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IES sw F�i ,t , . RECEIVED • Mol DEC 262018 Date: October 08, 2018 MORRISON HERSHFIELD Ms. Katie Stana CITY OF TIGARD Morrison Hershfield Crown Castle BUILDING DIVISION 1455 Lincoln Parkway, Suite 500 2055 S. Stearman Drive Atlanta, GA 30346 Chandler, AZ 85286 (770)379-8500 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: 10094112 Carrier Site Name: Scholls Ferry Beef Bend Crown Castle Designation: Crown Castle BU Number: 855864 Crown Castle Site Name: Scholls Ferry Beef Bend Crown Castle JDE Job Number: 534059 Crown Castle Work Order Number: 1643070 Crown Castle Order Number: 460514 Rev. 0 Engineering Firm Designation: Morrison Hershfield Project Number: CN4-226R3/1800030 Site Data: 17026 Southwest Friendly Lane, Beaverton,Washington County, OR 97007 Latitude 45°25'32.10..1. ", Longitude -122''',;3.51'7.53" 78.5 Foot—FWT Monopole Tower Dear Ms. Katie Stana, Morrison Hershfield is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 120 mph (converted an equivalent 93 mph nominal 3-second gust wind speed per Section 1609.3.1 for use with TIA 222 G) as required by the 2014 Oregon Structural Specialty Code (OSSC). Applicable Standard references and design criteria are listed in Section 2 -Analysis Criteria. Respectfully submitted by: yea' •pp "k. ,j Shawn W. Stevenson, S.E. (OR License No. 58474) Senior Engineer Slit "dal lb' OR1CO ,f�. HI . ..7 , 41 W. SIV1 ItoiLLs.: —.1.HINE. A zRz tnxTower Report-version 8.0.4.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1)Analysis Method 3.2)Assumptions 4) ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5—Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CC!BU No 855864 Project Number CN4-226R3/1800030, Order 460514,Revision 0 Page 3 1) INTRODUCTION This tower is a 78.5 ft FWT Monopole tower deigned by Paul J. Ford and Company. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-G Risk Category: II Wind Speed: 93 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 30 mph Seismic Ss: 0.956 Seismic Si: 0.425 Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Feed Mounting Line of Antenna Number Line Level (ft) Elevation Manufacturer Antenna Model of Feed Size (ft) Antennas Lines (in) 3 j Nokia j AHCA_CCIV2 1 ., I 3 Nokia AHFIB I 3 Nokia AHLBA 85.0 6 ( Powerwave I LGP 21403 6 I Powerwave I LGP21401 2 j Powerwave I TT19-08BP111-001 2 Raycap DC6-48-60-18-8F AP14/17-880/1940/065D/ADT/XXP 6 1-5/8 83.0 2 Kathrein w/Mount Pipe 6 7/8 82.0 i 3 3/4 2 Ericsson KRY 112 13/1 2 3/8 1 I Kathrein 742 265 w/Mount Pipe 1 1/4 I I 6 Kathrein 80010966 w/Mount Pipe j 82.0 1 Kathrein AP14/17-880/1940/065D/ADT/XXP w/Mount Pipe I 1 - Miscellaneous[NA 510-1] 1 I - Platform Mount[LP 1001-1] 81 0 2 Kathrein I 742 265 w/Mount Pipe 2 Ericsson KRY 112 13/1 37.0 1 GPS GPS_A 36.0 1 1/2 36.0 j 1 I - ( Side Arm Mount[SO 701-1] Table 2 -Other Considered Equipment Center Number Feed Mounting Line Antenna Number Line Level (ft) Elevation of Manufacturer Antenna Model of Feed Size (ft) Antennas Lines (in) 3 Antel j BXA-70063/8CF w/Mount Pipe I 12 7/8 I 60.0 60.0 3 j Antel BXA-80080/8CF w/Mount Pipe 1 1-1/4 3 I CSS I AXP18-80-0 w/Mount Pipe 1 1/2 1 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 4 Center Number Number Feed Mounting Line Antenna Line Level (ft) Elevation of Manufacturer Antenna Model of Feed Size (ft) Antennas Lines (in) 3 CSS XP18-80-0 w/Mount Pipe 1 RFS SC2-190BB 6 Andrew 850/1900 DB TMA 60.0 60.0 3 Ericsson RRUS 12 B4 - - 1 Raycap RCMDC-3315-PF-48 3 Rosenberger FB-15-ABOX 1 - T-Arm Mount[TA 701-3] 1 RFS SC2-190BB 57.0 58.0 1 Ceragon RFU-CX-11 1 3/8 57.0 1 - Pipe Mount[PM 601-1] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS Redmond &Associates 5532600 CCISITES 4-TOWER FOUNDATION Moffatt, Nichol & Bonney, Inc. 5532605 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER DRAWINGS Fort Worth Tower, Inc. 5532607 CCISITES 4-TOWER STRUCTURAL Morrison Hershfield 6931146 i CCISITES ANALYSIS REPORTS 3.1) Analysis Method tnxTower(version 8.0.4.0), 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. 3.2) Assumptions 1) Tower and structures were built and maintained in accordance with the manufacturer's specifications. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) Pier and Pad reinforcing is unknown. Rebar area was assumed to be 0.5% of the area of the pier, 0.18%for pad. This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P allow % Pass/Fail No. Type Element (K) Capacity L1 78.5 49.33 PoleTP28.012x18.87x0.1875 1 10.65 1054.59 58.7 I Pass L2 49.33-0 Pole TP43.1 x26.4868x0.3125 2 i -19.80 2861.65 51.4 I Pass Summary Pole(L1) 58.7 i Pass 1 I I I Rating= 58.7 I Pass Table 5-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) %Capacity Pass/Fail 1 Anchor Rods 41.1 i Pass 1 Base Plate 24.4 Pass 1 Base Foundation0 76.4 Pass 1 Base Foundation Soil Interaction 49.8 i Pass Structure Rating (max from all components)= 76.4% Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.4.0 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.4.0 i I I41 I 11 I ----HT MATERIAL STRENGTH 78.55 GRADE Fy Fu GRADE I Fy I Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 93 mph basic wind in accordance with the TIA-222-G 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 Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.2.2 m , o 9. CCISeismic Note:Seismic calculations are in accordance with ASCE 7-10 H o 00 OD 10. TOWER RATING:58.7% N 1k IOWroo 77 l i 8 i / 49.3 ft t N N Q ALL REACTIONS ARE FACTORED AXIAL g 22 K` N e. SHEAR \ MOMENT N o N v 3 K / 1/ 225 kip-ft TORQUE 0 kip-ft SEISMIC AXIAL 45 K SHEAR ' MOMENT 2 K / I 149 kip-ft TORQUE 0 kip-ft 30 mph WIND-1.0000 in ICE AXIAL 20 K SHEA- MOMENT 19 K 1277 kip-ft 0.0 ft TORQUE 0 kip-ft m w y REACTIONS-93 mph WIND E o m 3 E _ Y t d C N N E v a m 3 z' iE in t°- m 6 Pr Morrison Hershfield 'ob CN4-226R3/1800030 1455 Lincoln Parkway,Suite 500 Project:855864/Scholls Ferry Beef Bend I,, Atlanta, GA 30346 chest:Crown Castle USA Drawn by.BP App'd: Consulting Engineers Phone:(770)379-8500 Code:TIA-222-G Date:10/08/18 scale'NTS FAX:(770)379-8501 Path:o, m Dwg No. 1 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Washington County, Oregon. Basic wind speed of 93 mph. Structure Class II. Exposure Category C. 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 3.2.2. CCISeismic Note: Seismic calculations are in accordance with ASCE 7-10. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression 4 Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable - Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice .4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile 4 Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component 'I Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known 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 78.50-49.33 29.17 3.67 18 18.8700 28.0120 0.1875 0.7500 A572-65 (65 ksi) L2 49.33-0.00 53.00 18 26.4868 43.1000 0.3125 1.2500 A572-65 (65 ksi) tnxTower Report-version 8.0.4.0 r , October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 8 Tapered Pole Properties Section Tip Dia. Area I r C I/C J lt/Q w w/t in in2 in4 in in in3 in4 in2 in L1 19.1322 11.1184 490.2873 6.6323 9.5860 51.1464 981.2197 5.5603 2.9911 15.953 28.4152 16.5591 1619.6745 9.8777 14.2301 113.8204 3241.4803 8.2811 4.6001 24.534 L2 28.0153 25.9616 2247.0874 9.2919 13.4553 167.0039 4497.1316 12.9833 4.1117 13.157 43.7167 42.4399 9816.2392 15.1896 21.8948 448.3366 19645.394 21.2240 7.0356 22.514 8 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A. Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 78.50- 1 1 1 49.33 L2 49.33-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d Diamete r Torque Type ft Position r plf Calculation in in Safety Line 3/8" B No Surface Ar 78.50- 1 1 0.000 0.3750 0.22 (CaAa) 11.00 0.000 Step Pegs B No Surface Ar 78.50- 1 1 -0.050 0.7050 1.80 (CaAa) 11.00 0.050 LCF12-50J(1/2) C No Surface Ar 60.00- 1 1 -0.200 0.6400 0.15 (CaAa) 8.00 -0.200 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft plf Calculation LDF1-50A(1/4) B No No Inside Pole 78.50-8.00 1 No Ice 0.00 0.06 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDF5-50A(7/8) B No No Inside Pole 78.50-8.00 6 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 LDF7-50A(1-5/8) B No No Inside Pole 78.50-8.00 6 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 FB-L98B-002- B No No Inside Pole 78.50-8.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 WR-VG86ST- B No No Inside Pole 78.50-8.00 2 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 FB-L98B-002- B No No Inside Pole 78.50-8.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 WR-VG86ST- B No No Inside Pole 78.50-8.00 1 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft p/f Calculation AVA6-50(1-1/4) C No No Inside Pole 60.00-8.00 1 No Ice 0.00 0.46 1/2"Ice 0.00 0.46 1"Ice 0.00 0.46 LDF5-50A(7/8) C No No Inside Pole 60.00-8.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 I..." LDF2-50(3/8) C No No Inside Pole 57.00-8.00 1 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 LDF4-50A(112) B No No Inside Pole 36.00-8.