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SIF APR 1 1 2018 CITY OF f IUA $7 AMERICAN TOWER SIJILD!NG DR/SV CORPORATION This report was prepared for American Tower Corporation by cLs Structural Analysis Report Structure : 97.3 ft Monopole ATC Site Name : PORQ Sandburg OR, OR ATC Site Number 414382 REVTQ Engineering Number : OAA716424 C3 03 Proposed Carrier : Verizon Wireless Carrier Site Name : SANDBURG -A ( 'y ` I gain O Carrier Site Number : Sandburg OR oT Plans Site Location 6900 SW F.1 4 °,Sandburg St. Tigard, OR 97223-8008 45.420300,-122.747200 OFFICE COPY County : Washington Date : March 21, 2018 Max Usage : 66% PROp- Result : Pass �N i N F �so� o; 91906P ILr Prepared By: Reviewed By: EGO dr- Ahmed Asadullah Sayeed U CIS •A}.z riroa201 �Q- FR M. 130-Digitally signed EXPIRES:12/31/2019 by Tyler M. Tyler M.Barker CLS #•Director of Engineering Ba rke r PE 91906PE Exp.12/31/2019 Date:2018.03.23 11:26:20-04'00' CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Eng. Number 0AA716424_C3_03 CLS March 21, 2018 Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed , 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Eng. Number OAA716424_C3_03 CLS March 21, 2018 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 97.3 ft monopole to reflect the change in loading by Verizon Wireless. Supporting Documents Tower Drawings Mapping by TMS Report#32815,dated October 15,2015 Foundation Drawing Mapping by TPS Report#TPS-OR-382,dated October 10,2015 Geotechnical Report Geotel Report#E15-478,dated October 13,2015 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph(3-Second Gust,Vasa)/110 mph(3-Second Gust,Vuit) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1"radial ice concurrent Code: ANSI/TIA-222-G/2012 IBC/2014 Oregon Structural Specialty Code Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.97,S1=0.42 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name,site number,and engineering number in the subject line for any questions. CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgrouo.com Eng. Number 0AA716424_C3_03 I C LS March 21, 2018 Page 2 Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 1 Procom CXL 900-3LW 0 90.0 1 Generic 5"x 3"x 2"Cavity Filter Side Arms (1)1/2"Coax Sigfox S.A. 1 Generic Low Noise Amplifier 97.0 6 Swedcom SP 9014-DIN Sprint Nextel Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD No loading considered as to be removed Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 2 Alcatel-Lucent 9500 MPR(ODU) 3 Raycap DC6-48-60-18-8F(32.8 lbs) 9 Ericsson Radio 22212 Band 13,66A,2, (3)1.49"Hybrid 5 variants 60.0 60.0 3 Ericsson RRUS 32 B2 Low Profile Platform (6)15/8"Coax Verizon Wireless 1 RFS SC2-190B6 (1)0.24"Cat 5e 3 CSS X7C-480 6 JMA Wireless MX08FIT845-02 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. CLS Group • 1250 Benson Road,Garner,NC 27529 ■ Office:(405)348-5460 • Fax:(405)341-6334 • www.clseroup.com Eng. Number OAA716424_C3_03 n C LS`, March 21, 2018 Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 66% Pass Shaft 33% Pass Base Plate 24% Pass Flanges 15% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment(Kips-Ft) 364.6 10% Axial (Kips) 28.1 7% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway(Rotation) Elevation (ft) Antenna Carrier (ft) (,) Alcatel-Lucent 9500 MPR(ODU) Raycap DC6-48-60-18-8F(32.8 lbs) Ericsson Radio 22212 Band 13,66A, 2,5 variants 60.0 Ericsson RRUS 32 B2 Verizon Wireless 0.138 0.211 RFS SC2-190BB CSS X7C-480 JMA Wireless MX08FIT845-02 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clseroup.com AMERICAN TOWER' CORPORATION Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct.This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgrouo.com Job Information Pole:414382 Code: ANSI/TIA-222-G Location: PORQ SANDBURG OR,OR Description: 97.33 ft Monopole Client: VERIZON WIRELESS Struct Class: II Shape:Round Exposure: B ©2007-2018 by ATC IP LLC. All rights reserved. Height: 97.33 (ft) Topo: 1 Base Elev(ft): 0.00 Taper: 0.00000 fin/ft) 97-4* A Sections Properties Diameter(in) Overlap Steel 0' Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 32.333 30.00 30.00 0.500 0.000 Round 36 2 32.500 30.00 30.00 0.375 Butt Joint 0.000 Round 36 32'-6' 3 32.500 13.50 13.50 0.287 Butt Joint 0.000 Round 36 4/32*Thick (36 KSI) Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 90.000 97.000 6 Swedcom SP 9014-DIN 90.000 90.000 1 Generic 5"x 3"x 2"Cavity Fi 90.000 90.000 1 Generic Low Noise Amplifier 64-10* 90.000 90.000 1 Procom CXL 900-3LW 90.000 90.000 3 Round Side Arm 60.000 60.000 9 Ericsson Radio 22212 Band 13, 60'-0' '1 60.000 60.000 3 Ericsson RRUS 32 B2 60.000 60.000 6 JMA Wireless MX08FIT845-02 60.000 60.000 3 CSS X7C-480 60.000 60.000 3 Raycap DC6-48-60-18-8F(32.8 lb 60.000 60.000 2 Alcatel-Lucent 9500 MPR(ODU) 60.000 60.000 1 RFS SC2-190BB 60.000 60.000 1 Flat Low Profile Platform 32'-6" 3/8"Thick 97-4* Linear Appurtenance (36 KSI) Elev(ft) Exposed From To Description To Wind 0.000 60.000 0.24"(6.1mm)Cat No 0.000 60.000 1 5/8"Coax No 0.000 60.000 1.49"(37.8mm) No 0.000 90.000 1/2"Coax No 37-4• Y Load Cases 1.2D+1.6W 85 mph with No Ice 0.9D+1.6W 85 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.00 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method 3Z-4* (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral 1/7 Thick (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal (36 KSI) 1.0D+1.0W Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 364.55 6.39 17.22 0.9D+1.6W 363.16 6.38 12.91 i I v 1.2D+1.0Di+1.0Wi 53.07 0.94 28.11 (1.2+0.2Sds)*DL+E ELFM 321.10 5.44 18.16 (1.2+0.2Sds)*DL+E EMAM 173.61 2.80 18.16 (0.9-0.2Sds)*DL+E ELFM 318.91 5.44 10.21 (0.9-0.2Sds)*DL+E EMAM 172.32 2.80 10.21 1.0D+1.0W 113.23 1.99 14.35 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.0D+1.0W 60.00 1.655 0.211 97-4* 90'-0' 32'-6' 9/32'Thick (36 KSI) 64'-10* (.1 3Z-6 3/8'Thidc 97-4' (36 KSI) 32'-4` 32-4' i/Z'Thick (36 KSI) I � v Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:12 PM Customer: VERIZON WIRELESS Analysis Parameters Location: WASHINGTON County,OR Height(ft) : 97.3333 Code: ANSI/TIA-222-G Base Diameter(in) : 30.00 Shape: Round Top Diameter(in) : 13.50 Pole Type Stepped Taper(in/ft) : 0.000 Pole Manfacturer: Rotation(deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 85 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0 ft Design Ice Thickness: 1.