20.80 13.82 0.01 -0.30 -1077.79 -0.81 Ice 1.2 Dead+1.0 Wind 120 deg - 27.73 11.96 6.94 548.48 -948.89 -0.77 No Ice 0.9 Dead+1.0 Wind 120 deg - 20.80 11.96 6.94 540.16 -933.45 -0.77 No Ice 1.2 Dead+1.0 Wind 150 deg - 27.73 7.05 12.25 960.72 -554.50 -0.52 No Ice 0.9 Dead+1.0 Wind 150 deg - 20.80 7.05 12.25 945.86 -545.39 -0.52 No Ice 1.2 Dead+1.0 Wind 180 deg - 27.73 0.00 14.02 1102.10 -1.24 -0.15 No Ice 0.9 Dead+1.0 Wind 180 deg - 20.80 0.00 14.02 1084.96 -0.94 -0.15 No Ice 1.2 Dead+1.0 Wind 210 deg - 27.73 -6.90 12.00 949.44 545.66 0.29 No Ice 0.9 Dead+1.0 Wind 210 deg - 20.80 -6.90 12.00 934.71 537.23 0.29 No Ice 1.2 Dead+1.0 Wind 240 deg - 27.73 -11.97 6.93 547.69 947.25 0.70 No Ice tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 24 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB 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 0.9 Dead+1.0 Wind 240 deg - 20.80 -11.97 6.93 539.38 932.42 0.69 No Ice 1.2 Dead+1.0 Wind 270 deg - 27.73 -13.83 -0.01 -2.79 1094.45 0.87 No Ice 0.9 Dead+1.0 Wind 270 deg - 20.80 -13.83 -0.01 -2.30 1077.26 0.86 No Ice 1.2 Dead+1.0 Wind 300 deg - 27.73 -11.98 -6.95 -552.99 948.27 0.82 No Ice 0.9 Dead+1.0 Wind 300 deg - 20.80 -11.98 -6.95 -543.71 933.42 0.81 No Ice 1.2 Dead+1.0 Wind 330 deg - 27.73 -7.07 -12.27 -965.34 553.97 0.57 No Ice 0.9 Dead+1.0 Wind 330 deg - 20.80 -7.07 -12.27 -949.52 545.44 0.57 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 43.12 0.00 -0.00 -3.49 -3.10 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 43.12 -0.00 -1.67 -140.94 -2.92 0.02 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 43.12 0.83 -1.44 -122.48 -71.52 -0.04 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 43.12 1.44 -0.83 -72.20 -121.87 -0.08 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 43.12 1.67 0.00 -3.42 -140.37 -0.11 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 43.12 1.44 0.84 65.33 -121.98 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 43.12 0.83 1.44 115.53 -71.70 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 43.12 0.00 1.67 133.89 -3.14 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 43.12 -0.83 1.44 115.54 65.44 0.05 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 43.12 -1.44 0.83 65.25 115.79 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 43.12 -1.67 -0.00 -3.64 134.24 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 43.12 -1.44 -0.84 -72.49 115.90 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 43.12 -0.83 -1.45 -122.71 65.63 0.06 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 23.11 -0.01 -4.96 -388.03 -0.28 0.08 Dead+Wind 30 deg - Service 23.11 2.43 -4.24 -334.18 -191.83 -0.07 Dead+Wind 60 deg - Service 23.11 4.23 -2.45 -193.53 -332.49 -0.21 Dead+Wind 90 deg - Service 23.11 4.88 0.00 -1.11 -384.21 -0.29 Dead+Wind 120 deg - Service 23.11 4.23 2.46 191.23 -332.85 -0.28 Dead+Wind 150 deg - Service 23.11 2.49 4.33 335.60 -194.74 -0.19 Dead+Wind 180 deg - Service 23.11 0.00 4.96 385.10 -0.99 -0.05 Dead+Wind 210 deg - Service 23.11 -2.44 4.24 331.64 190.53 0.11 Dead+Wind 240 deg - Service 23.11 -4.23 2.45 190.95 331.16 0.25 Dead+Wind 270 deg - Service 23.11 -4.89 -0.00 -1.82 382.70 0.31 Dead+Wind 300 deg - Service 23.11 -4.24 -2.46 -194.49 331.52 0.30 Dead+Wind 330 deg - Service 23.11 -2.50 -4.34 -338.90 193.44 0.20 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 32.47 0.00 -3.44 -317.45 -1.18 -0.00 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 16.05 0.00 -3.44 -304.57 -0.86 -0.00 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 32.47 1.72 -2.98 -275.16 -159.00 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 16.05 1.72 -2.98 -263.94 -152.50 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 32.47 2.98 -1.72 -159.63 -274.53 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 16.05 2.98 -1.72 -152.93 -263.51 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 32.47 3.44 -0.00 -1.81 -316.82 -0.01 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 16.05 3.44 0.00 -1.29 -304.14 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 120 32.47 2.98 1.72 156.01 -274.53 -0.01 deg tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 25 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB 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 0.9 Dead-1.0 Ev+1.0 Eh 120 16.05 2.98 1.72 150.35 -263.51 -0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 32.47 1.72 2.98 271.54 -159.00 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 16.05 1.72 2.98 261.36 -152.50 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 32.47 0.00 3.44 313.83 -1.18 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 16.05 0.00 3.44 302.00 -0.86 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 32.47 -1.72 2.98 271.54 156.64 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 16.05 -1.72 2.98 261.36 150.79 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 32.47 -2.98 1.72 156.01 272.17 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 16.05 -2.98 1.72 150.35 261.80 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 32.47 -3.44 -0.00 -1.81 314.46 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 16.05 -3.44 0.00 -1.29 302.43 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 32.47 -2.98 -1.72 -159.63 272.17 0.01 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 16.05 -2.98 -1.72 -152.93 261.80 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 32.47 -1.72 -2.98 -275.16 156.64 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 16.05 -1.72 -2.98 -263.94 150.79 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 -23.11 0.00 0.00 23.11 0.00 0.000% 2 -0.02 -27.73 -14.02 0.02 27.73 14.02 0.000% 3 -0.02 -20.80 -14.02 0.02 20.80 14.02 0.000% 4 6.88 -27.73 -11.99 -6.88 27.73 11.99 0.000% 5 6.88 -20.80 -11.99 -6.88 20.80 11.99 0.000% 6 11.95 -27.73 -6.92 -11.95 27.73 6.92 0.000% 7 11.95 -20.80 -6.92 -11.95 20.80 6.92 0.000% 8 13.82 -27.73 0.01 -13.82 27.73 -0.01 0.000% 9 13.82 -20.80 0.01 -13.82 20.80 -0.01 0.000% 10 11.96 -27.73 6.94 -11.96 27.73 -6.94 0.000% 11 11.96 -20.80 6.94 -11.96 20.80 -6.94 0.000% 12 7.05 -27.73 12.25 -7.05 27.73 -12.25 0.000% 13 7.05 -20.80 12.25 -7.05 20.80 -12.25 0.000% 14 0.00 -27.73 14.02 -0.00 27.73 -14.02 0.000% 15 0.00 -20.80 14.02 -0.00 20.80 -14.02 0.000% 16 -6.90 -27.73 12.00 6.90 27.73 -12.00 0.000% 17 -6.90 -20.80 12.00 6.90 20.80 -12.00 0.000% 18 -11.97 -27.73 6.93 11.97 27.73 -6.93 0.000% 19 -11.97 -20.80 6.93 11.97 20.80 -6.93 0.000% 20 -13.83 -27.73 -0.01 13.83 27.73 0.01 0.000% 21 -13.83 -20.80 -0.01 13.83 20.80 0.01 0.000% 22 -11.98 -27.73 -6.95 11.98 27.73 6.95 0.000% tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 26 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB 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 23 -11.98 -20.80 -6.95 11.98 20.80 6.95 0.000% 24 -7.07 -27.73 -12.27 7.07 27.73 12.27 0.000% 25 -7.07 -20.80 -12.27 7.07 20.80 12.27 0.000% 26 0.00 -43.12 0.00 -0.00 43.12 0.00 0.000% 27 -0.00 -43.12 -1.67 0.00 43.12 1.67 0.000% 28 0.83 -43.12 -1.44 -0.83 43.12 1.44 0.000% 29 1.44 -43.12 -0.83 -1.44 43.12 0.83 0.000% 30 1.66 -43.12 0.00 -1.67 43.12 -0.00 0.000% 31 1.44 -43.12 0.84 -1.44 43.12 -0.84 0.000% 32 0.83 -43.12 1.44 -0.83 43.12 -1.44 0.000% 33 0.00 -43.12 1.67 -0.00 43.12 -1.67 0.000% 34 -0.83 -43.12 1.44 0.83 43.12 -1.44 0.000% 35 -1.44 -43.12 0.83 1.44 43.12 -0.83 0.000% 36 -1.67 -43.12 -0.00 1.67 43.12 0.00 0.000% 37 -1.44 -43.12 -0.84 1.44 43.12 0.84 0.000% 38 -0.83 -43.12 -1.45 0.83 43.12 1.45 0.000% 39 -0.01 -23.11 -4.96 0.01 23.11 4.96 0.000% 40 2.43 -23.11 -4.24 -2.43 23.11 4.24 0.000% 41 4.23 -23.11 -2.45 -4.23 23.11 2.45 0.000% 42 4.88 -23.11 0.00 -4.88 23.11 -0.00 0.000% 43 4.23 -23.11 2.46 -4.23 23.11 -2.46 0.000% 44 2.49 -23.11 4.33 -2.49 23.11 -4.33 0.000% 45 0.00 -23.11 4.96 -0.00 23.11 -4.96 0.000% 46 -2.44 -23.11 4.24 2.44 23.11 -4.24 0.000% 47 -4.23 -23.11 2.45 4.23 23.11 -2.45 0.000% 48 -4.89 -23.11 -0.00 4.89 23.11 0.00 0.000% 49 -4.24 -23.11 -2.46 4.24 23.11 2.46 0.000% 50 -2.50 -23.11 -4.34 2.50 23.11 4.34 0.000% 51 0.00 -32.47 -3.44 -0.00 32.47 3.44 0.000% 52 0.00 -16.05 -3.44 0.00 16.05 3.44 0.000% 53 1.72 -32.47 -2.98 -1.72 32.47 2.98 0.000% 54 1.72 -16.05 -2.98 -1.72 16.05 2.98 0.000% 55 2.98 -32.47 -1.72 -2.98 32.47 1.72 0.000% 56 2.98 -16.05 -1.72 -2.98 16.05 1.72 0.000% 57 3.44 -32.47 0.00 -3.44 32.47 0.00 0.000% 58 3.44 -16.05 0.00 -3.44 16.05 0.00 0.000% 59 2.98 -32.47 1.72 -2.98 32.47 -1.72 0.000% 60 2.98 -16.05 1.72 -2.98 16.05 -1.72 0.000% 61 1.72 -32.47 2.98 -1.72 32.47 -2.98 0.000% 62 1.72 -16.05 2.98 -1.72 16.05 -2.98 0.000% 63 0.00 -32.47 3.44 -0.00 32.47 -3.44 0.000% 64 0.00 -16.05 3.44 0.00 16.05 -3.44 0.000% 65 -1.72 -32.47 2.98 1.72 32.47 -2.98 0.000% 66 -1.72 -16.05 2.98 1.72 16.05 -2.98 0.000% 67 -2.98 -32.47 1.72 2.98 32.47 -1.72 0.000% 68 -2.98 -16.05 1.72 2.98 16.05 -1.72 0.000% 69 -3.44 -32.47 0.00 3.44 32.47 0.00 0.000% 70 -3.44 -16.05 0.00 3.44 16.05 0.00 0.000% 71 -2.98 -32.47 -1.72 2.98 32.47 1.72 0.000% 72 -2.98 -16.05 -1.72 2.98 16.05 1.72 0.000% 73 -1.72 -32.47 -2.98 1.72 32.47 2.98 0.000% 74 -1.72 -16.05 -2.98 1.72 16.05 2.98 0.000% Non -Linear Convergence Results tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 27 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX.- (919) 661-6350 Load Converged? Number Displacement Force Combination o_fCycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00002256 3 Yes 4 0.00000001 0.00062514 4 Yes 6 0.00000001 0.00011514 5 Yes 5 0.00000001 0.00072064 6 Yes 6 0.00000001 0.00012097 7 Yes 5 0.00000001 0.00075811 8 Yes 5 0.00000001 0.00013526 9 Yes 5 0.00000001 0.00006692 10 Yes 6 0.00000001 0.00011114 11 Yes 5 0.00000001 0.00069706 12 Yes 6 0.00000001 0.00012109 13 Yes 5 0.00000001 0.00075975 14 Yes 5 0.00000001 0.00001828 15 Yes 4 0.00000001 0.00060991 16 Yes 6 0.00000001 0.00011790 17 Yes 5 0.00000001 0.00074109 18 Yes 6 0.00000001 0.00011086 19 Yes 5 0.00000001 0.00069583 20 Yes 5 0.00000001 0.00014929 21 Yes 5 0.00000001 0.00007399 22 Yes 6 0.00000001 0.00012269 23 Yes 5 0.00000001 0.00076970 24 Yes 6 0.00000001 0.00011599 25 Yes 5 0.00000001 0.00072488 26 Yes 4 0.00000001 0.00002771 27 Yes 4 0.00000001 0.00066404 28 Yes 4 0.00000001 0.00073243 29 Yes 4 0.00000001 0.00073593 30 Yes 4 0.00000001 0.00065638 31 Yes 4 0.00000001 0.00068915 32 Yes 4 0.00000001 0.00068413 33 Yes 4 0.00000001 0.00061408 34 Yes 4 0.00000001 0.00066042 35 Yes 4 0.00000001 0.00065900 36 Yes 4 0.00000001 0.00062600 37 Yes 4 0.00000001 0.00070716 38 Yes 4 0.00000001 0.00071008 39 Yes 4 0.00000001 0.00015148 40 Yes 4 0.00000001 0.00085755 41 Yes 4 0.00000001 0.00097255 42 Yes 4 0.00000001 0.00025821 43 Yes 4 0.00000001 0.00078649 44 Yes 4 0.00000001 0.00094697 45 Yes 4 0.00000001 0.00014508 46 Yes 4 0.00000001 0.00090219 47 Yes 4 0.00000001 0.00078130 48 Yes 4 0.00000001 0.00026981 49 Yes 4 0.00000001 0.00099693 50 Yes 4 0.00000001 0.00084881 51 Yes 4 0.00000001 0.00030652 52 Yes 4 0.00000001 0.00003220 53 Yes 4 0.00000001 0.00089155 54 Yes 4 0.00000001 0.00038426 55 Yes 4 0.00000001 0.00090162 56 Yes 4 0.00000001 0.00038823 57 Yes 4 0.00000001 0.00030525 58 Yes 4 0.00000001 0.00003374 59 Yes 4 0.00000001 0.00085164 60 Yes 4 0.00000001 0.00037028 61 Yes 4 0.00000001 0.00086190 62 Yes 4 0.00000001 0.00037447 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 28 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 63 Yes 4 0.00000001 0.00029695 64 Yes 4 0.00000001 0.00003144 65 Yes 4 0.00000001 0.00085098 66 Yes 4 0.00000001 0.00037075 67 Yes 4 0.00000001 0.00084107 68 Yes 4 0.00000001 0.00036682 69 Yes 4 0.00000001 0.00030123 70 Yes 4 0.00000001 0.00003342 71 Yes 4 0.00000001 0.00089046 72 Yes 4 0.00000001 0.00038460 