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 78.50-49.33 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 3.150 0.000 0.32 C 0.000 0.000 0.683 0.000 0.05 L2 49.33-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 4.140 0.000 0.45 C 0.000 0.000 2.645 0.000 0.19 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 78.50-49.33 A 2.133 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 28.044 0.000 0.72 C 0.000 0.000 5.236 0.000 0.13 L2 49.33-0.00 A 1.937 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 36.850 0.000 0.98 C 0.000 0.000 20.281 0.000 0.49 Feed Line Center of Pressure Section Elevation CPx CP2 CPx CPZ Ice Ice ft in in in in L1 78.50-49.33 0.8824 -0.2539 2.7809 -0.9007 L2 49.33-0.00 0.7802 0.0639 2.7005 0.0273 Note:For pole sections,center of pressure calculations do not consider feed line shielding. tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 10 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L1 1 Safety Line 3/8" 49.33- 1.0000 1.0000 78.50 L1 2 Step Pegs 49.33- 1.0000 1.0000 78.50 L1 17 LCF12-50J(1/2) 49.33- 1.0000 1.0000 60.00 User Defined Loads - Seismic Description Elevation Offset Azimuth E„ Eh, Ehz Eh From Angle Centroid ft ft K K K K CCISeismic Tower Section 1 - 73.92 0.00 0.0000 0.05 0.00 0.00 0.11 1 CCISeismic Tower Section 1 - 64.33 0.00 0.0000 0.07 0.00 0.00 0.11 2 CCISeismic Tower Section 1 - 54.33 0.00 0.0000 0.08 0.00 0.00 0.09 3 CCISeismic Tower Section 2- 51.50 0.00 0.0000 0.04 0.00 0.00 0.04 1 CCISeismic Tower Section 2- 45.00 0.00 0.0000 0.14 0.00 0.00 0.13 2 CCISeismic Tower Section 2- 35.00 0.00 0.0000 0.15 0.00 0.00 0.10 3 CCISeismic Tower Section 2- 25.00 0.00 0.0000 0.17 0.00 0.00 0.06 4 CCISeismic Tower Section 2- 15.00 0.00 0.0000 0.18 0.00 0.00 0.03 5 CCISeismic Tower Section 2- 5.00 0.00 0.0000 0.20 0.00 0.00 0.01 6 CCISeismic kathrein 742 265 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 w/Mount Pipe CCISeismic kathrein 742 265 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 w/Mount Pipe CCISeismic kathrein 742 265 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 w/Mount Pipe CCISeismic kathrein 82.00 0.00 0.0000 0.01 0.00 0.00 0.02 AP14/17- 880/1940/065D/ADT/XXP w/ Mount Pipe CCISeismic kathrein 82.00 0.00 0.0000 0.01 0.00 0.00 0.02 AP14/17- 880/1940/065D/ADT/XXP w/ Mount Pipe CCISeismic kathrein 82.00 0.00 0.0000 0.01 0.00 0.00 0.02 AP14/17- 880/1940/065D/ADT/XXP w/ Mount Pipe CCISeismic(2)ericsson KRY 82.00 0.00 0.0000 0.00 0.00 0.00 0.00 112 13/1 CCISeismic(2)ericsson KRY 82.00 0.00 0.0000 0.00 0.00 0.00 0.00 112 13/1 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.00 0.00 0.00 0.01 technologies LGP21401 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.00 0.00 0.00 0.01 technologies LGP21401 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 technologies TT19-08BP111- 001 CCISeismic raycap DC6-48- 82.00 0.00 0.0000 0.00 0.00 0.00 0.01 60-18-8F CCISeismic tower mounts 82.00 0.00 0.0000 0.43 0.00 0.00 1.00 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 11 Description Elevation Offset Azimuth E Ehx Ehz Eh From Angle Centroid ft ft K K K K (cci)Platform Mount[LP 1001-1] CCISeismic tower mounts 82.00 0.00 0.0000 0.04 0.00 0.00 0.08 (cci)Miscellaneous[NA 510- 1] CCISeismic(2)kathrein 82.00 0.00 0.0000 0.04 0.00 0.00 0.10 80010966 w/Mount Pipe CCISeismic(2)kathrein 82.00 0.00 0.0000 0.04 0.00 0.00 0.10 80010966 w/Mount Pipe CCISeismic(2)kathrein 82.00 0.00 0.0000 0.04 0.00 0.00 0.10 80010966 w/Mount Pipe CCISeismic nokia 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV2 CCISeismic nokia 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV2 CCISeismic nokia 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV2 CCISeismic nokia AHFIB 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AHFIB 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AHFIB 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AHLBA 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AHLBA 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AHLBA 82.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 technologies LGP 21403 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 technologies LGP 21403 CCISeismic(2)powerwave 82.00 0.00 0.0000 0.01 0.00 0.00 0.01 technologies LGP 21403 CCISeismic powerwave 82.00 0.00 0.0000 0.00 0.00 0.00 0.00 technologies LGP21401 CCISeismic powerwave 82.00 0.00 0.0000 0.00 0.00 0.00 0.00 technologies LGP21401 CCISeismic raycap DC6-48- 82.00 0.00 0.0000 0.00 0.00 0.00 0.01 60-18-8F CCISeismic antel BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 70063/8CF w/Mount Pipe CCISeismic ante)BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 70063/8CF w/Mount Pipe CCISeismic ante)BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 70063/8CF w/Mount Pipe CCISeismic css AXP18-80-0 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic css AXP18-80-0 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic css AXP18-80-0 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic antel BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 80080/8CF w/Mount Pipe CCISeismic antel BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 80080/8CF w/Mount Pipe CCISeismic antel BXA- 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 80080/8CF w/Mount Pipe CCISeismic css XP18-80-0 w/ 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 Mount Pipe CCISeismic css XP18-80-0 w/ 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 Mount Pipe CCISeismic css XP18-80-0 w/ 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 Mount Pipe CCISeismic rosenberger leoni 60.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-15-ABOX CCISeismic rosenberger leoni 60.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-15-ABOX CCISeismic rosenberger leoni 60.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-15-ABOX CCISeismic raycap RCMDC- 60.00 0.00 0.0000 0.00 0.00 0.00 0.01 3315-PF-48 CCISeismic(2)andrew 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 tnxTower Report-version 8.0.4.0 October 08, 2018 j 78.5 Ft Monopole Tower Structural Analysis CC/BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 12 Description Elevation Offset Azimuth E„ Eh', Ehz Eh From Angle Centroid ft ft K K K K 850/1900 DB TMA CCISeismic(2)andrew 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 850/1900 DB TMA CCISeismic(2)andrew 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 850/1900 DB TMA CCISeismic ericsson RRUS 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 12 B4 CCISeismic ericsson RRUS 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 12 B4 CCISeismic ericsson RRUS 60.00 0.00 0.0000 0.01 0.00 0.00 0.01 12 B4 CCISeismic tower mounts 60.00 0.00 0.0000 0.00 0.00 0.00 0.01 (cci)4'x 2"Pipe Mount CCISeismic tower mounts 60.00 0.00 0.0000 0.00 0.00 0.00 0.01 (cci)4'x 2"Pipe Mount CCISeismic tower mounts 60.00 0.00 0.0000 0.00 0.00 0.00 0.01 (cci)4'x 2"Pipe Mount CCISeismic tower mounts 60.00 0.00 0.0000 0.16 0.00 0.00 0.22 (cci)T-Arm Mount[TA 701-3] CCISeismic tower mounts 60.00 0.00 0.0000 0.00 0.00 0.00 0.00 (cci)6'x 2"Mount Pipe CCISeismic ceragon RFU- 57.00 0.00 0.0000 0.00 0.00 0.00 0.00 CX-11 CCISeismic tower mounts 57.00 0.00 0.0000 0.01 0.00 0.00 0.01 (cci)Pipe Mount[PM 601-1] CCISeismic gps GPS_A 36.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic tower mounts 36.00 0.00 0.0000 0.01 0.00 0.00 0.01 (cci)Side Arm Mount[SO 701-1] CCISeismic rfs celwave SC2- 60.00 0.00 0.0000 0.00 0.00 0.00 0.00 190BB CCISeismic rfs celwave SC2- 57.00 0.00 0.0000 0.00 0.00 0.00 0.00 190BB CCISeismic miscl(mh)Safety 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (68ft to78ft) CCISeismic miscl(mh)Safety 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (58ft to68ft) CCISeismic miscl(mh)Safety 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (48ft to58ft) CCISeismic miscl(mh)Safety 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (38ft to48ft) CCISeismic miscl(mh)Safety 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (28ft to38ft) CCISeismic miscl(mh)Safety 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (18ft to28ft) CCISeismic miscl(mh)Safety 14.50 0.00 0.0000 0.00 0.00 0.00 0.00 Line 3/8"From 11 to 78.5 (11ft to18ft) CCISeismic Step Pegs From 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(68ft to78ft) CCISeismic Step Pegs From 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(58ft to68ft) CCISeismic Step Pegs From 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(48ft to58ft) CCISeismic Step Pegs From 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(38ft to48ft) CCISeismic Step Pegs From 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(28ft to38ft) CCISeismic Step Pegs From 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(18ft to28ft) CCISeismic Step Pegs From 14.50 0.00 0.0000 0.00 0.00 0.00 0.00 11 to 78.5(11ft to18ft) tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 13 Description Elevation Offset Azimuth E„ Ehx Ehz Eh From Angle Centroid ft ft K K K K CCISeismic andrew LDF1- 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(114)From 8 to 78.5(68ft to78ft) CCISeismic andrew LDF1- 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(114)From 8 to 78.5(58ft to68ft) CCISeismic andrew LDF1- 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(114)From 8 to 78.5(48ft to58ft) CCISeismic andrew LDF1- 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(114)From 8 to 78.5(38ft to48ft) CCISeismic andrew LDF1- 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(114)From 8 to 78.5(28ft to38ft) CCISeismic andrew LDF1- 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1/4)From 8 to 78.5(18ft to28ft) CCISeismic andrew LDF1- 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1/4)From 8 to 78.5(8ft to18ft) CCISeismic(6)andrew LDF5- 73.00 0.00 0.0000 0.00 0.00 0.00 0.01 50A(7/8)From 8 to 78.5(68ft to78ft) CCISeismic(6)andrew LDF5- 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(7/8)From 8 to 78.5(58ft to68ft) CCISeismic(6)andrew LDF5- 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(7/8)From 8 to 78.5(48ft to58ft) CCISeismic(6)andrew LDF5- 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(718)From 8 to 78.5(38ft to48ft) CCISeismic(6)andrew LDF5- 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(718)From 8 to 78.5(28ft to38ft) CCISeismic(6)andrew LDF5- 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(718)From 8 to 78.5(18ft to28ft) CCISeismic(6)andrew LDF5- 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(7/8)From 8 to 78.5(8ft tol8ft) CCISeismic(6)andrew LDF7- 73.