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.02 TL (sec): 16 p: 1.3 Cs: 0.291 S s: 0.974 S1: 0.422 C s Max: 0.291 Fa: 1.110 FV: 1.578 C s Min: 0.032 Sds: 0.721 Shc: 0.444 Load Cases 1.2D+1.6W 85 mph with No Ice 0.9D+1.6W 85 mph with No Ice(Reduced DL) 1.2D+1.0Di+ 1.0Wi 30 mph with 1.00 in Radial Ice (1.2+0.2Sds)*DL+E ELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+ E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL)Equivalent Lateral Forces Method (0.9-0.2Sds)*DL+E EMAM Seismic(Reduced DL) Equivalent Modal Analysis Method 1.0D+1.0W Serviceability 60 mph Page: 1 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:12 PM Customer: VERIZON WIRELESS Shaft Section Properties II Bottom Top P Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Lenin) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-R 32.333 0.5000 36 0.00 5,098 30.00 0.00 46.34 5044.6 0.00 60.00 30.00 32.33 46.34 5044.6 0.00 60.00 0.000000 2-R 32.500 0.3750 36 Butt 0.00 3,860 30.00 32.33 34.90 3831.8 0.00 80.00 30.00 64.83 34.90 3831.8 0.00 80.00 0.000000 3-R 32.500 0,2875 36 Butt 0.00 1,320 13.50 64.83 11.93 260.6 0.00 46.96 13.50 97.33 11.93 260.6 0.00 46.96 0.000000 Shaft Weight 10,278 Discrete Appurtenance Properties Attach Distance Vert -- No Ice Elev From Face Ecc Weight EPAa Orientation (ft) Description Qty (ft) (ft) (Ib) (sf) Factor 90.00 Generic 5" x 3" x 2" Cavity Fi 1 0.000 0.000 1.50 0.170 0.50 90.00 Generic Low Noise Amplifier 1 0.000 0.000 2.00 0.190 0.50 90.00 Procom CXL 900-3LW 1 0.000 0.000 1.50 0.130 1.00 90.00 Round Side Arm 3 0.000 0.000 150.00 5.200 0.67 90.00 Swedcom SP 9014-DIN 6 0.000 7.000 7.00 1.940 0.78 60.00 Alcatel-Lucent 9500 MPR(ODU) 2 0.000 0.000 13.20 1.060 0.50 60.00 CSS X7C-480 3 0.000 0.000 20.00 5.560 0.78 60.00 Ericsson Radio 22212 Band 13, 9 0.000 0.000 82.00 1.860 0.70 60.00 Ericsson RRUS 32 B2 3 0.000 0.000 53.00 2,740 0.70 60.00 Flat Low Profile Platform 1 0.000 0.000 1500.00 26.100 1.00 60.00 JMA Wireless MX08F1T845-02 6 0.000 0.000 55.00 14.020 0.86 60.00 Raycap 006-48-60-18-8F(32.8 lb 3 0.000 0.000 32.80 1.280 0.50 60.00 RFS SC2-190BB 1 0.000 0.000 20.00 4.800 1.00 Totals Num Loadings:13 40 3428.80 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter weight Width Exposed (ft) (ft) Qty Description (in) (lb/ft) Flat (in) To Wind Carrier 0.00 90.00 1 1/2" Coax 0.63 0.15 N 0.00 N Sigfox S.A. 0.00 60.00 1 0.24" (6.1 mm) Cat 5e 0.24 0.03 N 0.00 N Verizon Wireless 0.00 60.00 6 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon Wireless 0.00 60.00 3 1.49" (37.8mm) Hybrid 1.49 1.87 N 0.00 N Verizon Wireless Page: 2 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:12 PM Customer: VERIZON WIRELESS Segment Properties (Max Len : 5.ft) Se Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 0.0 5.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 10.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 15.