73 Yes 4 0.00000001 0.00088026 74 Yes 4 0.00000001 0.00038044 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Tii ist No. Deflection Load ft in Comb. o° L1 108.5 - 97.92 23.183 50 1.8449 0.0064 L2 100 - 49.58 19.947 50 1.7825 0.0058 L3 53 - 0 5.550 50 1.0019 0.0014 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 109.00 TMBXX-6516-A2M w/ Mount Pipe 50 23.183 1.8449 0.0064 12453 108.50 5/8"x8-ft LRod 50 23.183 1.8449 0.0064 12453 108.21 CCISeismic Tower Section 1 - 1 50 23.072 1.8430 0.0064 12453 103.50 CCISeismic miscl Safety Line 3/8 50 21.272 1.8106 0.0061 12453 From 0 to 108.5 (98.5ft to108.5ft) 102.92 CCISeismic Tower Section 1 - 2 50 21.051 1.8063 0.0060 11198 100.00 A-2412 50 19.947 1.7825 0.0058 7731 99.79 CCISeismic Tower Section 2 - 1 50 19.868 1.7806 0.0058 7590 99.25 CCISeismic andrew LDF4-50A(1/2) 50 19.665 1.7757 0.0058 7269 From 0 to 100 (98.5ft tol00ft) 94.58 CCISeismic Tower Section 2 - 2 50 17.934 1.7273 0.0054 5705 93.50 CCISeismic miscl Safety Line 3/8 50 17.540 1.7146 0.0053 5466 From 0 to 108.5 (88.5ft to98.5ft) 87.00 ETCR-654L12H6 w/ Mount Pipe 50 15.225 1.6280 0.0047 4365 85.00 PX2F-52-NXA 50 14.535 1.5981 0.0045 4111 84.58 CCISeismic Tower Section 2 - 3 50 14.392 1.5916 0.0044 4061 83.50 CCISeismic miscl Safety Line 3/8 50 14.026 1.5748 0.0043 3938 From 0 to 108.5 (78.5ft to88.5ft) 82.75 CCISeismic andrew LDF1-50A(1/4) 50 13.773 1.5628 0.0042 3858 From 0 to 87 (78.5ft to87ft) 79.00 80010992 w/ Mount Pipe 50 12.538 1.5006 0.0039 3498 78.75 CCISeismic (18) andrew 50 12.458 1.4963 0.0038 3477 LDF5-50A(7/8) From 0 to 79 (78.5ft to79ft) 74.58 CCISeismic Tower Section 2 - 4 50 11.145 1.4226 0.0034 3152 73.50 CCISeismic miscl Safety Line 3/8 50 10.816 1.4028 0.0033 3077 From 0 to 108.5 (68.5ft to78.5ft) 66.00 (2) NHH-65C-R2B 50 8.660 1.2602 0.0025 2640 64.58 CCISeismic Tower Section 2 - 5 50 8.279 1.2324 0.0024 2571 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) e Page 29 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 63.50 CCISeismic miscl Safety Line 3/8 50 7.996 1.2111 0.0023 2521 From 0 to 108.5 (58.5ft to68.5ft) 56.00 GPS PMP 50 6.189 1.0617 0.0016 2224 54.58 CCISeismic Tower Section 2 - 6 50 5.880 1.0334 0.0015 2191 53.50 CCISeismic miscl Safety Line 3/8 50 5.653 1.0119 0.0014 2180 From 0 to 108.5 (48.5ft to58.5ft) 51.50 CCISeismic Tower Section 3 - 1 50 5.249 0.9722 0.0013 2202 45.00 CCISeismic Tower Section 3 - 2 50 4.083 0.8447 0.0009 2495 43.50 CCISeismic miscl Safety Line 3/8 50 3.844 0.8156 0.0008 2581 From 0 to 108.5 (38.5ft to48.5ft) 35.00 CCISeismic Tower Section 3 - 3 50 2.677 0.6522 0.0005 3207 33.50 CCISeismic miscl Safety Line 3/8 50 2.501 0.6237 0.0004 3351 From 0 to 108.5 (28.5ft to38.5ft) 25.00 CCISeismic Tower Section 3 - 4 50 1.645 0.4633 0.0002 4490 23.50 CCISeismic miscl Safety Line 3/8 50 1.516 0.4352 0.0002 4777 From 0 to 108.5 (18.5ft to28.5ft) 15.00 CCISeismic Tower Section 3 - 5 50 0.880 0.2770 0.0001 7483 13.50 CCISeismic miscl Safety Line 3/8 50 0.782 0.2492 0.0001 8315 From 0 to 108.5 (8.5ft tol8.5ft) 5.00 CCISeismic Tower Section 3 - 6 50 0.276 0.0922 0.0000 22449 4.25 CCISeismic miscl Safety Line 3/8 50 0.234 0.0783 0.0000 22449 From 0 to 108.5 (Oft to8.5ft) 4.00 RCMDC-3315-PF-48 50 0.220 0.0737 0.0000 22449 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o° L1 108.5 - 97.92 66.178 24 5.2663 0.0180 L2 100 - 49.58 56.955 24 5.0920 0.0163 L3 53 - 0 15.853 24 2.8648 0.0039 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt o Twist oft Radius of Curvature 109.00 TMBXX-6516-A2M w/ Mount Pipe 24 66.178 5.2663 0.0180 4510 108.50 5/8"x8-ft LRod 24 66.178 5.2663 0.0180 4510 108.21 CCISeismic Tower Section 1 - 1 24 65.862 5.2609 0.0179 4510 103.50 CCISeismic miscl Safety Line 3/8 24 60.732 5.1708 0.0170 4510 From 0 to 108.5 (98.5ft to108.5ft) 102.92 CCISeismic Tower Section 1 - 2 24 60.103 5.1587 0.0169 4055 100.00 A-2412 24 56.955 5.0920 0.0163 2795 99.79 CCISeismic Tower Section 2 - 1 24 56.729 5.0868 0.0163 2744 99.25 CCISeismic andrew LDF4-50A(1/2) 24 56.152 5.0730 0.0162 2626 From 0 to 100 (98.5ft toI00ft) 94.58 CCISeismic Tower Section 2 - 2 24 51.216 4.9362 0.0151 2049 93.50 CCISeismic miscl Safety Line 3/8 24 50.092 4.9003 0.0148 1961 From 0 to 108.5 (88.5ft to98.5ft) 87.00 ETCR-654L12H6 w/ Mount Pipe 24 43.488 4.6541 0.0131 1557 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 30 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 85.00 PX2F-52-NXA 24 41.519 4.5690 0.0125 1464 84.58 CCISeismic Tower Section 2 - 3 24 41.110 4.5506 0.0124 1446 83.50 CCISeismic miscl Safety Line 3/8 24 40.064 4.5025 0.0121 1401 From 0 to 108.5 (78.5ft to88.5ft) 82.75 CCISeismic andrew LDF1-50A(1/4) 24 39.343 4.4685 0.0118 1372 From 0 to 87 (78.5ft to87ft) 79.00 80010992 w/ Mount Pipe 24 35.818 4.2910 0.0108 1242 78.75 CCISeismic (18) andrew 24 35.587 4.2787 0.0107 1234 LDF5-50A(7/8) From 0 to 79 (78.5ft to79ft) 74.58 CCISeismic Tower Section 2 - 4 24 31.839 4.0680 0.0095 1116 73.50 CCISeismic miscl Safety Line 3/8 24 30.898 4.0116 0.0091 1089 From 0 to 108.5 (68.5ft to78.5ft) 66.00 (2) NHH-65C-R2B 24 24.740 3.6038 0.0070 931 64.58 CCISeismic Tower Section 2 - 5 24 23.653 3.5242 0.0066 906 63.50 CCISeismic miscl Safety Line 3/8 24 22.844 3.4633 0.0063 888 From 0 to 108.5 (58.5ft to68.5ft) 56.00 GPS PMP 24 17.681 3.0358 0.0045 781 54.58 CCISeismic Tower Section 2 - 6 24 16.798 2.9547 0.0042 769 53.50 CCISeismic miscl Safety Line 3/8 24 16.148 2.8932 0.0040 765 From 0 to 108.5 (48.5ft to58.5ft) 51.50 CCISeismic Tower Section 3 - 1 24 14.993 2.7797 0.0036 773 45.00 CCISeismic Tower Section 3 - 2 24 11.663 2.4149 0.0025 875 43.50 CCISeismic miscl Safety Line 3/8 24 10.980 2.3316 0.0023 905 From 0 to 108.5 (38.5ft to48.5ft) 35.00 CCISeismic Tower Section 3 - 3 24 7.645 1.8644 0.0014 1123 33.50 CCISeismic miscl Safety Line 3/8 24 7.142 1.7828 0.0013 1173 From 0 to 108.5 (28.5ft to38.5ft) 25.00 CCISeismic Tower Section 3 - 4 24 4.697 1.3243 0.0007 1572 23.50 CCISeismic miscl Safety Line 3/8 24 4.328 1.2440 0.0006 1672 From 0 to 108.5 (18.5ft to28.5ft) 15.00 CCISeismic Tower Section 3 - 5 24 2.513 0.7916 0.0003 2619 13.50 CCISeismic miscl Safety Line 3/8 24 2.232 0.7122 0.0003 2910 From 0 to 108.5 (8.5ft tol8.5ft) 5.00 CCISeismic Tower Section 3 - 6 24 0.787 0.2634 0.0001 7855 4.25 CCISeismic miscl Safety Line 3/8 24 0.667 0.2239 0.0001 7855 From 0 to 108.5 (Oft to8.5ft) 4.00 RCMDC-3315-PF-48 24 0.627 0.2107 0.0001 7855 Compression Checks Pole Design Data Section Elevation Size L L„ K!