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 8 to 78.5 (68ft to78ft) CCISeismic(6)andrew LDF7- 63.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 8 to 78.5 (58ft to68ft) CCISeismic(6)andrew LDF7- 53.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-518)From 8 to 78.5 (48ft to58ft) CCISeismic(6)andrew LDF7- 43.00 0.00 0.0000 0.01 0.00 0.00 0.01 50A(1-5/8)From 8 to 78.5 (38ft to48ft) CCISeismic(6)andrew LDF7- 33.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 8 to 78.5 (28ft to38ft) CCISeismic(6)andrew LDF7- 23.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 8 to 78.5 (18ft to28ft) CCISeismic(6)andrew LDF7- 13.00 0.00 0.0000 0.01 0.00 0.00 0.00 50A(1-5/8)From 8 to 78.5(8ft to18ft) CCISeismic rosenberger leoni 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(68ft to78ft) CCISeismic rosenberger leoni 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 14 Description Elevation Offset Azimuth E Ehx Ehz Eh From Angle Centroid ft ft K K K K 8 to 78.5(58ft to68ft) CCISeismic rosenberger leoni 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(48ft to58ft) CCISeismic rosenberger leoni 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(38ft to48ft) CCISeismic rosenberger leoni 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(28ft to38ft) CCISeismic rosenberger leoni 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(18ft to28ft) CCISeismic rosenberger leoni 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(8ft to18ft) CCISeismic(2)rosenberger 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(68ft to78ft) CCISeismic(2)rosenberger 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(58ft to68ft) CCISeismic(2)rosenberger 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(48ft to58ft) CCISeismic(2)rosenberger 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(38ft to48ft) CCISeismic(2)rosenberger 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(28ft to38ft) CCISeismic(2)rosenberger 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(18ft to28ft) CCISeismic(2)rosenberger 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4) From 8 to 78.5(8ft tol 8ft) CCISeismic rosenberger leoni 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(68ft to78ft) CCISeismic rosenberger leoni 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(58ft to68ft) CCISeismic rosenberger leoni 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(48ft to58ft) CCISeismic rosenberger leoni 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(38ft to48ft) CCISeismic rosenberger leoni 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(28ft to38ft) CCISeismic rosenberger leoni 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-XXX(3/8)From 8 to 78.5(18ft to28ft) CCISeismic rosenberger leoni 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 FB-L98B-002-X0((3/8)From 8 to 78.5(8ft tol 8ft) CCISeismic rosenberger leoni 73.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(68ft to78ft) CCISeismic rosenberger leoni 63.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(58ft to68ft) CCISeismic rosenberger leoni 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(48ft to58ft) CCISeismic rosenberger leoni 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 15 Description Elevation Offset Azimuth Ev Eh„ Ehz Eh From Angle Centroid ft ft K K K K WR-VG86ST-BRD(3/4)From 8 to 78.5(38ft to48ft) CCISeismic rosenberger leoni 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(28ft to38ft) CCISeismic rosenberger leoni 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(18ft to28ft) CCISeismic rosenberger leoni 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG86ST-BRD(3/4)From 8 to 78.5(8ft to18ft) CCISeismic andrew AVA6- 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(58ft to6Oft) CCISeismic andrew AVA6- 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(48ft to58ft) CCISeismic andrew AVA6- 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(38ft to48ft) CCISeismic andrew AVA6- 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(28ft to38ft) CCISeismic andrew AVA6- 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(18ft to28ft) CCISeismic andrew AVA6- 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(1-1/4)From 8 to 60(8ft to18ft) CCISeismic(12)andrew 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF5-50A(7/8)From 8 to 60 (58ft to6Oft) CCISeismic(12)andrew 53.00 0.00 0.0000 0.01 0.00 0.00 0.01 LDF5-50A(7/8)From 8 to 60 (48ft to58ft) CCISeismic(12)andrew 43.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8)From 8 to 60 (38ft to48ft) CCISeismic(12)andrew 33.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8)From 8 to 60 (28ft to38ft) CCISeismic(12)andrew 23.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8)From 8 to 60 (18ft to28ft) CCISeismic(12)andrew 13.00 0.00 0.0000 0.01 0.00 0.00 0.00 LDF5-50A(7/8)From 8 to 60 (8ft to18ft) CCISeismic rfs celwave 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (58ft to6Oft) CCISeismic rfs celwave 53.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (48ft to58ft) CCISeismic rfs celwave 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (38ft to48ft) CCISeismic rfs celwave 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (28ft to38ft) CCISeismic rfs celwave 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (18ft to28ft) CCISeismic rfs celwave 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 LCF12-50J(1/2)From 8 to 60 (8ft to18ft) CCISeismic andrew LDF2- 52.50 0.00 0.0000 0.00 0.00 0.00 0.00 50(3/8)From 8 to 57(48ft to57ft) tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 16 Description Elevation Offset Azimuth E„ Ehx Eh, Eh From Angle Centroid ft ft K K K K CCISeismic andrew LDF2- 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(3/8)From 8 to 57(38ft to48ft) CCISeismic andrew LDF2- 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(3/8)From 8 to 57(28ft to38ft) CCISeismic andrew LDF2- 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(3/8)From 8 to 57(18ft to28ft) CCISeismic andrew LDF2- 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 50(3/8)From 8 to 57(8ft to18ft) CCISeismic andrew LDF4- 32.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1/2)From 8 to 36(28ft to36ft) CCISeismic andrew LDF4- 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1/2)From 8 to 36(18ft to28ft) CCISeismic andrew LDF4- 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 50A(1/2)From 8 to 36(8ft to18ft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 742 265 w/Mount Pipe A From Leg 4.00 0.0000 82.00 No Ice 7.85 6.41 0.08 0.00 1/2" 8.44 7.63 0.14 0.00 Ice 8.98 8.59 0.21 1"Ice 742 265 w/Mount Pipe B From Leg 4.00 0.0000 82.00 No Ice 7.85 6.41 0.08 0.00 1/2" 8.44 7.63 0.14 -1.00 Ice 8.98 8.59 0.21 1"Ice 742 265 w/Mount Pipe C From Leg 4.00 0.0000 82.00 No Ice 7.85 6.41 0.08 0.00 1/2" 8.44 7.63 0.14 -1.00 Ice 8.98 8.59 0.21 1"Ice AP14/17- A From Leg 4.00 0.0000 82.00 No Ice 5.10 4.19 0.06 880/1940/065D/ADT/XXP 0.00 1/2" 5.51 4.89 0.10 w/Mount Pipe 1.00 Ice 5.91 5.55 0.15 1"Ice AP14/17- B From Leg 4.00 0.0000 82.00 No Ice 5.10 4.19 0.06 880/1940/065D/ADT/XXP 0.00 1/2" 5.51 4.89 0.10 w/Mount Pipe 1.00 Ice 5.91 5.55 0.15 1"Ice AP14/17- C From Leg 4.00 0.0000 82.00 No Ice 5.10 4.19 0.06 880/1940/065D/ADT/XXP 0.00 1/2" 5.51 4.89 0.10 w/Mount Pipe 0.00 Ice 5.91 5.55 0.15 1"Ice (2)KRY 112 13/1 B From Leg 4.00 0.0000 82.00 No Ice 0.29 0.21 0.00 0.00 1/2" 0.36 0.27 0.01 -1.00 Ice 0.44 0.34 0.01 1"Ice (2)KRY 112 13/1 B From Leg 4.00 0.0000 82.00 No Ice 0.29 0.21 0.00 0.00 1/2" 0.36 0.27 0.01 1.00 Ice 0.44 0.34 0.01 1"Ice (2)LGP21401 B From Leg 4.00 0.0000 82.00 No Ice 1.10 0.21 0.01 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 1/2" 1.24 0.27 0.02 3.00 Ice 1.38 0.35 0.03 1"Ice (2)LGP21401 C From Leg 4.00 0.0000 82.00 No Ice 1.10 0.21 0.01 0.00 1/2" 1.24 0.27 0.02 3.00 Ice 1.38 0.35 0.03 1"Ice (2)TT19-08BP111-001 A From Leg 4.00 0.0000 82.00 No Ice 0.55 0.44 0.02 0.00 1/2" 0.64 0.53 0.02 3.00 Ice 0.74 0.63 0.03 1"Ice DC6-48-60-18-8F A From Leg 1.00 0.0000 82.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 3.00 Ice 1.64 1.64 0.06 1"Ice Platform Mount[LP 1001- C None 0.0000 82.00 No Ice 47.70 47.70 3.02 1] 1/2" 59.50 59.50 3.62 Ice 71.30 71.30 4.22 1"Ice Miscellaneous[NA 510-1] C None 0.0000 82.00 No Ice 6.00 6.00 0.26 1/2" 8.50 8.50 0.34 Ice 11.00 11.00 0.42 1"Ice (2)80010966 w/Mount A From Leg 4.00 0.0000 82.00 No Ice 17.60 9.64 0.15 Pipe 0.00 • 1/2" 18.33 11.15 0.26 0.00 Ice 19.07 12.70 0.39 1"Ice (2)80010966 w/Mount B From Leg 4.00 0.0000 82.00 No Ice 17.60 9.64 0.15 Pipe 0.00 1/2" 18.33 11.15 0.26 0.00 Ice 19.07 12.70 0.39 1"Ice (2)80010966 w/Mount C From Leg 4.00 0.0000 82.00 No Ice 17.60 9.64 0.15 Pipe 0.00 1/2" 18.33 11.15 0.26 0.00 Ice 19.07 12.70 0.39 1"Ice AHCA_CCIV2 A From Leg 4.00 0.0000 82.00 No Ice 1.29 0.72 0.04 0.00 1/2" 1.43 0.83 0.05 3.00 Ice 1.58 0.96 0.06 1"Ice AHCA_CCIV2 B From Leg 4.00 0.0000 82.00 No Ice 1.29 0.72 0.04 0.00 1/2" 1.43 0.83 0.05 3.00 Ice 1.58 0.96 0.06 1"Ice AHCA_CCIV2 C From Leg 4.00 0.0000 82.00 No Ice 1.29 0.72 0.04 0.00 1/2" 1.43 0.83 0.05 3.00 Ice 1.58 0.96 0.06 1"Ice AHFIB A From Leg 4.00 0.0000 82.00 No Ice 3.68 2.31 0.09 0.00 1/2" 3.92 2.52 0.12 3.00 Ice 4.18 2.73 0.15 1"Ice AHFIB B From Leg 4.00 0.0000 82.00 No Ice 3.68 2.31 0.09 0.00 1/2" 3.92 2.52 0.12 3.00 Ice 4.18 2.73 0.15 1"Ice AHFIB C From Leg 4.00 0.0000 82.00 No Ice 3.68 2.31 0.09 0.00 1/2" 3.92 2.52 0.12 3.00 Ice 4.18 2.73 0.15 1"Ice AHLBA A From Leg 4.00 0.0000 82.