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 20.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 25.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 30.00 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 788.4 32.33 Top-Section 1 0.5000 30.000 46.338 5,044.6 0.00 60.00 36.0 336.3 435.2 367.9 32.33 Bot- Section 2 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 316.7 40.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 593.8 45.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 593.8 50.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 593.8 55.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 593.8 60.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 593.8 64.83 Top-Section 2 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 574.0 64.83 Bot-Section 3 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 65.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 6.8 70.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 75.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 80.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 85.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 90.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 95.00 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 203.0 97.33 0.2875 13.500 11.934 260.6 0.00 46.96 36.0 38.6 50.2 94.7 10,277.8 Page: 3 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:12 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1,6W 85 mph with No Ice 20 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor:1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (lb) (Ib) (lb-ft) (lb-ft) (Ib) (lb) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 81.2 0.0 0.0 0.0 81.2 0.0 0.0 0.0 5.00 162.4 946.1 0.0 64.3 162.4 1,010.3 0.0 0.0 10.00 162.4 946.1 0.0 64.3 162.4 1,010.3 0.0 0.0 15.00 162.4 946.1 0.0 64.3 162.4 1,010.3 0.0 0.0 20.00 162.4 946.1 0.0 64.3 162.4 1,010.3 0.0 0.0 25.00 162.4 946.1 0.0 64.3 162.4 1,010.3 0.0 0.0 30.00 119.5 946.1 0.0 64.3 119.5 1,010.3 0.0 0.0 32.33 Top-Section 1 83.1 441.5 0.0 30.0 83.1 471.5 0.0 0.0 35.00 131.4 380.0 0.0 34.3 131.4 414.3 0.0 0.0 40.00 176.3 712.6 0.0 64.3 176.3 776.8 0.0 0.0 45.00 182.4 712.6 0.0 64.3 182.4 776.8 0.0 0.0 50.00 188.0 712.6 0.0 64.3 188.0 776.8 0.0 0.0 55.00 193.2 712.6 0.0 64.3 193.2 776.8 0.0 0.0 60.00 Appurtenance(s) 194.7 712.6 3,026.3 0.0 0.0 3,518.2 0.0 64.3 3,221.0 4,295.0 0.0 0.0 64.83 Top-Section 2 98.3 688.8 0.0 0.9 98.3 689.7 0.0 0.0 65.00 47.6 8.1 0.0 0.0 47.6 8.2 0.0 0.0 70.00 93.1 243.6 0.0 0.9 93.1 244.5 0.0 0.0 75.00 95.0 243.6 0.0 0.9 95.0 244.5 0.0 0.0 80.00 96.8 243,6 0.0 0.9 96.8 244.5 0.0 0.0 85.00 98.5 243.6 0.0 0.9 98.5 244.5 0.0 0.0 90.00 Appurtenance(s) 100.1 243.6 537.4 0.0 1,540.4 596.4 0.0 0.9 637.4 840.9 0.0 0.0 95.00 74.2 243.6 0.0 0.0 74.2 243.6 0.0 0.0 97.33 23.8 113.7 0.0 0.0 23.8 113.7 0.0 0.0 Totals: 6,452.64 17,224.4 0.00 0.00 Page: 4 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:13 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 85 mph with No Ice 20 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.22 -6.39 0.00 -364.55 0.00 364.55 