/r A P. OP Ratio No. P. ft ft ft in2 K K opn L1 108.5 - 97.92 TP15.892x13.50.1875 10.58 0.00 0.0 9.1977 -3.04 538.06 0.006 (1) L2 97.92 - 49.58 TP26.442x15.0467xO.25 50.42 0.00 0.0 20.4623 -18.51 1197.05 0.015 (2) L3 49.58 - 0 (3) TP37.15x25.169IxO.3125 53.00 0.00 0.0 37.0677 -27.71 2168.46 0.013 tnxTower Tower Engineering Job Five Corners -Fire Station (BU 824070) Page 31 of 31 Project Date Professionals, Inc. TEP No. 46292.553093 16:26:10 06/09/21 326 Tryon Road Client Designed by Raliegh, NC27603 Phone: (919) 661-6351 Crown Castle EJB FAX: (919) 661-6350 Pole Bending Design Data Section Elevation Size M", �Mx Ratio MY OMny Ratio No. Mx M Y ft kip ft kip ft WMx kip-ft kiP ft Wn, L1 108.5 - 97.92 TP15.892xl3.5x0.1875 28.22 209.50 0.135 0.00 209.50 0.000 (1) L2 97.92 - 49.58 TP26.442x15.0467x0.25 407.48 724.99 0.562 0.00 724.99 0.000 (2) L3 49.58-0(3) TP37.15x25.1691x0.3125 1113.00 1787.33 0.623 0.00 1787.33 0.000 Pole Shear Design Data Section Elevation Size Actual pV Ratio Actual OT Ratio No. V. V. T. T. ft K K 0V kiPft kiPft OTn L1 108.5 - 97.92 TP15.892xl3.5x0.1875 2.78 161.42 0.017 0.01 216.31 0.000 (1) L2 97.92 - 49.58 TP26.442x15.0467x0.25 12.52 359.11 0.035 0.50 802.96 0.001 (2) L3 49.58-0(3) TP37.15x25.1691x0.3125 14.19 650.54 0.022 0.57 2107.97 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Mx M Y V. T. Stress Stress ft �Pn �Mnx. �Mn �V �Tn Ratio Ratio L1 108.5 - 97.92 0.006 0.135 0.000 0.017 0.000 0.141 1.050 4.8.2 (1) L2 97.92 - 49.58 0.015 0.562 0.000 0.035 0.001 0.579 1.050 4.8.2 (2) L3 49.58-0(3) 0.013 0.623 0.000 0.022 0.000 0.636 1.050 4.8.2 Section Capacity Table Section No Elevation ft Component Type Size Critical Element P K ePall- K % Capacity Pass Fail L1 108.5 - 97.92 Pole TP15.892xl3.5x0.1875 1 -3.04 564.97 13.4 Pass L2 97.92 - 49.58 Pole TP26.442x15.0467x0.25 2 -18.51 1256.90 55.1 Pass L3 49.58-0 Pole TP37.15x25.169Ix0.3125 3 -27.71 2276.88 60.6 Pass Summary Pole (L3) 60.6 Pass RATING = 60.6 Pass Program Version 8.0.9.0 - 4/12/2021 File:C:/Users/ebosshart/Desktop/Five Corners Fire Station SA Review (BU 824070)/Issued Docs/Pre-Seal/824070 1969707 LC7.eri 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision APPENDIX B BASE LEVEL DRAWING June 9, 2021 CCI BU No 824070 Page 8 tnxTower Report - version 8.0.9.0 (PROPOSED EQUIPMENT CONF (1) 1 /4" TO 56 FT LEVEL (OTHER CONSIDERED EQUIPME (1) 1-3/8" TO 66 FT LEVEL (OTHER CONSIDERED EQUIPME (1) 1/4" TO 87 FT LEVEL (5) 1-1 /4" TO 87 FT LEVEL (PROPOSED EQUIPMENT CONF (2) 1-1 /2" TO 109 FT LEVE (6) 1-5/8" TO 109 FT LEVE W/SAFETY CLIMB (OTHER CONSIDERED EQUIPMENT) (3) 3/8" TO 79 FT LEVEL ) 3/4" TO 79 FT LEVEL 8) 7/8" TO 79 FT LEVEL THER CONSIDERED EQUIPMENT) 1/2" TO 100 FT LEVEL 7/8" TO 100 FT LEVEL 108.5-ft Monopole Tower Structural Analysis Report TEP Project Number 46292.553093, Order 558188, Revision APPENDIX C ADDITIONAL CALCULATIONS June 9, 2021 CCI BU No 824070 Page 9 tnxTower Report - version 8.0.9.0 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 Info v BU # 824070 Site Name Five Corners -Fire Stati Order # 558188 Rev.1 Analysis Considerations TIA-222 Revision H Grout Considered: Yes la, (in)l 0.625 Applied Loads Moment (kip-ft) 1 1113.00 Axial Force (kips) 28.00 Shear Force (kips) 14.00 *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) C CROWN � CASTLE Anchor Rod Summary (units of kips, kip -in) Pu—t = 148.11 c�Pn_t = 243.75 Stress Rating Vu = 1.75 (�Vn = 149.1 57.9% Mu = n/a (Mn = n/a Pass Base Plate Summary Max Stress (ksi): 17.8 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 31.4% Pass CClplate - Version 4.1.1 Analysis Date: 6/9/2021 Drilled Pier Foundation BU # : 824070 Site Name:I Five Corners -Fire Stati Order Number: 1558188 Rev.1 TIA-222 Revison: I H Tower Type: I Monopole Applied Loads Comp. Uplift Moment kip-ft) 1113 Axial Force (kips)l 28 Shear Force (kips) 1 14 Material Properties Concrete Strength, fc: 41 ksi Rebar Strength, F : I 60 ksi Tie Yield Strength, F 60 ksi Pier Design Data Depth 19 ft Ext. Above Grade 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 6 in Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Analysis Results Soil Lateral Check Compression Uplift D,,,a (ft from TOC) 5.56 Soil Safety Factor 2.14 Max Moment (kip-ft) 1178.84 Rating* 59.1% Soil Vertical Check Compression Uplift Skin Friction (kips) 218.42 End Bearing (kips) 1309.46 Weight of Concrete (kips) 99.24 Total Capacity (kips) 1527.87 Axial (kips) 127.24 Rating* 7.9% Reinforced Concrete Flexure Compression Uplift Critical Depth (ft from TOC) 5.33 Critical Moment (kip-ft) 1178.63 Critical Moment Capacity 3846.05 Rating* 29.2% Reinforced Concrete Shear Compression Uplift Critical Depth (ft from TOC) 0.00 Critical Shear (kip) 14.00 Critical Shear Capacity 490.86 Rating* 2.7% Soil Interaction Rating* 1 59.1% Structural Foundation Rating* 29.2% *Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth I N/A # of Layers 3 CROWN CASTLE Check Limitation Apply TIA-222-H Section 15.5:1 0 Shear N/A Design Options ❑ Check Shear along Depth of Pier: ❑ N/Al ❑ N/Al ❑ Go to Soil Calculations Calculated Calculated Ultimate Skin Ult. Gross Angle of Ultimate Skin Top Bottom Thickness Yso;i