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 3.00 Ice 4.18 2.73 0.16 1"Ice AHLBA B From Leg 4.00 0.0000 82.00 No Ice 3.67 2.31 0.10 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 18 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t vert ft ft ft2 ft2 K ft ° ft 0.00 1/2" 3.92 2.51 0.13 3.00 Ice 4.18 2.73 0.16 1"Ice AHLBA C From Leg 4.00 0.0000 82.00 No Ice 3.67 2.31 0.10 0.00 1/Z' 3.92 2.51 0.13 3.00 Ice 4.18 2.73 0.16 1"Ice (2)LGP 21403 A From Leg 4.00 0.0000 82.00 No Ice 0.82 0.35 0.02 0.00 1/2" 0.94 0.44 0.02 3.00 Ice 1.06 0.54 0.03 1"Ice (2)LGP 21403 B From Leg 4.00 0.0000 82.00 No Ice 0.82 0.35 0.02 0.00 1/2" 0.94 0.44 0.02 3.00 Ice 1.06 0.54 0.03 1"Ice (2)LGP 21403 C From Leg 4.00 0.0000 82.00 No Ice 0.82 0.35 0.02 0.00 1/2" 0.94 0.44 0.02 3.00 Ice 1.06 0.54 0.03 1"Ice LGP21401 B From Leg 4.00 0.0000 82.00 No Ice 1.10 0.21 0.01 0.00 1/2" 1.24 0.27 0.02 3.00 Ice 1.38 0.35 0.03 1"Ice LGP21401 C From Leg 4.00 0.0000 82.00 No Ice 1.10 0.21 0.01 0.00 1/2" 1.24 0.27 0.02 3.00 Ice 1.38 0.35 0.03 1"Ice DC6-48-60-18-8F A From Leg 1.00 0.0000 82.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 3.00 Ice 1.64 1.64 0.06 1"Ice BXA-70063/8CF w/Mount A From Leg 4.00 0.0000 60.00 No Ice 10.89 7.63 0.06 Pipe 0.00 1/2" 11.60 9.11 0.13 0.00 Ice 12.32 10.61 0.22 1"Ice BXA-70063/8CF w/Mount B From Leg 4.00 0.0000 60.00 No Ice 10.89 7.63 0.06 Pipe 0.00 1/2" 11.60 9.11 0.13 0.00 Ice 12.32 10.61 0.22 1"Ice BXA-70063/8CF w/Mount C From Leg 4.00 0.0000 60.00 No Ice 10.89 7.63 0.06 Pipe 0.00 1/2" 11.60 9.11 0.13 0.00 Ice 12.32 10.61 0.22 1"Ice AXP18-80-0 w/Mount Pipe A From Leg 4.00 0.0000 60.00 No Ice 5.09 5.00 0.04 0.00 1/2" 5.62 6.09 0.09 0.00 Ice 6.12 6.93 0.14 1"Ice AXP18-80-0 w/Mount Pipe B From Leg 4.00 0.0000 60.00 No Ice 5.09 5.00 0.04 0.00 1/2" 5.62 6.09 0.09 0.00 Ice 6.12 6.93 0.14 1"Ice AXP18-80-0 w/Mount Pipe C From Leg 4.00 0.0000 60.00 No Ice 5.09 5.00 0.04 0.00 1/2" 5.62 6.09 0.09 0.00 Ice 6.12 6.93 0.14 1"Ice BXA-80080/8CF w/Mount A From Leg 4.00 0.0000 60.00 No Ice 8.47 8.73 0.07 Pipe 0.00 1/2" 9.17 10.23 0.14 0.00 Ice 9.88 11.76 0.22 1"Ice BXA-80080/8CF w/Mount B From Leg 4.00 0.0000 60.00 No Ice 10.89 7.63 0.06 Pipe 0.00 1/2" 11.60 9.11 0.13 0.00 Ice 12.32 10.61 0.22 1"Ice BXA-80080/8CF w/Mount C From Leg 4.00 0.0000 60.00 No Ice 10.89 7.63 0.06 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514,Revision 0 Page 19 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft Pipe 0.00 1/2" 11.60 9.11 0.13 0.00 Ice 12.32 10.61 0.22 1"Ice XP18-80-0 w/Mount Pipe A From Leg 4.00 0.0000 60.00 No Ice 4.91 4.83 0.05 6.00 1/2" 5.37 5.75 0.10 0.00 Ice 5.82 6.54 0.15 1"Ice XP18-80-0 w/Mount Pipe B From Leg 4.00 0.0000 60.00 No Ice 4.91 4.83 0.05 6.00 1/2" 5.37 5.75 0.10 0.00 Ice 5.82 6.54 0.15 1"Ice XP18-80-0 w/Mount Pipe C From Leg 4.00 0.0000 60.00 No Ice 4.91 4.83 0.05 6.00 1/2" 5.37 5.75 0.10 0.00 Ice 5.82 6.54 0.15 1"Ice FB-15-ABOX A From Leg 4.00 0.0000 60.00 No Ice 2.70 0.51 0.01 0.00 1/2" 2.90 0.63 0.03 0.00 Ice 3.11 0.75 0.04 1"Ice FB-15-ABOX B From Leg 4.00 0.0000 60.00 No Ice 2.70 0.51 0.01 0.00 1/2" 2.90 0.63 0.03 0.00 Ice 3.11 0.75 0.04 1"Ice FB-15-ABOX C From Leg 4.00 0.0000 60.00 No Ice 2.70 0.51 0.01 0.00 1/2" 2.90 0.63 0.03 0.00 Ice 3.11 0.75 0.04 1"Ice RCMDC-3315-PF-48 A From Leg 4.00 0.0000 60.00 No Ice 3.71 2.19 0.03 0.00 1/2" 3.95 2.39 0.06 0.00 Ice 4.20 2.61 0.10 1"Ice (2)850/1900 DB TMA A From Leg 4.00 0.0000 60.00 No Ice 1.84 0.45 0.03 0.00 1/2" 2.01 0.55 0.04 0.00 Ice 2.19 0.66 0.06 1"Ice (2)850/1900 DB TMA B From Leg 4.00 0.0000 60.00 No Ice 1.84 0.45 0.03 0.00 1/2" 2.01 0.55 0.04 0.00 Ice 2.19 0.66 0.06 1"Ice (2)850/1900 DB TMA C From Leg 4.00 0.0000 60.00 No Ice 1.84 0.45 0.03 0.00 1/2" 2.01 0.55 0.04 0.00 Ice 2.19 0.66 0.06 1"Ice RRUS 12 B4 A From Leg 4.00 0.0000 60.00 No Ice 3.15 1.29 0.05 0.00 1/2" 3.36 1.44 0.07 0.00 Ice 3.59 1.60 0.10 1"Ice RRUS 12 B4 B From Leg 4.00 0.0000 60.00 No Ice 3.15 1.29 0.05 0.00 1/2" 3.36 1.44 0.07 0.00 Ice 3.59 1.60 0.10 1"Ice RRUS 12 B4 C From Leg 4.00 0.0000 60.00 No Ice 3.15 1.29 0.05 0.00 1/2" 3.36 1.44 0.07 0.00 Ice 3.59 1.60 0.10 1"Ice 4'x 2"Pipe Mount A From Leg 2.00 0.0000 60.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice 4'x 2"Pipe Mount B From Leg 2.00 0.0000 60.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice 4'x 2"Pipe Mount C From Leg 2.00 0.0000 60.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 20 j Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 0.00 Ice 1.28 1.28 0.04 1"Ice T-Arm Mount[TA 701-3] C None 0.0000 60.00 No Ice 27.95 27.95 1.09 1/2" 37.26 37.26 1.41 Ice 46.57 46.57 1.72 1"Ice 6'x 2"Mount Pipe C From Leg 4.00 0.0000 60.00 No Ice 1.43 1.43 0.02 0.00 1/2" 1.92 1.92 0.03 0.00 Ice 2.29 2.29 0.05 1"Ice RFU-CX-11 B From Leg 1.00 0.0000 57.00 No Ice 0.52 0.22 0.01 0.00 1/2" 0.61 0.29 0.01 1.00 Ice 0.71 0.36 0.02 1"Ice Pipe Mount[PM 601-1] B From Leg 0.50 0.0000 57.00 No Ice 3.00 0.90 0.07 0.00 1/2" 3.74 1.12 0.08 0.00 Ice 4.48 1.34 0.09 1"Ice GPS_A B From Leg 3.00 0.0000 36.00 No Ice 0.26 0.26 0.00 0.00 1/2" 0.32 0.32 0.00 1.00 Ice 0.39 0.39 0.01 1"Ice Side Arm Mount[SO 701- B From Leg 1.50 0.0000 36.00 No Ice 0.85 1.67 0.07 1] 0.00 1/2" 1.14 2.34 0.08 0.00 Ice 1.43 3.01 0.09 1"Ice 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 ft ft ft2 SC2-190BB C Paraboloid From 4.00 -61.0000 60.00 2.20 No Ice 3.80 0.02 w/Shroud(HP) Leg 0.00 1/2"Ice 4.09 0.04 0.00 1"Ice 4.39 0.06 SC2-190BB B Paraboloid From 1.00 60.0000 57.00 2.20 No Ice 3.80 0.02 w/Shroud(HP) Leg 0.00 1/2"Ice 4.09 0.04 1.00 1"Ice 4.39 0.06 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514,Revision 0 Page 21 Comb. Description No. 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 22 Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 78.5-49.33 Pole Max Tension 1 0.00 0.00 0.00 • Max.Compression 26 -30.82 -0.38 0.09 Max.Mx 8 -10.65 -333.21 -0.48 Max.My 2 -10.66 0.30 330.02 Max.Vy 8 16.21 -333.21 -0.48 Max.Vx 2 -16.17 0.30 330.02 Max.Torque 5 1.11 L2 49.33-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -45.31 -1.63 -0.13 Max.Mx 8 -19.80 -1276.69 -4.68 Max.My 2 -19.80 2.27 1271.81 Max.Vy 8 19.38 -1276.69 -4.68 Max.Vx 2 -19.36 2.27 1271.81 Max.Torque 5 0.67 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 45.31 0.00 0.00 Max.H, 20 19.82 19.36 0.01 Max.HZ 2 19.82 0.04 19.34 Max.Mx 2 1271.81 0.04 19.34 Max.Mz 8 1276.69 -19.36 -0.07 Max.Torsion 5 0.45 -9.62 16.77 Min.Vert 68 12.51 2.70 -1.56 Min.H. 8 19.82 -19.36 -0.07 Min.Hi 14 19.82 -0.04 -19.26 Min.Mx 14 -1266.89 -0.04 -19.26 Min.Mz 20 -1275.80 19.36 0.01 Min.Torsion 17 -0.32 9.60 -16.69 Tower Mast Reaction Summary Load Vertical Shears Shear Overturning Overturning Torque Combination Moment,Mx Moment,Mz K K K kip-ft kip-ft kip-ft Dead Only 16.52 0.00 0.00 -0.08 -0.34 0.00 1.2 Dead+1.6 Wind 0 deg- 19.82 -0.04 -19.34 -1271.81 2.27 -0.36 No Ice 0.9 Dead+1.6 Wind 0 deg- 14.87 -0.04 -19.34 -1265.60 2.36 -0.37 No Ice 1.2 Dead+1.6 Wind 30 deg- 19.82 9.62 -16.77 -1102.39 -634.68 -0.45 No Ice 0.9 Dead+1.6 Wind 30 deg- 14.87 9.62 -16.77 -1097.01 -631.48 -0.45 No Ice 1.2 Dead+1.6 Wind 60 deg- 19.82 16.69 -9.74 -639.53 -1101.04 -0.41 No Ice 0.9 Dead+1.6 Wind 60 deg- 14.87 16.69 -9.74 -636.40 -1095.57 -0.41 No Ice 1.2 Dead+1.6 Wind 90 deg- 19.82 19.36 0.07 4.68 -1276.69 0.09 No Ice 0.9 Dead+1.6 Wind 90 deg- 14.87 19.36 0.07 4.68 -1270.36 0.09 No Ice 1.2 Dead+1.6 Wind 120 deg 19.82 16.75 9.73 639.57 -1105.00 0.20 -No Ice 0.9 Dead+1.6 Wind 120 deg 14.87 16.75 9.73 636.49 -1099.52 0.20 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 23 Load Vertical Shear Shearz Overturning Overturning Torque Combination Moment,Mx Moment,Mz K K K kip-ft kip-ft kip-ft -No Ice 1.2 Dead+1.6 Wind 150 deg 19.82 9.67 16.72 1099.90 -638.31 0.20 -No Ice 0.9 Dead+1.6 Wind 150 deg 14.87 9.67 16.72 1094.58 -635.09 0.20 -No Ice 1.2 Dead+1.6 Wind 180 deg 19.82 0.04 19.26 1266.89 -3.06 0.26 -No Ice 0.9 Dead+1.6 Wind 180 deg 14.87 0.04 19.26 1260.75 -2.95 0.26 -No Ice 1.2 Dead+1.6 Wind 210 deg 19.82 -9.60 16.69 1097.36 632.78 0.32 -No Ice 0.9 Dead+1.6 Wind 210 deg 14.87 -9.60 16.69 1092.05 629.80 0.32 -No Ice 1.2 Dead+1.6 Wind 240 deg 19.82 -16.71 9.66 634.96 1101.57 0.23 -No Ice 0.9 Dead+1.6 Wind 240 deg 14.87 -16.71 9.66 631.90 1096.31 0.23 -No Ice 1.2 Dead+1.6 Wind 270 deg 19.82 -19.36 -0.01 -0.85 1275.80 -0.01 -No Ice 0.9 Dead+1.6 Wind 270 deg 14.87 -19.36 -0.01 -0.82 1269.69 -0.01 -No Ice 1.2 Dead+1.6 Wind 300 deg 19.82 -16.73 -9.80 -644.25 1102.92 -0.21 -No Ice 0.9 Dead+1.6 Wind 300 deg 14.87 -16.73 -9.80 -641.10 1097.65 -0.21 -No Ice 1.2 Dead+1.6 Wind 330 deg 19.82 -9.69 -16.81 -1104.97 638.60 -0.28 -No Ice 0.9 Dead+1.6 Wind 330 deg 14.87 -9.69 -16.81 -1099.57 635.59 -0.29 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 45.31 0.00 0.00 0.13 -1.63 0.00 1.2 Dead+1.0 Wind 0 45.31 -0.00 -2.24 -147.11 -1.42 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 45.31 1.11 -1.94 -127.44 -75.12 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 