Yco�crete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Friction Friction Uplift Soil Type (ft) (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) Override (ksf) (ksf) (ksf) (ksf) (ksf) 1 0 3 3 100 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 3 6 3 100 150 0 19.5 0.000 0.000 0.60 0.60 Cohesionless 3 61 191 13 1001 1501 01 271 0.0001 0.0001 1.051 1.051 61.751 - Cohesionless Version 4.2.3 CROWN CASTLE BU: 824070 WO: 1969707 Order: 558188 Structure: A Rev: I 1 , • Decimal Degrees Deg Min Sec Lat: 47.806817 47 48 24.54 Long:1 -122.348717 122 20 55.38 Code and Site Parameters Seismic Design Code: TIA-222-H-1 Site Soil: D (Default) Stiff Soil (Default) Risk Category: II USGS Seismic Reference SS: 1.2840 g S1: 0.4520 g TL: 6 s CategorySeismic Design Importance Factor, le: 1 Acceleration -based site coefficient, Fa: 1.2000 Velocity -based site coefficient, F,: 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 Sps: D Seismic Design Category Based on SDI: D Seismic Design Category Based on Sl: N/A Controlling Seismic Design Category: D CCISeismic 3.3.6 Page 1 Analysis Date: 6/9/2021 CROWN BU: 824070 Structure: A CASTLE WO: 1969707 ��I Order: 558188 Rev: 1 Tower Type: Height, h: Effective Seismic Weight, W: Amplification Factor, As: Tapered Monopole 108.5 23.09 1.0 Response Modification Factor, R:1 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure, Wu: WL: E: g: Average Moment of Inertia, la g: Fa: Approximate Fundamental Period Monopole, Ta: Seismic Response Coefficient, C, Seismic Response Coefficient Max 1, Csmax Seismic Response Coefficient Max 2, Csmax Seismic Response Coefficient Min 1, Csmin Seismic Response Coefficient Min 2, Csmin Controlling Seismic Response Coefficient, C,, 8.90529 14.18836887 386.088 2272.554649 0.267380161 3.7400 0.1489 N/A N/A 0.0452 N/A 0.1489 Ft kips kips kips ksi in/sz ina hz s Seismic Base Shear, V 1 3.439 kips Period Related Exponent, k: 2.000 Sum of wihik 117108.98 2.7.8.1 2.7.7.1.3.3 Table 2-12 Note 3 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 CCISeismic 3.3.6 Page 2 Analysis Date: 6/9/2021 Section Number 1- 1 Length 0.58 Top Height 108.50 Tower Mid Height, h. 108.21 Section Loads Section Weight, w. 0.0159 W.h. 186.39 C�. 0.0016 F.� 0.0055 F.� 0.0033 1-2 10.00 107.92 102.92 0.2990 3167.01 0.0270 0.0930 0.0614 2-1 0.42 100.00 99.79 0.0171 169.82 0.0015 0.0050 0.0035 2-2 10.00 99.58 94.58 0.4382 3920.26 0.0335 0.1151 0.0900 2-3 10.00 89.58 84.58 0.5001 3577.34 0.0305 0.1050 0.1027 2-4 10.00 79.58 74.58 0.5619 3125.30 0.0267 0.0918 0.1154 2-5 10.00 69.58 64.58 0.6237 2601.20 0.0222 0.0764 0.1281 2-6 10.00 59.58 54.58 0.6855 2042.16 0.0174 0.0600 0.1408 3-1 3.00 53.00 51.50 0.2584 685.45 0.0059 0.0201 0.0531 3-2 10.00 50.00 45.00 0.9117 1846.22 0.0158 0.0542 0.1873 3-3 10.00 40.00 35.00 0.9890 1211.53 0.0103 0.0356 0.2032 3-4 10.00 30.00 25.00 1.0663 666.44 0.0057 0.0196 0.2191 3-5 10.00 20.00 15.00 1.1436 257.31 0.0022 0.0076 0.2349 3-6 10.00 10.00 5.00 1.2209 1 30.52 0.0003 0.0009 0.2508 Sum CCISeismic 3.3.6 Page 3 Analysis Date: 6/9/2021 lightning rod 5/8"x8-ft LRod Discrete Loads 108.50 0.0084 98.30 0.0008 0.0029 0.0017 omni antenna 1" Dia x 8' Omni Antenna 108.50 0.0200 235.45 0.0020 0.0069 0.0041 andrew_cfd TMBXX-6516-A2M w/ Mount Pipe 109.00 0.0538 638.84 0.0055 0.0188 0.0110 andrew_cfd TMBXX-6516-A2M w/ Mount Pipe 109.00 0.0538 638.84 0.0055 0.0188 0.0110 andrew_cfd TMBXX-6516-A2M w/ Mount Pipe 109.00 0.0538 638.84 0.0055 0.0188 0.0110 nokia AEHC w/ Mount Pipe 109.00 0.1100 1306.91 0.0112 0.0384 0.0226 nokia AEHC w/ Mount Pipe 109.00 0.1100 1306.91 0.0112 0.0384 0.0226 nokia AEHC w/ Mount Pipe 109.00 0.1100 1306.91 0.0112 0.0384 0.0226 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 109.00 0.1605 1907.02 0.0163 0.0560 0.0330 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 109.00 0.1605 1907.02 0.0163 0.0560 0.0330 commscope_cfd FFHH-65C-R3 w/ Mount Pipe 109.00 0.1605 1907.02 0.0163 0.0560 0.0330 (2) commscope TMAT1921B68-21-43 109.00 0.0400 475.24 0.0041 0.0140 0.0082 (2) commscope TMAT19211368-21-43 109.00 0.0400 475.24 0.0041 0.0140 0.0082 (2) commscope TMAT1921B68-21-43 109.00 0.0400 475.24 0.0041 0.0140 0.0082 commscope HCS 2.0 109.00 0.0014 16.28 0.0001 0.0005 0.0003 commscope HCS 2.0 109.00 0.0014 16.28 0.0001 0.0005 0.0003 nokia FXFB 109.00 0.0600 712.86 0.0061 0.0209 0.0123 nokia AH LOA 109.00 0.0800 950.48 0.0081 0.0279 0.0164 nokia AHLOA 109.00 0.0800 950.48 0.0081 0.0279 0.0164 nokia AH LOA 109.00 0.0800 950.48 0.0081 0.0279 0.0164 nokia AHFIG_TMO 109.00 0.0700 831.67 0.0071 0.0244 0.0144 nokia AH FIG TMO 109.00 0.0700 831.67 0.0071 0.0244 0.0144 nokia AHFIG_TMO 109.00 0.0700 831.67 0.0071 0.0244 0.0144 tower mounts (cci) T-Arm Mount [TA 602-3] 109.00 0.7743 9199.46 0.0786 0.2701 0.1591 ydi A-2412 100.00 0.0038 38.00 0.0003 0.0011 0.0008 pipe 2.4" Dia. x 2-ft 100.00 0.0073 73.20 0.0006 0.0021 0.0015 tower mounts (cci) Side Arm Mount [SO 701-1] 100.00 0.0650 650.00 0.0056 0.0191 0.0134 kmw communications_cfd ETCR-6541-12H6 w/ Mount Pipe 87.00 0.1050 794.67 0.0068 0.0233 0.0216 kmw communications_cfd ETCR-6541-121-16 w/ Mount Pipe 87.00 0.1050 794.67 0.0068 0.0233 0.0216 kmw communications_cfd ETCR-6541-12H6 w/ Mount Pipe 87.00 0.1050 794.67 0.0068 0.0233 0.0216 samsung telecommunications RRH-P4 87.00 0.0600 454.14 0.0039 0.0133 0.0123 samsung telecommunications RRH-P4 87.00 0.0600 454.14 0.0039 0.0133 0.0123 samsung telecommunications RRH-P4 87.00 0.0600 454.14 0.0039 0.0133 0.0123 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 908.28 0.0078 0.0267 0.0247 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 908.28 0.0078 0.0267 0.0247 (2) samsung telecommunications 80OMHZ RRH 87.00 0.1200 908.28 0.0078 0.0267 0.0247 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 454.14 0.0039 0.0133 0.0123 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 