45.31 1.93 -1.12 -73.76 -129.09 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 45.31 2.23 0.01 0.61 -149.31 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 45.31 1.93 1.12 74.14 -129.50 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 45.31 1.12 1.93 127.56 -75.54 0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 45.31 0.00 2.23 146.96 -2.01 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 45.31 -1.11 1.93 127.28 71.59 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 45.31 -1.93 1.12 73.64 125.78 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 45.31 -2.23 -0.00 0.01 145.87 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 45.31 -1.93 -1.13 -74.28 125.95 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 45.31 -1.12 -1.94 -127.73 72.20 -0.01 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 16.52 -0.01 -4.50 -295.25 0.28 -0.09 Dead+Wind 30 deg-Service 16.52 2.24 -3.90 -255.93 -147.56 -0.11 Dead+Wind 60 deg-Service 16.52 3.89 -2.27 -148.50 -255.81 -0.10 Dead+Wind 90 deg-Service 16.52 4.51 0.02 1.02 -296.58 0.02 Dead+Wind 120 deg- 16.52 3.90 2.26 148.39 -256.73 0.05 Service Dead+Wind 150 deg- 16.52 2.25 3.89 255.23 -148.40 0.05 Service Dead+Wind 180 deg- 16.52 0.01 4.48 293.99 -0.96 0.06 Service Dead+Wind 210 deg- 16.52 -2.24 3.88 254.64 146.62 0.07 Service Dead+Wind 240 deg- 16.52 -3.89 2.25 147.32 255.43 0.05 Service Dead+Wind 270 deg- 16.52 -4.51 -0.00 -0.26 295.87 -0.00 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 24 Load Vertical Shear Shear Overturning Overturning Torque Combination Moment,Mx Moment,MZ K K K kip-ft kip-ft kip-ft Service Dead+Wind 300 deg- 16.52 , -3.89 -2.28 -149.60 255.74 -0.05 Service Dead+Wind 330 deg- 16.52 -2.26 -3.91 -256.53 147.97 -0.06 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 22.17 0.00 -3.12 -224.64 -0.42 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 0 12.51 0.00 -3.12 -222.42 -0.31 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 22.17 1.56 -2.70 -194.56 -112.69 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 12.51 1.56 -2.70 -192.63 -111.48 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 22.17 2.70 -1.56 -112.37 -194.88 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 60 12.51 2.70 -1.56 -111.25 -192.87 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 22.17 3.12 0.00 -0.10 -224.96 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 90 12.51 3.12 0.00 -0.08 -222.66 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 22.17 2.70 1.56 112.17 -194.88 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 12.51 2.70 1.56 111.10 -192.87 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 22.17 1.56 2.70 194.35 -112.69 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 12.51 1.56 2.70 192.48 -111.48 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 22.17 0.00 3.12 224.44 -0.42 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 12.51 0.00 3.12 222.27 -0.31 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 22.17 -1.56 2.70 194.35 111.85 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 12.51 -1.56 2.70 192.48 110.86 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 22.17 -2.70 1.56 112.17 194.04 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 12.51 -2.70 1.56 111.10 192.24 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 22.17 -3.12 0.00 -0.10 224.12 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 12.51 -3.12 0.00 -0.08 222.03 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 22.17 -2.70 -1.56 -112.37 194.04 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 12.51 -2.70 -1.56 -111.25 192.24 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 22.17 -1.56 -2.70 -194.56 111.85 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 12.51 -1.56 -2.70 -192.63 110.86 0.00 deg Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -16.52 0.00 0.00 16.52 0.00 0.000% 2 -0.04 -19.82 -19.34 0.04 19.82 19.34 0.000% 3 -0.04 -14.87 -19.34 0.04 14.87 19.34 0.000% 4 9.62 -19.82 -16.77 -9.62 19.82 16.77 0.000% 5 9.62 -14.87 -16.77 -9.62 14.87 16.77 0.000% 6 16.69 -19.82 -9.74 -16.69 19.82 9.74 0.000% 7 16.69 -14.87 -9.74 -16.69 14.87 9.74 0.000% tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 25 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 8 19.36 -19.82 0.07 -19.36 19.82 -0.07 0.000% 9 19.36 -14.87 0.07 -19.36 14.87 -0.07 0.000% 10 16.75 -19.82 9.73 -16.75 19.82 -9.73 0.000% 11 16.75 -14.87 9.73 -16.75 14.87 -9.73 0.000% 12 9.67 -19.82 16.72 -9.67 19.82 -16.72 0.000% 13 9.67 -14.87 16.72 -9.67 14.87 -16.72 0.000% 14 0.04 -19.82 19.26 -0.04 19.82 -19.26 0.000% 15 0.04 -14.87 19.26 -0.04 14.87 -19.26 0.000% 16 -9.60 -19.82 16.69 9.60 19.82 -16.69 0.000% 17 -9.60 -14.87 16.69 9.60 14.87 -16.69 0.000% 18 -16.71 -19.82 9.66 16.71 19.82 -9.66 0.000% 19 -16.71 -14.87 9.66 16.71 14.87 -9.66 0.000% 20 -19.36 -19.82 -0.01 19.36 19.82 0.01 0.000% 21 -19.36 -14.87 -0.01 19.36 14.87 0.01 0.000% 22 -16.73 -19.82 -9.80 16.73 19.82 9.80 0.000% 23 -16.73 -14.87 -9.80 16.73 14.87 9.80 0.000% 24 -9.69 -19.82 -16.81 9.69 19.82 16.81 0.000% 25 -9.69 -14.87 -16.81 9.69 14.87 16.81 0.000% 26 0.00 -45.31 0.00 0.00 45.31 0.00 0.000% 27 -0.00 -45.31 -2.24 0.00 45.31 2.24 0.000% 28 1.11 -45.31 -1.94 -1.11 45.31 1.94 0.000% 29 1.93 -45.31 -1.12 -1.93 45.31 1.12 0.000% 30 2.23 -45.31 0.01 -2.23 45.31 -0.01 0.000% 31 1.93 -45.31 1.12 -1.93 45.31 -1.12 0.000% 32 1.12 -45.31 1.93 -1.12 45.31 -1.93 0.000% 33 0.00 -45.31 2.23 -0.00 45.31 -2.23 0.000% 34 -1.11 -45.31 1.93 1.11 45.31 -1.93 0.000% 35 -1.93 -45.31 1.12 1.93 45.31 -1.12 0.000% 36 -2.23 -45.31 -0.00 2.23 45.31 0.00 0.000% 37 -1.93 -45.31 -1.13 1.93 45.31 1.13 0.000% 38 -1.12 -45.31 -1.94 1.12 45.31 1.94 0.000% 39 -0.01 -16.52 -4.50 0.01 16.52 4.50 0.000% 40 2.24 -16.52 -3.90 -2.24 16.52 3.90 0.000% 41 3.89 -16.52 -2.27 -3.89 16.52 2.27 0.000% 42 4.51 -16.52 0.02 -4.51 16.52 -0.02 0.000% 43 3.90 -16.52 2.26 -3.90 16.52 -2.26 0.000% 44 2.25 -16.52 3.89 -2.25 16.52 -3.89 0.000% 45 0.01 -16.52 4.48 -0.01 16.52 -4.48 0.000% 46 -2.24 -16.52 3.88 2.24 16.52 -3.88 0.000% 47 -3.89 -16.52 2.25 3.89 16.52 -2.25 0.000% 48 -4.51 -16.52 -0.00 4.51 16.52 0.00 0.000% 49 -3.89 -16.52 -2.28 3.89 16.52 2.28 0.000% 50 -2.26 -16.52 -3.91 2.26 16.52 3.91 0.000% 51 0.00 -22.17 -3.12 0.00 22.17 3.12 0.000% 52 0.00 -12.51 -3.12 0.00 12.51 3.12 0.000% 53 1.56 -22.17 -2.70 -1.56 22.17 2.70 0.000% 54 1.56 -12.51 -2.70 -1.56 12.51 2.70 0.000% 55 2.70 -22.17 -1.56 -2.70 22.17 1.56 0.000% 56 2.70 -12.51 -1.56 -2.70 12.51 1.56 0.000% 57 3.12 -22.17 0.00 -3.12 22.17 0.00 0.000% 58 3.12 -12.51 0.00 -3.12 12.51 0.00 0.000% 59 2.70 -22.17 1.56 -2.70 22.17 -1.56 0.000% 60 2.70 -12.51 1.56 -2.70 12.51 -1.56 0.000% 61 1.56 -22.17 2.70 -1.56 22.17 -2.70 0.000% 62 1.56 -12.51 2.70 -1.56 12.51 -2.70 0.000% 63 0.00 -22.17 3.12 0.00 22.17 -3.12 0.000% 64 0.00 -12.51 3.12 0.00 12.51 -3.12 0.000% 65 -1.56 -22.17 2.70 1.56 22.17 -2.70 0.000% 66 -1.56 -12.51 2.70 1.56 12.51 -2.70 0.000% 67 -2.70 -22.17 1.56 2.70 22.17 -1.56 0.000% 68 -2.70 -12.51 1.56 2.70 12.51 -1.56 0.000% 69 -3.12 -22.17 0.00 3.12 22.17 0.00 0.000% 70 -3.12 -12.51 0.00 3.12 12.51 0.00 0.000% 71 -2.70 -22.17 -1.56 2.70 22.17 1.56 0.000% 72 -2.70 -12.51 -1.56 2.70 12.51 1.56 0.000% 73 -1.56 -22.17 -2.70 1.56 22.17 2.70 0.000% 74 -1.56 -12.51 -2.70 1.56 12.51 2.70 0.000% tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 26 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00007140 3 Yes 4 0.00000001 0.00004367 4 Yes 5 0.00000001 0.00003231 5 Yes 4 0.00000001 0.00080398 6 Yes 5 0.00000001 0.00003465 7 Yes 4 0.00000001 0.00086207 8 Yes 4 0.00000001 0.00002231 9 Yes 4 0.00000001 0.00001214 10 Yes 5 0.00000001 0.00003389 11 Yes 4 0.00000001 0.00084335 12 Yes 5 0.00000001 0.00003306 13 Yes 4 0.00000001 0.00082274 14 Yes 4 0.00000001 0.00004574 15 Yes 4 0.00000001 0.00002775 16 Yes 5 0.00000001 0.00003393 17 Yes 4 0.00000001 0.00084468 18 Yes 5 0.00000001 0.00003268 19 Yes 4 0.00000001 0.00081365 20 Yes 4 0.00000001 0.00002986 21 Yes 4 0.00000001 0.00001703 22 Yes 5 0.00000001 0.00003355 23 Yes 4 0.00000001 0.00083505 24 Yes 5 0.00000001 0.00003405 25 Yes 4 0.00000001 0.00084716 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00024423 28 Yes 4 0.00000001 0.00025348 29 Yes 4 0.00000001 0.00025514 30 Yes 4 0.00000001 0.00024896 31 Yes 4 0.00000001 0.00025595 32 Yes 4 0.00000001 0.00025401 33 Yes 4 0.00000001 0.00024395 34 Yes 4 0.00000001 0.00024904 35 Yes 4 0.00000001 0.00024882 36 Yes 4 0.00000001 0.00024208 37 Yes 4 0.00000001 0.00024972 38 Yes 4 0.00000001 0.00025024 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00002594 41 Yes 4 0.00000001 0.00003087 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00002863 44 Yes 4 0.00000001 0.00002706 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00002947 47 Yes 4 0.00000001 0.00002628 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00002770 50 Yes 4 0.00000001 0.00002921 51 Yes 4 0.00000001 0.00000001 52 Yes 4 0.00000001 0.00000001 53 Yes 4 0.00000001 0.00002282 54 Yes 4 0.00000001 0.00000001 55 Yes 4 0.00000001 0.00002278 56 Yes 4 0.00000001 0.00000001 57 Yes 4 0.00000001 0.00000001 58 Yes 4 0.00000001 0.00000001 59 Yes 4 0.00000001 0.00002263 60 Yes 4 0.00000001 0.00000001 61 Yes 4 0.00000001 0.00002272 62 Yes 4 0.00000001 0.00000001 63 Yes 4 0.00000001 0.00000001 64 Yes 4 0.00000001 0.00000001 tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 27 65 Yes 4 0.00000001 0.00002248 66 Yes 4 0.00000001 0.00000001 67 Yes 4 0.00000001 0.00002252 68 Yes 4 0.00000001 0.00000001 69 Yes 4 0.00000001 0.00000001 70 Yes 4 0.00000001 0.00000001 71 Yes 4 0.00000001 0.00002267 72 Yes 4 0.00000001 0.00000001 73 Yes 4 0.00000001 0.00002258 74 Yes 4 0.00000001 0.00000001 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 78.5-49.33 6.394 42 0.8008 0.0006 L2 53-0 2.801 42 0.5063 0.0004 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 82.00 742 265 w/Mount Pipe 42 6.394 0.8008 0.0009 18187 73.92 CCISeismic Tower Section 1 -1 42 5.684 0.7464 0.0008 18187 73.00 CCISeismic miscl(mh)Safety 42 5.544 0.7355 0.0008 16534 Line 3/8"From 11 to 78.5(68ft to78ft) 64.33 CCISeismic Tower Section 1 -2 42 4.257 0.6339 0.0007 6417 63.00 CCISeismic miscl(mh)Safety 42 4.070 0.6186 0.0006 5867 Line 3/8"From 11 to 78.5(58ft to68ft) 60.00 SC2-190BB 42 3.662 0.5843 0.0006 4915 59.00 CCISeismic andrew AVA6-50(1- 42 3.530 0.5729 0.0006 4663 1/4)From 8 to 60(58ft to6Oft) 58.00 SC2-190BB 42 3.402 0.5616 0.0006 4436 57.00 RFU-CX-11 42 3.275 0.5504 0.0006 4231 54.33 CCISeismic Tower Section 1 -3 42 2.953 0.5208 0.0005 3840 53.00 CCISeismic miscl(mh)Safety 42 2.801 0.5063 0.0005 3747 Line 3/8"From 11 to 78.5(48ft to58ft) 52.50 CCISeismic andrew LDF2- 42 2.745 0.5008 0.0005 3733 50(3/8)From 8 to 57(48ft to57ft) 51.50 CCISeismic Tower Section 2-1 42 2.636 0.4900 0.0005 3733 45.00 CCISeismic Tower Section 2-2 42 2.005 0.4214 0.0005 4199 43.00 CCISeismic miscl(mh)Safety 42 1.835 0.4008 0.0004 4395 Line 3/8"From 11 to 78.5(38ft to48ft) 36.00 GPS_A 43 1.326 0.3308 0.0004 5249 35.00 CCISeismic Tower Section 2-3 43 1.263 0.3210 0.0004 5399 33.00 CCISeismic miscl(mh)Safety 43 1.144 0.3016 0.0003 5726 Line 3/8"From 11 to 78.5(28ft to38ft) 32.00 CCISeismic andrew LDF4- 43 1.087 0.2920 0.0003 5905 50A(1/2)From 8 to 36(28ft to36ft) 25.00 CCISeismic Tower Section 2-4 43 0.744 0.2258 0.0003 7559 23.00 CCISeismic miscl(mh)Safety 43 0.661 0.2072 0.0002 8216 Line 3/8"From 11 to 78.5(18ft to28ft) 15.00 CCISeismic Tower Section 2-5 43 0.383 0.1341 0.0002 12597 14.50 CCISeismic miscl(mh)Safety 43 0.368 0.1295 0.0002 13032 Line 3/8"From 11 to 78.5(11ft tol 8ft) tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 28 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft 13.00 CCISeismic andrew LDF1- 43 0.324 0.1160 0.0001 14535 50A(1/4)From 8 to 78.5(8ft to18ft) 5.00 CCISeismic Tower Section 2-6 43 0.117 0.0445 0.0001 37792 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Li 78.5-49.33 27.537 8 3.4494 0.0025 L2 53-0 12.061 8 2.1810 0.0017 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 82.00 742 265 w/Mount Pipe 8 27.537 3.4494 0.0040 4241 73.92 CCISeismic Tower Section 1 -1 8 24.481 3.2151 0.0037 4241 73.00 CCISeismic misci(mh)Safety 8 23.876 3.1685 0.0036 3855 Line 3/8"From 11 to 78.5(68ft to78ft) 64.33 CCISeismic Tower Section 1 -2 8 18.334 2.7309 0.0029 1495 63.00 CCISeismic misci(mh)Safety 8 17.528 2.6648 0.0028 1367 Line 3/8"From 11 to 78.5(58ft to68ft) 60.00 SC2-190BB 8 15.769 2.5170 0.0026 1145 59.00 CCISeismic andrew AVA6-50(1- 8 15.204 2.4682 0.0025 1086 1/4)From 8 to 60(58ft to60ft) 58.00 SC2-190BB 8 14.649 2.4196 0.0025 1033 57.00 RFU-CX-11 8 14.106 2.3713 0.0025 985 54.33 CCISeismic Tower Section 1 -3 8 12.717 2.2438 0.0023 894 53.00 CCISeismic misci(mh)Safety 8 12.061 2.1810 0.0023 872 Line 3/8"From 11 to 78.5(48ft to58ft) 52.50 CCISeismic andrew LDF2- 22 11.821 2.1576 0.0023 869 50(3/8)From 8 to 57(48ft to57ft) 51.50 CCISeismic Tower Section 2-1 22 11.352 2.1110 0.0022 869 45.00 CCISeismic Tower Section 2-2 22 8.635 1.8158 0.0019 976 43.00 CCISeismic miscl(mh)Safety 22 7.907 1.7274 0.0018 1022 Line 3/8"From 11 to 78.5(38ft to48ft) 36.00 GPS_A 22 5.714 1.4260 0.0015 1220 35.00 CCISeismic Tower Section 2-3 22 5.442 1.3839 0.0015 1254 33.00 CCISeismic miscl(mh)Safety 22 4.927 1.3003 0.0014 1330 Line 3/8"From 11 to 78.5(28ft to38ft) 32.00 CCISeismic andrew LDF4- 22 4.683 1.2588 0.0014 1372 50A(1/2)From 8 to 36(28ft to36ft) 25.00 CCISeismic Tower Section 2-4 24 3.205 0.9733 0.0011 1755 23.00 CCISeismic misci(mh)Safety 24 2.849 0.8932 0.0010 1908 Line 3/8"From 11 to 78.5(18ft to28ft) 15.00 CCISeismic Tower Section 2-5 24 1.651 0.5779 0.0007 2925 14.50 CCISeismic misci(mh)Safety 24 1.586 0.5584 0.0007 3026 Line 3/8"From 11 to 78.5(11ft to18ft) 13.00 CCISeismic andrew LDF1- 24 1.398 0.5001 0.0006 3375 50A(1/4)From 8 to 78.5(8ft tnxTower Report-version 8.0.4.0 October 08, 2018 78.5 Ft Monopole Tower Structural Analysis CCI BU No 855864 Project Number CN4-226R3/1800030, Order 460514, Revision 0 Page 29 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft tol 8ft) 5.00 CCISeismic Tower Section 2-6 24 0.505 0.1916 0.0002 8775 Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A P„ Oa Ratio No. Pu ft ft ft in2 K K OP, L1 78.5-49.33(1) TP28.012x18.87x0.1875 29.17 0.00 0.0 15.8745 -10.65 1054.59 0.010 L2 49.33-0(2) TP43.1x26.4868x0.3125 53.00 0.00 0.0 42.4398 -19.80 2861.65 0.007 Pole Bending Design Data Section Elevation Size M„x 4Mn. Ratio M„, oMuy Ratio No. Muu M„y ft kip-ft kip-ft ow kip-ft kip-ft 0Mny L1 78.5-49.33(1) TP28.012x18.87x0.1875 333.21 578.93 0.576 0.00 578.93 0.000 L2 49.33-0(2) TP43.1x26.4868x0.3125 1277.30 2519.22 0.507 0.00 2519.22 0.000 Pole Shear Design Data Section Elevation Size Actual dVu Ratio Actual $Tn Ratio No. V„ V„ T, Tu ft K K qV„ kip-ft kip-ft OT„ L1 78.5-49.33(1) TP28.012x18.87x0.1875 16.21 527.30 0.031 0.02 1160.51 0.000 L2 49.33-0(2) TP43.1x26.4868x0.3125 19.41 1430.82 0.014 0.21 5050.15 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pu Mux Muy V„ Tu Stress Stress ft OPn OMuu OMny ¢V„ OTu Ratio Ratio L1 78.5-49.33(1) 0.010 0.576 0.000 0.031 0.000 0.587 1.000 4.8.2 L2 49.33-0(2) 0.007 0.507 0.000 0.014 0.000 0.514 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPa„ow % Pass No. ft Type Element K K Capacity Fail L1 78.5-49.33 Pole TP28.012x18.87x0.1875 1 -10.65 1054.59 58.7 Pass L2 49.33-0 Pole TP43.1x26.4868x0.3125 2 -19.80 2861.65 51.4 Pass Summary Pole(L1) 58.7 Pass RATING= 58.7 Pass tnxTower Report-version 8.0.4.0 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.4.0 iCLIMBING PEGS W/ SAFETY CLIMB • (PROPOSED EQUIPMENT CONFIGURATION) i (1) 1/2"TO 36 FT LEVEL / (OTHER CONSIDERED EQUIPMENT) (1) 1/4"TO 82 FT LEVEL / (2) 3/8"TO 82 FT LEVEL (1) 1/2'TO 60 FT LEVEL (3) 3/4"TO 82 FT LEVEL / )11‘ (1) 3/8*TO 57 FT LEVEL (6) 7/8'TO 82 FT LEVEL •�I // / —�' \ \\ • ', (1))1�1%4TT60 FT LEVEL FT L (6) 1-5/8'TO 82 FT LEVEL •_ •• / / \ \ . � / �• I I N \ 1 o "o I I / / \ \\ \N Jam/ // \ / \ / ��_—iii BUSINESS UNIT:855864 TOWER ID:C_BPSELEVEL APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.4.0 Monopole Base Plate Connection CROWN CASTLE Site Info BU# 855864 Site Name .cholls Ferry Beef Ben. Order# 460514 Rev.0 Analysis Considerations 0 TIA-222 Revision Grout Considered: No lar(in) 0.875 Eta Factor,rl 0.5 Applied Loads Moment(kip-ft) 1277.30 Axial Force(kips) 19.80 Shear Force(kips) 19.41 Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (12)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 50"BC Pu_c=103.75 4Pn_t=260 Stress Rating Vu=1.62 41Vn=n/a 41.1% Base Plate Data Mu=n/a 4Mn=n/a Pass 56"OD x 2.5"Plate(A633-Gr E;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 13.16 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 24.4% Pass Pole Data 43.1"x 0.3125"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-version 3.3.1 Analysis Date:10/8/2018 Pier and Pad Foundation CROWN BU#: 855864 CASTLE Site Name: Scholls Ferry Beef App. Number: 460514 Rev. 0 TIA-222 Revision: G Tower Type: Monopole Block Foundation?: l Superstructure Analysis Reactions Foundation Analysis Checks Compression,Pcomp: 19.8 kips Capacity Demand Rating Check Base Shear,Vu_comp: 19.41 kips Lateral(Sliding)(kips) 255.44 19.41 7.6% Pass Bearing Pressure(ksf) 12.00 5.07 42.2% Pass Moment,Mo: 1277.3 ft-kips Overturning(kip*ft) 3176.55 1583.21 49.8% Pass Tower Height,H: 78.5 ft Pier Flexure(Comp.)(kip*ft) 2059.72 1539.34 74.7% Pass BP Dist.Above Fdn,bpd;st: 3.125 in Pier Compression(kip) 14201.33 74.02 0.5% Pass Pad Flexure(kip*ft) 1196.34 661.70 55.3% Pass Pad Shear-I-way(kips) 288.59 220.61 76.4% Pass Pier Properties Pad Shear-2-way(Comp)(ksi) 0.190 0.000 0.0% Pass Pier Shape: Circular Pier Diameter,dpier: 5.33 ft Ext.Above Grade,E: 0.5 ft Pier Rebar Size,Sc: 8 Pier Rebar Quantity,mc: 21 Pier Tie/Spiral Size,St: 3 Soil Rating: 49.8% Pier Tie/Spiral Quantity,mt: 10 Structural Rating: 76.4% Pier Reinforcement Type: Tie Pier Clear Cover,ccp1er: 3 in Pad Properties Depth,D: 15 ft Pad Width,W: 13 ft Pad Thickness,T: 2 ft Pad Rebar Size,Sp: 8 Pad Rebar Quantity,mp: 18 Pad Clear Cover,ccPad. 