454.14 0.0039 0.0133 0.0123 samsung telecommunications 2.5GHZ RRH-V3 87.00 0.0600 454.14 0.0039 0.0133 0.0123 rfs celwave FIM800CAB-C2D 87.00 0.0500 378.45 0.0032 0.0111 0.0103 rfs celwave FIM800CAB-C2D 87.00 0.0500 378.45 0.0032 0.0111 0.0103 rfs celwave FIM800CAB-C2D 87.00 0.0500 378.45 0.0032 0.0111 0.0103 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 1 0.0020 14.84 0.0001 1 0.0004 0.0004 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 0.0020 14.84 0.0001 0.0004 0.0004 samsung telecommunications OPTIC FIBER JUNCTION CYLINDER 87.00 0.0020 14.84 0.0001 0.0004 0.0004 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.98 0.0002 0.0007 0.0007 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.98 0.0002 0.0007 0.0007 samsung telecommunications POWER JUNCTION CYLINDER 87.00 0.0033 24.98 0.0002 0.0007 0.0007 motorola 583OBHC 87.00 0.0091 68.88 0.0006 0.0020 0.0019 (2) mounts 2.4" Dia x 8-ft Mount Pipe 87.00 0.0600 454.14 0.0039 0.0133 0.0123 (2) mounts 2.4" Dia x 8-ft Mount Pipe 87.00 0.0600 454.14 0.0039 0.0133 0.0123 (2) mounts 2.4" Dia x 8-Ft Mount Pipe 87.00 0.0600 454.14 0.0039 0.0133 0.0123 tower mounts (cci) Platform Mount [LP 716-11 87.00 1.5094 11424.95 0.0976 0.3355 0.3101 kathrein_cfd 80010992 w/ Mount Pipe 79.00 0.1801 1124.07 1 0.0096 0.0330 0.0370 kathrein_cfd 80010992 w/ Mount Pipe 79.00 0.1801 1124.07 0.0096 0.0330 0.0370 kathrein_cfd 80010992 w/ Mount Pipe 79.00 0.1801 1124.07 0.0096 0.0330 0.0370 kathrein_cfd 742 264 w/ Mount Pipe 79.00 0.0558 348.50 0.0030 0.0102 0.0115 kathrein_cfd 742 264 w/ Mount Pipe 79.00 0.0558 348.50 0.0030 0.0102 0.0115 kathrein_cfd 742 264 w/ Mount Pipe 79.00 0.0558 348.50 0.0030 0.0102 0.0115 cellmax tech nologies_cfd CMA-U BTULBULBH H/6517/17/21/21 w/ Mount Pip 79.00 0.1481 924.04 0.0079 0.0271 0.0304 cellmax technologies_cfd CMA-UBTULBULBHH/6517/17/21/21 w/ Mount Pip 79.00 0.1481 924.04 0.0079 0.0271 0.0304 cellmax tech nologies_cfd CMA-U BTU LBU LBH H/6517/17/21/21 w/ Mount Pip 79.00 0.1481 924.04 0.0079 0.0271 0.0304 kathrein_cfd 80010866 w/ Mount Pipe 79.00 0.1145 714.84 0.0061 0.0210 0.0235 kathrein_cfd 80010866 w/ Mount Pipe 79.00 0.1145 714.84 0.0061 0.0210 0.0235 kathrein_cfd 80010866 w/ Mount Pipe 79.00 0.1145 714.84 0.0061 0.0210 0.0235 nokia FRBI 79.00 0.0500 312.05 0.0027 0.0092 0.0103 nokia FRBI 79.00 0.0500 312.05 0.0027 0.0092 0.0103 nokia FRBI 79.00 0.0500 312.05 0.0027 0.0092 0.0103 alcatel lucent B66A RRH4X45 79.00 0.0600 374.46 0.0032 0.0110 0.0123 alcatel lucent B66A RRH4X45 79.00 0.0600 374.46 0.0032 0.0110 0.0123 alcatel lucent B66A RRH4X45 79.00 0.0600 374.46 0.0032 0.0110 0.0123 (2) powerwave technologies LG P21401 79.00 0.0200 124.82 0.0011 0.0037 0.0041 (2) powerwave technologies LGP21401 79.00 0.0200 124.82 0.0011 0.0037 0.0041 (2) powerwave technologies LG P21401 79.00 0.0200 124.82 0.0011 0.0037 0.0041 alcatel lucent RRH2X40-07-L 79.00 1 0.0500 312.05 0.0027 0.0092 0.0103 alcatel lucent RRH2X40-07-L 79.00 0.0500 312.05 0.0027 0.0092 0.0103 alcatel lucent RRH2X40-07-L 79.00 0.0500 312.05 0.0027 0.0092 0.0103 alcatel lucent RRH4X25-WCS 79.00 0.0900 561.69 0.0048 0.0165 0.0185 alcatel lucent RRH4X25-WCS 79.00 561.69 0.0048 0.0165 0 alcatel lucent RRH4X25-WCS 79.00 0.0900 561.69 0.0048 0.0165 0.0185 CCISeismic 3.3.6 Page 4 Analysis Date: 6/9/2021 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 374.46 0.0032 0.0110 0.0123 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 374.46 0.0032 0.0110 0.0123 alcatel lucent B25 RRH4X30-4R 79.00 0.0600 374.46 0.0032 0.0110 0.0123 nokia AHCA_CCIV3 79.00 0.0400 249.64 0.0021 0.0073 0.0082 nokia AHCA CCIV3 79.00 0.0400 249.64 0.0021 0.0073 0.0082 nokia AHCA_CCIV3 79.00 0.0400 249.64 0.0021 0.0073 0.0082 raycap DC6-48-60-0-8F 79.00 0.0300 187.23 0.0016 0.0055 0.0062 raycap DC6-48-60-18-8F 79.00 0.0300 187.23 0.0016 0.0055 0.0062 raycap DC6-48-60-18-8F 79.00 0.0300 187.23 0.0016 0.0055 0.0062 raycap DC6-48-60-18-8F 79.00 0.0300 187.23 0.0016 0.0055 0.0062 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 124.82 0.0011 0.0037 0.0041 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 124.82 0.0011 0.0037 0.0041 (2) mounts 2.4" Dia x 4-ft Mount Pipe 79.00 0.0200 124.82 0.0011 0.0037 0.0041 tower mounts (cci) T-Arm Mount [TA 601-3] 79.00 0.7260 4530.97 0.0387 0.1330 0.1491 (2) commscope_cfd NHH-65C-R2B 66.00 0.1032 449.54 0.0038 0.0132 0.0212 (2) commscope_cfd NHH-65C-R2B 66.00 0.1032 449.54 0.0038 0.0132 0.0212 (2) commscope_cfd NHH-65C-R2B 66.00 0.1032 449.54 0.0038 0.0132 0.0212 raycap RVZDC-6627-PF-48 66.00 0.0300 130.68 0.0011 0.0038 0.0062 (2) ericsson RADIO 4449 66.00 0.1800 784.08 0.0067 0.0230 0.0370 ericsson RADIO 4449 66.00 0.0900 392.04 0.0033 0.0115 0.0185 (2) ericsson RADIO 8843 66.00 0.1800 784.08 0.0067 0.0230 0.0370 ericsson RADIO 8843 66.00 0.0900 392.04 0.0033 0.0115 0.0185 tower mounts (cci) Platform Mount [LP 1301-1] 66.00 2.2620 9853.27 0.0841 0.2893 0.4647 motorola GPS PMP 56.00 0.0004 1.29 0.0000 0.0000 0.0001 tower mounts (cci) Pipe Mount [PM 601-11 56.00 0.0650 203.84 0.0017 0.0060 0.0134 raycap RCMDC-3315-PF-48 4.00 0.0300 0.48 0.0000 0.0000 0.0062 tower mounts (cci) Pipe Mount [PM 601-11 4.00 0.0650 1.04 0.0000 0.0000 0.0134 andrew PX2F-52-NXA 87.00 0.0100 75.69 0.0006 0.0022 0.0021 Sum- L 87198.38 CCISeismic 3.3.6 Page 5 Analysis Date: 6/9/2021 Name miscl Safety Line 3/8 From 0 to 108.5 Start Height 98.50 Linear Loads End Height 108.50 lh� 103.50 W� 0.0022 W�h�� 23.57 C- 0.0002 F., 0.0007 F.� 0.0005 miscl Safety Line 3/8 From 0 to 108.5 88.50 98.50 93.50 0.0022 19.23 0.0002 0.0006 0.0005 miscl Safety Line 3/8 From 0 to 108.5 78.50 88.50 83.50 0.0022 15.34 0.0001 0.0005 0.0005 miscl Safety Line 3/8 From 0 to 108.5 68.50 78.50 73.50 0.0022 11.88 0.0001 0.0003 0.0005 miscl Safety Line 3/8 From 0 to 108.5 58.50 68.50 63.50 0.0022 8.87 0.0001 0.0003 0.0005 miscl Safety Line 3/8 From 0 to 108.5 48.50 58.50 53.50 0.0022 6.30 0.0001 0.0002 0.0005 miscl Safety Line 3/8 From 0 to 108.5 38.50 48.50 43.50 0.0022 4.16 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 108.5 28.50 38.50 33.50 0.0022 2.47 0.0000 0.0001 0.0005 miscl Safety Line 3/8 From 0 to 108.5 18.50 28.50 23.50 0.0022 1.21 0.0000 0.0000 0.0005 miscl Safety Line 3/8 From 0 to 108.5 8.50 18.50 13.50 0.0022 0.40 0.0000 0.0000 0.0005 miscl Safety Line 3/8 From 0 to 108.5 0.00 8.50 4.25 0.0019 0.03 0.0000 0.0000 0.0004 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 98.50 108.50 103.50 0.0492 527.04 0.0045 0.0155 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 88.50 98.50 93.50 0.0492 430.12 0.0037 0.0126 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 78.50 88.50 83.50 0.0492 343.03 0.0029 0.0101 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 68.50 78.50 73.50 0.0492 265.79 0.0023 0.0078 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 58.50 68.50 63.50 0.0492 198.39 0.0017 0.0058 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 48.50 58.50 53.50 0.0492 140.82 0.0012 0.0041 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 38.50 48.50 43.50 0.0492 93.10 0.0008 0.0027 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 28.50 38.50 33.50 0.0492 55.21 0.0005 0.0016 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 18.50 28.50 23.50 0.0492 27.17 0.0002 0.0008 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 8.50 18.50 13.50 0.0492 8.97 0.0001 0.0003 0.0101 (6) andrew LDF7-50A(1-5/8) From 0 to 108.5 0.00 8.50 4.25 0.0418 0.76 0.0000 0.0000 0.0086 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 98.50 108.50 103.50 0.0342 366.36 0.0031 0.0108 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 88.50 98.50 93.50 0.0342 298.98 0.0026 0.0088 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 78.50 88.50 83.50 0.0342 238.45 0.0020 0.0070 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 68.50 78.50 73.50 0.0342 184.76 0.0016 0.0054 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 58.50 68.50 63.50 0.0342 137.90 0.0012 0.0040 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 48.50 58.50 53.50 0.0342 97.89 0.0008 0.0029 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 38.50 48.50 43.50 0.0342 64.71 0.0006 0.0019 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 28.50 38.50 33.50 0.0342 38.38 0.0003 0.0011 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 18.50 28.50 23.50 0.0342 18.89 0.0002 0.0006 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 8.50 18.50 13.50 0.0342 6.23 0.0001 0.0002 0.0070 (2) nokia HCS 2.0 Part 3(1-1/2) From 0 to 108.5 0.00 8.50 4.25 0.0291 0.53 0.0000 0.0000 0.0060 andrew LDF4-50A(1/2) From 0 to 100 98.50 100.00 99.25 0.0002 2.22 0.0000 0.0001 0.0000 andrew LDF4-50A(1/2) From 0 to 100 88.50 98.50 93.50 0.0015 13.11 0.0001 0.0004 0.0003 andrew LDF4-50A(1/2) From 0 to 100 78.50 88.50 83.50 0.0015 10.46 0.0001 0.0003 0.0003 andrew LDF4-50A(1/2) From 0 to 100 68.50 78.50 73.50 0.0015 8.10 0.0001 0.0002 0.0003 andrew LDF4-50A(1/2) From 0 to 100 58.50 68.50 63.50 0.0015 6.05 0.0001 0.0002 0.0003 andrew LDF4-50A(1/2) From 0 to 100 48.50 58.50 53.50 0.0015 4.29 0.0000 0.0001 0.0003 andrew LDF4-50A(1/2) From 0 to 100 38.50 48.50 43.50 0.0015 2.84 0.0000 0.0001 0.0003 andrew LDF4-50A(1/2) From 0 to 100 28.50 38.50 33.50 0.0015 1.68 0.0000 0.0000 0.0003 andrew LDF4-50A(1/2) From 0 to 100 18.50 28.50 23.50 0.0015 0.83 0.0000 0.0000 0.0003 andrew LDF4-SOA(1/2) From 0 to 100 8.50 18.50 13.50 0.0015 0.27 0.0000 0.0000 0.0003 andrew LDF4-50A(1/2) From 0 to 100 0.00 8.50 4.25 0.0013 0.02 0.0000 0.0000 0.0003 andrew LDF5-50A(7/8) From 0 to 100 98.50 100.00 99.25 0.0005 4.88 0.0000 0.0001 0.0001 andrew LDF5-50A(7/8) From 0 to 100 88.50 98.50 93.50 0.0033 28.85 0.0002 0.0008 0.0007 andrew LDF5-50A(7/8) From 0 to 100 78.50 88.50 83.50 0.0033 23.01 0.0002 0.0007 0.0007 andrew LDF5-50A(7/8) From 0 to 100 68.50 78.50 73.50 0.0033 17.83 0.0002 0.0005 0.0007 andrew LDF5-50A(7/8) From 0 to 100 58.50 68.50 63.50 0.0033 13.31 0.0001 0.0004 0.0007 andrew LDF5-50A(7/8) From 0 to 100 48.50 58.50 53.50 0.0033 9.45 0.0001 0.0003 0.0007 andrew LDFS-50A(7/8) From 0 to 100 38.50 48.50 43.50 0.0033 6.24 0.0001 0.0002 0.0007 andrew LDF5-50A(7/8) From 0 to 100 28.50 38.50 33.50 0.0033 3.70 0.0000 0.0001 0.0007 andrew LDF5-50A(7/8) From 0 to 100 18.50 28.50 23.50 0.0033 1.82 0.0000 0.0001 0.0007 andrew LDF5-50A(7/8) From 0 to 100 8.50 18.50 13.50 0.0033 0.60 0.0000 0.0000 0.0007 andrew LDF5-50A(7/8) From 0 to 100 0.00 8.50 4.25 0.0028 0.05 0.0000 0.0000 0.0006 andrew LDFl-50A(1/4) From 0 to 87 78.50 87.00 82.75 0.0005 3.49 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4) From 0 to 87 68.50 78.50 73.50 0.0006 3.24 0.0000 0.0001 0.0001 andrew LDFl-50A(1/4) From 0 to 87 58.50 68.50 63.50 0.0006 2.42 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4) From 0 to 87 48.50 58.50 53.50 0.0006 1.72 0.0000 0.0001 0.0001 andrew LDFl-50A(1/4) From 0 to 87 38.50 48.50 43.50 0.0006 1.14 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4) From 0 to 87 28.50 38.50 33.50 0.0006 0.67 0.0000 0.0000 0.0001 andrew LDFl-50A(1/4) From 0 to 87 18.50 28.50 23.50 0.0006 0.33 0.0000 0.0000 0.0001 andrew LDFl-50A(1/4) From 0 to 87 8.50 18.50 13.50 0.0006 0.11 0.0000 0.0000 0.0001 andrew LDFl-50A(1/4) From 0 to 87 0.00 8.50 4.25 0.0005 0.01 0.0000 0.0000 0.0001 (5) samsung telecommunications TYPE 1(1-1/4)From 0to 87 78.50 87.00 82.75 0.0213 145.51 0.0012 0.0043 0.0044 (5) samsung telecommunications TYPE 1(1-1/4) From 0to 87 68.50 78.50 73.50 0.0250 135.06 0.0012 0.0040 0.0051 (5) samsung telecommunications TYPE 1(1-1/4)From 0to 87 58.50 68.50 63.50 0.0250 100.81 0.0009 0.0030 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0to 87 48.50 58.50 53.50 0.0250 71.56 0.0006 