3 in Material Properties Rebar Grade,Fy: 60000 psi Concrete Compressive Strength,Pc: 4000 psi Dry Concrete Density, &c: 150 Pcf Soil Properties Total Soil Unit Weight,y: 110 pcf Ultimate Gross Bearing,Qult: 16.000 ksf <--Toggle between Gross and Net Cohesion,Cu: 0.000 ksf Friction Angle,co: 28 degrees SPT Blow Count,Nbiows: Base Friction, Neglected Depth,N: 2.60 ft Foundation Bearing on Rock? No Groundwater Depth,gw: n/a ft Seismic Design Category: D Version 3.0.2 CROWN BU: 855864 • WO: 1643070 Structure: A ,0 CASTLE Order: 460514 Rev: Location Decimal Degrees Deg Min Sec Lat: 45.425558 + 45 25 32.01 Long: -122.852092 - 122 51 7.53 Code and Site Parameters Seismic Design Code: ASCE 7-10 Site Soil: D Stiff Soil(Default) Risk Category: II USGS Seismic Reference Ss: 0.9560 g Si: 0.4250 g TL: 16 s Seismic Design Category Determination Importance Factor,le: 1 Acceleration-based site coefficient,Fa: 1.1176 Velocity-based site coefficient,F,,: 1.5750 Design spectral response acceleration short period,Sps: 0.7123 g Design spectral response acceleration 1 s period,SDI,: 0.4463 g Seismic Design Category Based on Sps: D Seismic Design Category Based on Sni: D Seismic Design Category Based on Si: N/A Controlling Seismic Design Category:EFSi17,4 AIL+w-zI CCISeismic 3.2.2 Page 1 Analysis Date: 10/8/2018 CROWN BU: 855864 Structure: A WO: 1643070 CASTLE Order: 460514 Rev: Tower Details Tower Type: Tapered Monopole Height,h: 78 ft Effective Seismic Weight,W: 16.51 kips Seismic Base Shear Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,W,,: 7.90458 kips WL: 8.607467909 kips E: 29000.0 ksi g: 386.088 in/s2 Average Moment of Inertia,lave: 3869.307311 in4 Fa: 0.635654631 hz Approximate Fundamental Period Monopole,Ta: 1.5732 s Seismic Response Coefficient,C, 0.4749 12.8-2 Seismic Response Coefficient Max 1,Csma, 0.1891 12.8-3 Seismic Response Coefficient Max 2,Csma, N/A 12.8-4 Seismic Response Coefficient Min 1,Csmin 0.0313 15.4-1 Seismic Response Coefficient Min 2,Csmin N/A 15.4-2 Controlling Seismic Response Coefficient,CSC 0.1891 Seismic Base Shear,V iM4, kips 12.8-1 Vertical Distribution Factors Period Related Exponent,k: 1.537 12.8-12 Sum of w;h;k 8231.07 12.8-12 CCISeismic 3.22 Page 2 Analysis Date: 10/8/2018 Tower Section Loads Section Section Length Top Height Mid Height,h' w,h"° C,, F„n F�Number Weight,w, ® 10.00 =333=MEM 0.4683 281.36 0.0342 0.1067 0.0667 ® 10.00 MEDEEMIESSMIIIICENI111111=1111 0.0299 2-1 111111EMINIEMMINIMENI 0.2698 ® 0.0140 0.0437 0.0384 ® 10.00 50.00 45.00 0.9680 335.89 0.0408 MEM 0.1379 ® 10.00 40.00 = 1.0738 WM= 0.0308 0.0961 0.1530 2-4 10.00 30.00 11113111.1.31MM 165.88 MO= 0.0629 0.1680 ® IIIICEMIM ® 1.2954 MEM 0.0100 ®•1011111 ® 10.00 10.00 gm= 1.3912 MEM= 0.0020 ,0.0063 0.1982 Sum TE 1774.84 CCISeismic 3.2.2 Page 3 Analysis Date: 10/8/2018 Discrete Loads Name h, w„ w„h„° C„„ F,,, F,,, kathrein 742 265 w/Mount Pipe 82.00 0.0800 69.80 0.0085 0.0265 0.0114 kathrein 742 265 w/Mount Pipe 82.00 0.0800 69.80 0.0085 0.0265 0.0114 kathrein 742 265 w/Mount Pipe 82.00 0.0800 69.80 0.0085 0.0265 0.0114 kathrein AP14/17-880/1940/065D/ADT/XXP w/Mount Pipe 82.00 0.0600 52.35 0.0064 0.0199 0.0085 kathrein AP14/17-880/1940/065D/ADT/XXP w/Mount Pipe 82.00 0.0600 52.35 0.0064 0.0199 0.0085 kathrein AP14/17-880/1940/065D/ADT/XXP w/Mount Pipe 82.00 0.0600 52.35 0.0064 0.0199 0.0085 (2)ericsson KRY 112 13/1 82.00 0.0079 6.93 0.0008 0.0026 0.0011 (2)ericsson KRY 112 13/1 82.00 0.0079 6.93 0.0008 0.0026 0.0011 (2)powerwave technologies LGP21401 82.00 0.0200 17.45 0.0021 0.0066 0.0028 (2)powerwave technologies LGP21401 82.00 0.0200 17.45 0.0021 0.0066 0.0028 (2)powerwave technologies 1T19-08BP111-001 82.00 0.0400 34.90 0.0042 0.0132 0.0057 raycap DC6-48-60-18-8F 82.00 0.0200 17.45 0.0021 0.0066 0.0028 tower mounts(cci)Platform Mount[LP 1001-1] 82.00 3.0170 2632.23 0.3198 0.9986. 0.4298 tower mounts(cci)Miscellaneous[NA 510-1) 82.00 0.2557 223.09 0.0271 0.0846 0.0364 (2)kathrein 80010966 w/Mount Pipe 82.00 0.3000 261.74 0.0318 0.0993 0.0427 (2)kathrein 80010966 w/Mount Pipe 82.00 0.3000 261.74 0.0318 0.0993 0.0427 (2)kathrein 80010966 4 Mount Pipe 82.00 0.3000 261.74 0.0318 0.0993 0.0427 nokia AHCA_CCIV2 82.00 0.0400 34.90 0.0042 0.0132 0.0057 nokia AHCA_CCIV2 82.00 0.0400 34.90 0.0042 0.0132 0.0057 nokia AHCA_CCIV2 82.00 0.0400 34.90 0.0042 0.0132 0.0057 nokia AHFIB 82.00 0.0900 78.52 0.0095 0.0298 0.0128 nokia AHFIB 82.00 0.0900 78.52 0.0095 0.0298 0.0128 nokia AHFIB 82.00 0.0900 78.52 0.0095 0.0298 0.0128 nokia AHLBA 82.00 0.1000 87.25 0.0106 0.0331 0.0142 nokia AHLBA 82.00 0.1000 87.25 0.0106 0.0331 0.0142 nokia AHLBA 82.00 0.1000 87.25 0,0106 0.0331 0.0142 (2)powerwave technologies LGP 21403 82.00 0.0400 34.90 0.0042 0.0132 0.0057 (2)powerwave technologies LGP 21403 82.00 0.0400 34.90 0.0042 0.0132 0.0057 (2)powerwave technologies LOP 21403 82.00 0.0400 34.90 0.0042 0.0132 0.0057 powerwave technologies LGP21401 82.00 0.0100 8.72 0.0011 0.0033 0.0014 powerwave technologies LGP21401 82.00 0.0100 8.72 0.0011 0.0033 0.0014 raycap DC6-48-60-18-8F 82.00 0.0200 17.45 0.0021 0.0066 0.0028 antel BXA-70063/8CFw/Mount Pipe 60.00 0.0600 32.39 0.0039 0.0123 0.0085 antel BXA-70063/8CF w/Mount Pipe 60.00 0.0600 32.39 0.0039 0.0123 0.0085 antel BXA-70063/8CF IN/Mount Pipe 60.00 0.0600 32.39 0.0039 0.0123 0.0085 css AXP18-80-0 w/Mount Pipe 60.00 0.0400 21.59 0.0026 0.0082 0.0057 css AXP18-80-0 w/Mount Pipe 60.00 0.0400 21.59 0.0026 0.0082 0.0057 css AXP18-80-0 w/Mount Pipe 60.00 0.0400 21.59 0.0026 0.0082 0.0057 antel BXA-80080/8CF w/Mount Pipe 60.00 0.0700 37.79 0.0046 0.0143 0.0100 ante)BXA-80080/8CF w/Mount Pipe 60.00 0.0600 32.39 0.0039 0.0123 0.0085 antel BXA-80080/8CF w/Mount Pipe 60.00 0.0600 32.39 0.0039 0.0123 0.0085 css XP18-80-0 w/Mount Pipe 60.00 0.0500 26.99 0.0033 0.0102 0.0071 css XP18-80-0 w/Mount Pipe 60.00 0.0500 26.99 0.0033 0.0102 0.0071 css XP18-80-0 w/Mount Pipe 60.00 0.0500 26.99 0.0033 0.0102 0.0071 rosenberger leoni FB-15-ABOX 60.00 0.0100 5.40 0.0007 0.0020 0.0014 rosenberger leoni FB-15-ABOX 60.00 0.0100 5.40 0.0007 0.0020 0.0014 rosenberger leoni FB-15-ABOX 60.00 0.0100 5.40 0.0007 0.0020 0.0014 raycap RCMDC-3315-PF-48 60.00 0.0300 16.20 0.0020 0.0061 0.0043 (2)andrew 850/1900 DB TMA 60.00 0.0600 32.39 0.0039 0.0123 0.0085 (2)andrew 850/1900 DB TMA 60.00 0.0600 32.39 0.0039 0.0123 0.0085 (2)andrew 850/1900 DB TMA 60.00 0.0600 32.39 0.0039 0.0123 0.0085 ericsson RRUS 12 84 60.00 0.0500 26.99 0.0033 0.0102 0.0071 ericsson RRUS 12 B4 60.00 0.0500 26.99 0.0033 0.0102 0.0071 ericsson RRUS 12 84 60.00 0.0500 26.99 0.0033 0.0102 0.0071 tower mounts(cci)4'x 2"Pipe Mount 60.00 0.0300 16.20 0.0020 0.0061 0.0043 tower mounts(cci)4'x 2"Pipe Mount 60.00 0.0300 16.20 0.0020 0.0061 0.0043 tower mounts(cci)4'x 2"Pipe Mount 60.00 0.0300 16.20 0.0020 0.0061 0.0043 tower mounts(cci)T-Arm Mount[TA 701-3] 60.00 1.0920 589.54 0.0716 0.2236 0.1556 tower mounts(cci)6'x 2"Mount Pipe 60.00 0.0200 10.80 0.0013 0.0041 0.0028 ceragon 8FU-CX-11 57.00 0.0090 4.49 0.0005 0.0017 0.0013 tower mounts(cci)Pipe Mount[PM 601-1] 57.00 0.0650 32.43 0.0039 0.0123 0.0093 gps GPS_A 36.00 0.0009 0.21 0.0000 0.0001 0.0001 tower mounts(cci)Side Arm Mount[SO 701-1] 36.00 0.0650 16.01 0.0019 0.0061 0.0093 rfs celwave SC2-19058 60.00 0.0200 10.80 0.0013 0.0041 0.0028 rfs celwave SC2-19088 57.00 0.0200 9.98 0.0012 0.0038 0.0028 Sum 7.9704 6128.59 CCISeismic 3.2.2 Page 4 Analysis Date: 10/8/2018 Linear Load_ Name Start Height End Height h, w„ w,h," C„, F,n F,.,, miscl(mh)Safety Line 3/8"From 11 to 78.5 68.00 78.00 73.00 0.0022 1.61 0.0002 0,0006 0.0003 miscl(mh)Safety Line 3/8"From 11 to 78.5 58.00 68.00 63.00 0.0022 1.28 0.0002 0.0005 0.0003 miscl(mh)Safety Line 3/8"From 11 to 78.5 48.00 58.00 53.00 0.0022 0.98 0.0001 0.0004 0.0003 miscl(mh)Safety Line 3/3"From 11 to 78.5 38.00 48.00 43.00 0.0022 0.71 0.0001 0.0003 0.0003 miscl(mh)Safety Line 3/8".From 11 to 78.5 28.00 38.00 33.00 0.0022 0.47 0.0001 0.0002 0.0003 miscl(mh)Safety Line 3/8"From 11 to 78.5 18.00 28.00 23.00 0.0022 0.27 0.0000 0.0001 0.0003 miscl(mh)Safety Line 3/8°From 11 to 78.5 11.00 18.00 14.50 0.0015 0.09 0.0000 0.0000 0.0002 Step Pegs From 11 to 78.5 68.00 78.00 73.00 0.0180 13.16 0.0016 0.0050 0.0026 Step Pegs From 11 to 78.5 58.00 68.00 63.00 0.0180 10.50 0.0013 0.0040 0.0026 Step Pegs From 11 to 78.5 48.00 58.00 53.00 0.0180 8.05 0.0010 0.0031 0.0026 Step Pegs From 11 to 78.5. 38.00 48.00 43.00 0.0180 5.84 0.0007 0.0022 0.0026 Step Pegs From 11 to 78.5 28.00 38.00 33.00 0.0180 3.89 0.0005 0.0015 0.0026 Step Pegs From 11 to 78.5 18.00 28.00 23.00 0.0180 2.23 0.0003 0.0008 0.0026 Step Pegs From 11 to 78.5 11.00 18.00 14.50 0.0126 0.77 0.0001 0.0003 0.0018 andrew L0F1-50A(1/4)From 8 to 78.5 68.00 78.00 73.00 0.0006 0,44 0.0001 0.0002 0.0001 andrew LOF1-50A(1/4)From 8 to 78.5 58.00 68.00 63.00 0.0006 0.35 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4)From 8 to 78.5 48.00 58.00 53.00 0.0006 0.27 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4)From 8 to 78.5 38.00 48.00 43.00 0.0006 0.19 0.0000 0.0001 0.0001 andrew LDF1-50A(1/4)From 8 to 78.5 28.00 38.00 33.00 0.0006 0.13 0.0000 0.0000 0.0001 andrew LOF1-50A(1/4)From 8 to 78.5 18.00 28.00 23.00 0.0006 0.07 0.0000 0.0000 0.0001 andrew LDF1-50A(1/4)From 8 to 78.5 8.00 18.00 13.00 0.0006 0.03 0.0000 0.0000 0.0001 (6)andrew LDF5-50A(7/8)From 8 to 78.5 68.00 78.00 73.00 0.0198 14.45 0,0018 0.0055 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 58.00 .68.00 63.00 0.0198 11.52 0.0014 0.0044 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 48.00 58.00 53.00 0.0198 8.83 0.0011 0.0034 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 38.00 48.00 43.00 0.0198 6.41 0.0008 0.0024 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 28.00 38.00 33.00 0.0198 4.27 0.0005 0.0016 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 18.00 28.00 23.00 0.0198 2.45 0.0003 0.0009 0.0028 (6)andrew LDF5-50A(7/8)From 8 to 78.5 8.00 18,00 13.00 0.0198 1.02 0.0001 0.0004 0.0028 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 68.00 78.00 73.00 0.0492 35.90 0.0044 0.0136 0.0070 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 58.00 68.00 63.00 0.0492 28.63 0.0035 0.0109 0.0070 (6)andrew.LDF7-50A(1.5/8)From 8 to 78.5 48.00 58.00 53.00 0.0492 21.95 0.0027 0.0083 0.0070 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 38.00 48.00 43.00 0.0492 15.92 0.0019 0.0060 0.0070 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 28.00 38.00 33.00 0.0492 10.60 0.0013 0.0040 0.0070 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 18.00 28.00 23.00 0.0492 6.09 0.0007 0.0023 0.0070 (6)andrew LDF7-50A(1-5/8)From 8 to 78.5 8.00 18.00 13.00. 0.0492 2.53 0.0003 0.0010 0.0070 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 68.00 78.00 73.00 0.0006 0.47 0.0001 0.0002 0.0001 rosenberger leoni FB-1988-002-XXX(3/8)From 8to 78.5 58.00 68.00 63.00 0.0006 0.38 0.0000 0.0001 0.0001 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 48.00 58.00 53.00 0.0006 0.29 0.0000 0.0001 0.0001 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 38.00 48.00 43.00 0.0006 0.21 0.0000 0.0001 0.0001 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 28.00 38.00 33.00 0.0006 0.14 0.0000 0,0001 0.0001 rosenberger leoni FB-L988-002-XXX(3/8)From 8 to 78.5 18.00 28.00 23.00 0.0006 0.08 0.0000 0.0000 0.0001 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 8.00 18.00 13.00 0.0006 0.03 0.0000 0.0000 0.0001 (2)rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 68.00 78.00 73.00 0.0117 8.52 0.0010 0.0032 0.0017 (2)rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 58.00 68.00 63.00 0.0117 6.80 0.0008 0.0026 0.0017 (2)rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 48.00 58.00. 53.00 ' .0.0117 5.21 0.0006 0.0020 0.0017 (2)rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 38.00 48.00 43.00 0.0117 3.78 0.0005 0.0014 0.0017 (2)rosenberger leoni WR-VG86ST-8RD(3/4)From 8 to 78.5 28.00 38.00 33.00 0.0117 2.52 0.0003 0.0010 0.0017 (2)rosenberger leoni 1VR-VG86ST-BRD(3/4)From 8 to 78.5 18.00 28.00 23.00 0.0117 1.44 0.0002 0.0005 0.0017 (2)rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 8.00 18.00 13.00 0.0117 0.60 0.0001 0.0002 0.0017 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 68.00 78.00 73.00 0.0006 0.47 0.0001 0.0002 0.0001 rosenberger leoni FB-L988-002-XXX(3/8)From 8 to 78.5 58.00 68.00 63.00 0.0006 0.38 0.0000 0.0001. 0.0001 rosenberger leoni FB-L98B-002-XXX(3/8)From 8 to 78.5 48.00 58.00 53.00 0.0006 0.29 0.0000 0.0001 0.0001 rosenberger leoni FB-L9813-002-XXX(3/8)From 8 to 78.5 38.00 48.00 43.00 0.0006 0.21 0.0000 0.0001 0.0001 rosenberger leoni FB-L9813-002-XXX(3/8)From 8 to 78.5 28.00 38.00 33.00 0.0006 0.14 0.0000 i 0.0001 0,0001 rosenberger leoni FB-L988-002-XXX(3/8)From 8 to 78.5 18.00 28.00 23.00 0.0006 0.08 0.0000 0.0000 0.0001 rosenberger Ieoni FB-198B-002-XXX(3/8)From 8 to 78.5 8.00 18.00 13.00 0.0006 0.03 0.0000 0.0000 0.0001 rosenberger leoni WR-VG865T-BRD(3/4)From 8 to 78.5 68.00 78.00 73.00 0.0058 4.26 0.0005 0.0016 0.0008 rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 58.00 68.00 63.00 0.0058 3.40 0.0004 0.0013 0.0008 rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78,5 48.00 58.00 53.00 0.0058 2.61 0.0003 0.0010 0.0008 rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 38.00 48.00 43.00 0.0058 1.89 0.0002 0.0007 0.0008 rosenberger leoni WR-VG86ST-8RD(3/4)From 8 to 78.5 28.00 38.00 33.00 0.0058 1.26 0.0002 0.0005 0.0008 rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 18.00 28.00 23.00 0.0058 0.72 0.0001 0.0003 0.0008 rosenberger leoni WR-VG86ST-BRD(3/4)From 8 to 78.5 8.00 18.00 13.00 0.0058 0.30 0.0000 0.0001 0.0008 andrew AVA6-50(1-1/4)From 8 to 60 58.00 60.00 59.00 0.0009 0.48 0.0001 0.0002 0.0001 andrew AVA6-50(1-1/4)From 8 to 60 48.00 58.00 53.00 0.0046 2.05 0.0002 0.0008 0.0007 andrew AVA6-50(1-1/4)From 8 to 60 38.00 48.00 43.00 0.0046 1.49 0.0002 0.0006 0.0007 andrew AVA6-50(1-1/4)From 8 to 60 28.00 38.00 33.00 0.0046 0.99 0.0001 0.0004 0.0007 andrew AVA6-50(1-1/4)From 8 to 60 18.00 28.00 23.00 0.0046 0.57 0.0001 0.0002 0.0007 andrew AVA6-50(1-1/4)From 8 to 60 8.00 18.00 13.00 0.0046 0.24 0.0000 0.0001 0.0007 (12)andrew LDF5-50A(7/8)From 8 to 60 58.00 60.00 59.00 0.0079 4.17 0.0005 0.0016 0.0011 (12)andrew LDF5-50A(7/8)From 8 to 60 48.00 58.00 53.00 0.0396 17.67 0.0021 0,0067 0.0056 (12)andrew LDF5-50A)7/8)From 8 to 60 38.00 48.00 43.00 0.0396 12.81 0.0016 0.0049 0.0056 (12)andrew LDF5-50A(7/8)From 8 to 60 28.00 38.00 33.00 0.0396 8.53 0.0010 0.0032 0.0056 (12)andrew LDF5-50A)7/6)From 8 to 60 18.00 28.00 23.00 0.0396 4.90 0.0006 0.0019 0.0056 (12)andrew LDF5-500(7/8)From 8 to 60 8.00 18.00 13.00 0.0396 2.04 0.0002 0.0008 0.0056 rfs celwave LCF12-501(1/2)From 8 to 60 58.00 60.00 59.00 i 0.0003 0.16 0.0000 0.0001 0.0000 rfs celwave LCF12-50J(1/2)From 8 to 60 48.00 58.00 53.00 0.0015 0.67 0.0001 0.0003 0.0002 rfs celwave LC112-501(1/2)From 8 to 60 38.00 48.00 43.00 i 0.0015 0.49 0.0001 0.0002 0.0002 rfs celwave LCF12-501(1/2)From 8 to 60 28.00 38.00 33.00 0,0015 0.32 0.0000 0.0001 0.0002 rfs celwave LCF12-501(1/2)From 8 to 60 18.00 28.00 23.00 0.0015 i 0.19 0.0000 0.0001 0.0002 rfs celwave LCF12-501(1/2)From 8 to 60 8.00 18.00 13.00 0.0015 0.08 0.0000 0.0000 0.0002 CCISeismic 3.2.2 Page 5 Analysis Date: 10/8/2018 andrew LDF2-50(3/8)From 8 to 57 48.00 57.00 52.50 0.0007 0.32 0.0000 0.0001 0.0001 andrew 10F2-50(3/8)From 8 to 57 38.00 48.00 43.00 0.0008 0.26 0.0000 0.0001 0.0001 andrew LDF2-50(3/8)From 8 to 57 28.00 38.00 33.00 0.0008 0.17 0.0000 0.0001 0.0001 andrew LDF2-50(3/8)From 8 to 57 18.00 28.00 23.00 0.0008 0.10 0.0000 0.0000 0.0001 andrew LDF2-50(3/8)From 8 to 57 8.00 18.00 13.00 0.0008 0.04 0.0000 0.0000 0.0001 andrew LDF4-50A(1/2)From 8 to 36 28.00 36.00 32.00 0.0012 0.25 0.0000 0.0001 0.0002 andrew LDF4-50A(1/2)From 8 to 36 18.00 28.00 23.00 0.0015 0.19 0.0000 0.0001 0.0002 andrew LDF4-50A(1/2)From 8 to 36 8.00 18.00 13.00 0.0015 0.08 0.0000 0.0000 0.0002 Sum 1.0002 327.64 CCISeismic 3.2.2 Page 6 Analysis Date: 10/8/2018 , A B.U.#855864 120 723' OREGON 4r / l_for .d. ., izr $21" 120' 71 fl• i fir 117' 46* Nossi., re •<7 A0. I 1 HOOD MULTNOMAH RpiEft 11 ii A 3.5,34.Sife. . -1.'''.c- : :,.•-• UMATILLA ' : ........... :01.79:41..;,S;;V*;.,i..,:.,,....,.. ,...,,,,c-_,-';‘);;;•::.,. . ,_, .,,-.-.. - :-::,-.'_-: .-;..... . 40 , WALLOWA ''''' .4trr''.....f.,'-'2.•;1,•:.'..;..ir .0.0w it- 11111, .1L1- ..... MOH )0, filie.5."‘::; CIACKAAMS ill n ihi 45. 411 WARCO r i aii naimil 45* r $POUC .4;4'.'......•"..ONT4k3 kg:AB 5 '. '! MASK) . 1. ,*..s..K.,..w.,01 . —, ,,,,. •;.0;-,W i r et 1 4;0 N'AiKi'itit-m. JeFFFIS004 mil! 41.c- II I 4.,5 II MO BAKER E=1.1 .:-..54.441.1mr I ,,„. CliRagr :•-:„.:-,1 CROOK 44. Wagei--:.:a.61".:75. ; . ;;; a ams ill Int jirie IL r, ,,,.,,,.. ,:„:„:„.„,,z,:, iki IL2.4-'• ;-.3"-3;-::;;;';':' oEsoure711111111111 pm. iitsip,;.t".." E.,,,,w.,..., -4, ..:),.....,:„.2„......,5,..,..4 ,...,..4...„...., Li I A-A woo' Iblee'40$1como$.1:AW0:40:40•-,:::::..•:,r.::11111inum gum.1 Ritr'T .f.::14,30.3S tr.4:.S1 ;:'. -.-;. 1 ;,,:, ..,,.. .f.p, .... ....,,,_150;:,..,. .5:. -' :.'' - ' , ,•,. 001,)434.14$:::*:::::'...:7;. :-..21'-',--••: k COOS i. IS-, ,..:,........,. ,.:St....,x-...- :... 43' lik ..,-,,%.- 4. d*:ifia:,,k14: '::- ::.• KALHEuR 43' ' 1940:040 -ims4 ., _.. _ _,,Arg.,2.51,05. ...0:'•g.•t„,,-':?]:j r. vny''.1: -116414/44Allia 1 -- 111 111111 MIN . . „....,... . . ......,..,t,..,:,,...,..„.,...„......,...:._ CUR I S.; 5.„..1-...:::„.........,,,:„.„.......: - IIIII „sr it . . .:::;.,4::::::::., 42^ • = '4.0N0412&-"Al ''... :';:::::4-1":?': ''':.'i:f III 42i 724' ;?3.; 127 12f. 120' ?le* 'lir 135 I. All arras with full exposure to ocean winds shall be designed 105 mph areas. Z. Areas in'Multnomah and Hood River Counlics wi;h ruti exposure to C'olitmbin River(Jorge winds.shall he tiviigne41494.mph areas 135 135 222445-mph effil4inph 120 ED126'mph 110 r.S]' 1 mitt err 17.1ur-0.44.mf FIGURE i GOA -' - ; - "-" •' 4l*i44SPEfH4e4fl 11 knr") ULTIMATE DESIGN WIND SPEED V FOR RISK CATEGEORY II c___ULT BUILIDINGS AND OTHER STRUCTURES Figure 1609 A 8 , N ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-10 Elevation: 340.27 ft (NAVD 88) No Address at This Risk Category: II Latitude: 45.425558 Location Soil Class: D - Stiff Soil Longitude: -122.852092 ;, -r i; \-1-40,..-- F ` ti a ; ; , - .. ,...x- ..,,4.,-..Mk ®°—ywY�. 111:: a,e '.:-.4:1* 7,,, 1 i 'vw r "iy F ST n ."6 I.. Tu ' L � �. � ti 1 r,. .�^'�* t % Wind Results: Wind Speed: 110 Vmph Per Oregon 2014 Wind Map,wind speed of 120 mph is used in the analysis 10-year MRI 72 Vmph 25-year MRI 79 Vmph 50-year MRI 85 Vmph 100-year MRI 91 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Mon Oct 08 2018 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 7-10 Standard. Wind speeds correspond to approximately a 7%probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 3 Mon Oct 08 2018 AsCE. AMERICAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: D -Stiff Soil Results: Ss : 0.956 Sos : 0.712 S1 : 0.425 SEM : 0.446 Fa : 1.118 TL : 16.000 F, : 1.575 PGA : 0.420 SMs : 1.068 PGA M : 0.454 SMI : 0.669 FPGA : 1.080 le : 1 Seismic Design Category D 90 MCER Response Spectrum D 75 Design Response Spectrum 070 .00 0.65 .80 0.60 .80 0.55 70 0.50 0.45 .60 0.40 .50 0.35 .40 0.30 0.25 .30 0.20 'l Qt fl '� '7. ",w S+ To ". 4. g O O 5 `L ca `l 4b of 4 'z `t, "a :'* 5 co A. g D p ti� p c°B. C C- N.- N.- N.- A- N.- ti- ti- ti- ti- O- p L Q. C. �. ti. �. ,. ti. ti. ti. (V 6' p' p' O' Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Mon Oct 08 2018 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Mon Oct 08 2018 AsCE. AMERICAN SOCIETY OE CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Date Accessed: Mon Oct 08 2018 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 50-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. 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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. httos://asce7hazardtool.online/ Page 3 of 3 Mon Oct 08 2018