0.0021 0.0051 (5) samsung telecommunications TYPE 1(1-1/4)From 0to 87 38.50 48.50 43.50 0.0250 47.31 0.0004 0.0014 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From Oto 87 28.50 38.50 33.50 0.0250 28.06 0.0002 0.0008 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 18.50 28.50 23.50 0.0250 13.81 0.0001 0.0004 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0to 87 8.50 18.50 13.50 0.0250 4.56 0.0000 0.0001 0.0051 (5) samsung telecommunications TYPE 1(1-1/4) From 0 to 87 0.00 8.50 4.25 0.0213 0.38 0.0000 0.0000 0.0044 (6) miscl 2.5" Flexible Conduit From 0 to 87 78.50 87.00 82.75 0.0191 130.96 0.0011 0.0038 0.0039 (6) miscl 2.5" Flexible Conduit From 0 to 87 68.50 78.50 73.50 0.0225 121.55 0.0010 0.0036 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 1 58.50 68.50 63.50 0.0225 90.73 0.0008 0.0027 1 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 48.50 58.50 53.50 0.0225 64.40 0.0005 0.0019 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 38.50 48.50 43.50 0.0225 42.58 0.0004 0.0013 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 28.50 38.50 33.50 0.0225 25.25 0.0002 0.0007 0.0646 (6) miscl 2.5" Flexible Conduit From 0 to 87 18.50 28.50 23.50 0.0225 12.43 0.0001 0.0004 0.0046 CCISeismic 3.3.6 Page 6 Analysis Date: 6/9/2021 (6) miscl 2.5" Flexible Conduit From 0 to 87 8.50 18.50 13.50 0.0225 4.10 0.0000 0.0001 0.0046 (6) miscl 2.5" Flexible Conduit From 0 to 87 0.00 8.50 4.25 0.0191 0.35 0.0000 0.0000 0.0039 (18) andrew LDF5-50A(7/8) From 0 to 79 78.50 79.00 78.75 0.0030 18.42 0.0002 0.0005 0.0006 (18) andrew LDF5-50A(7/8) From 0 to 79 68.50 78.50 73.50 0.0594 320.89 0.0027 0.0094 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 58.50 68.50 63.50 0.0594 239.52 0.0020 0.0070 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 48.50 58.50 53.50 0.0594 170.02 0.0015 0.0050 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 38.50 48.50 43.50 0.0594 112.40 0.0010 0.0033 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 28.50 38.50 33.50 0.0594 66.66 0.0006 0.0020 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 18.50 28.50 23.50 0.0594 32.80 0.0003 0.0010 0.0122 (18) andrew LDF5-50A(7/8) From 0 to 79 8.50 18.50 13.50 0.0594 10.83 0.0001 0.0003 0.0122 (18)andrew LDF5-50A(7/8) From 0to 79 0.00 8.50 4.25 0.0505 0.91 0.0000 0.0000 0.0104 (6) rosenberger Ieoni WR-VG865T-BRD(3/4) From 0 to 79 78.50 79.00 78.75 0.0018 10.87 0.0001 0.0003 0.0004 (6) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 0 to 79 68.50 78.50 73.50 0.0350 189.29 0.0016 0.0056 0.0072 (6) rosenberger Ieoni WR-VG865T-BRD(3/4) From 0 to 79 58.50 68.50 63.50 0.0350 141.29 0.0012 0.0041 0.0072 (6) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 0 to 79 48.50 58.50 53.50 0.0350 100.29 0.0009 0.0029 0.0072 (6) rosenberger Ieoni WR-VG865T-BRD(3/4) From 0 to 79 38.50 48.50 43.50 0.0350 66.30 0.0006 0.0019 0.0072 (6) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 0 to 79 28.50 38.50 33.50 0.0350 39.32 0.0003 0.0012 0.0072 (6) rosenberger Ieoni WR-VG865T-BRD(3/4) From 0 to 79 18.50 28.50 23.50 0.0350 19.35 0.0002 0.0006 0.0072 (6) rosenberger Ieoni WR-VG86ST-BRD(3/4) From 0to 79 8.50 18.50 13.50 0.0350 6.39 0.0001 0.0002 0.0072 (6) rosenberger Ieoni WR-VG865T-BRD(3/4) From 0 to 79 0.00 8.50 4.25 0.0298 0.54 0.0000 0.0000 0.0061 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 78.50 79.00 78.75 0.0001 0.36 0.0000 0.0000 0.0000 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 68.50 78.50 73.50 0.0012 6.27 0.0001 0.0002 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 58.50 68.50 63.50 0.0012 4.68 0.0000 0.0001 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 48.50 58.50 53.50 0.0012 3.32 0.0000 0.0001 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 38.50 48.50 43.50 0.0012 2.20 0.0000 0.0001 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 28.50 38.50 33.50 0.0012 1.30 0.0000 0.0000 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 18.50 28.50 23.50 0.0012 0.64 0.0000 0.0000 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 8.50 18.50 13.50 0.0012 0.21 0.0000 0.0000 0.0002 (2) rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 0.00 8.50 4.25 0.0010 0.02 0.0000 0.0000 0.0002 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 78.50 79.00 78.75 0.0000 0.18 0.0000 0.0000 0.0000 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 68.50 78.50 73.50 0.0006 3.13 0.0000 0.0001 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 58.50 68.50 63.50 0.0006 2.34 0.0000 0.0001 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 48.50 58.50 53.50 0.0006 1.66 0.0000 0.0000 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 38.50 48.50 43.50 0.0006 1.10 0.0000 0.0000 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 28.50 38.50 33.50 0.0006 0.65 0.0000 0.0000 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 18.50 28.50 23.50 0.0006 0.32 0.0000 0.0000 0.0001 rosenberger Ieoni FB-L98B-002-125000 3/8 From 0 to 79 8.50 18.50 13.50 0.0006 0.11 0.0000 0.0000 0.0001 rosenberger Ieoni FB-L98B-002-125000(3/8) From 0 to 79 0.00 8.50 4.25 0.0005 0.01 0.0000 0.0000 0.0001 Sumer 1 6� CCISeismic 3.3.6 Page 7 Analysis Date: 6/9/2021 Monopole Base Plate Connection - Seismic Site Info v BU # 824070 Site Name Five Corners -Fire Stati Order # 558188 Rev.1 Analysis Considerations TIA-222 Revision H Grout Considered: Yes la, (in)l 0.625 Applied Loads Moment (kip-ft) 318.00 Axial Force (kips) 32.00 Shear Force (kips) 3.00 *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) C CROWN � CASTLE Anchor Rod Summary (units of kips, kip -in) Pu_c = 68.98 c�Pn_c = 268.39 Stress Rating Vu = 0.56 (�Vn = 120.77 24.5% Mu = n/a (Mn = n/a Pass Base Plate Summary Max Stress (ksi): 5.43 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 9.6% Pass CClplate - Version 4.1.1 Analysis Date: 6/9/2021