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.326 5.00 -16.20 -6.25 0.00 -332.62 0.00 332.62 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.10 0.298 10.00 -15.18 -6.11 0.00 -301.37 0.00 301.37 1,501.37 750.68 1,813.59 1,160.39 0.20 -0.19 0.270 15.00 -14.16 -5.96 0.00 -270.84 0.00 270.84 1,501.37 750.68 1,813.59 1,160.39 0.44 -0.27 0.243 20.00 -13.15 -5.81 0.00 -241.04 0.00 241.04 1,501.37 750.68 1,813.59 1,160.39 0.76 -0.34 0.217 25.00 -12.13 -5.65 0.00 -212.00 0.00 212.00 1,501.37 750.68 1,813.59 1,160.39 1.16 -0.40 0.191 30.00 -11.12 -5.53 0.00 -183.75 0.00 183.75 1,501.37 750.68 1,813.59 1,160.39 1.61 -0.46 0.166 32.33 -10.64 -5.45 0.00 -170.84 0.00 170.84 1,501.37 750.68 1,813.59 1,160.39 1.84 -0.48 0.154 32.33 -10.64 -5.45 0.00 -170.84 0.00 170.84 1,130.80 565.40 1,377.56 833.48 1.84 -0.48 0.214 35.00 -10.23 -5.32 0.00 -156.31 0.00 156.31 1,130.80 565.40 1,377.56 833.48 2.12 -0.51 0.197 40.00 -9.45 -5.15 0.00 -129.70 0.00 129.70 1,130.80 565.40 1,377.56 833.48 2.68 -0.56 0.164 45.00 -8.67 -4.96 0.00 -103.98 0.00 103.98 1,130.80 565.40 1,377.56 833.48 3.29 -0.60 0.132 50.00 -7.89 -4.77 0.00 -79.17 0.00 79.17 1,130.80 565.40 1,377.56 833.48 3.94 -0.64 0.102 55.00 -7.12 -4.57 0.00 -55.33 0.00 55.33 1,130.80 565.40 1,377.56 833.48 4.63 -0.66 0.073 60.00 -2.86 -1.30 0.00 -32.48 0.00 32.48 1,130.80 565.40 1,377.56 833.48 5.33 -0.68 0.042 64.83 -2.17 -1.19 0.00 -26.20 0.00 26.20 1,130.80 565.40 1,377.56 833.48 6.02 -0.69 0.033 64.83 -2.17 -1.19 0.00 -26.20 0.00 26.20 386.65 193.32 208.20 135.53 6.02 -0.69 0.199 65.00 -2.16 -1.15 0.00 -26.00 0.00 26.00 386.65 193.32 208.20 135.53 6.05 -0.69 0.197 70.00 -1.92 -1.05 0.00 -20.27 0.00 20.27 386.65 193.32 208.20 135.53 6.84 -0.82 0.155 75.00 -1.67 -0.96 0.00 -14.99 0.00 14.99 386.65 193.32 208.20 135.53 7.75 -0.91 0.115 80.00 -1.43 -0.86 0.00 -10.20 0.00 10.20 386.65 193.32 208.20 135.53 8.75 -0.98 0.079 85.00 -1.18 -0.76 0.00 -5.91 0.00 5.91 386.65 193.32 208.20 135.53 9.80 -1.03 0.047 90.00 -0.36 -0.10 0.00 -0.58 0.00 0.58 386.65 193.32 208.20 135.53 10.89 -1.05 0.005 95.00 -0.11 -0.03 0.00 -0.06 0.00 0.06 386.65 193.32 208.20 135.53 11.99 -1.05 0.001 97.33 0.00 -0.02 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 12.50 -1.05 0.000 Page: 5 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:13 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 85 mph with No Ice(Reduced DL) 20 Iterations Gust Response Factor :1.10 Wind Importance Factor:1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (lb) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (lb) (Ib) (Ib-ft) (Ib) 0.00 81.2 0.0 0.0 0.0 81.2 0.0 0.0 0.0 5.00 162.4 709.6 0.0 48.2 162.4 757.8 0.0 0.0 10.00 162.4 709.6 0.0 48.2 162.4 757.8 0.0 0.0 15.00 162.4 709.6 0.0 48.2 162.4 757.8 0.0 0.0 20.00 162.4 709.6 0.0 48.2 162.4 757.8 0.0 0.0 25.00 162.4 709.6 0.0 48.2 162.4 757.8 0.0 0.0 30.00 119.5 709.6 0.0 48.2 119.5 757.8 0.0 0.0 32.33 Top-Section 1 83.1 331.1 0.0 22.5 83.1 353.6 0.0 0.0 35.00 131.4 285.0 0.0 25.7 131.4 310.7 0.0 0.0 40.00 176.3 534.4 0.0 48.2 176.3 582.6 0.0 0.0 45.00 182.4 534.4 0.0 48.2 182.4 582.6 0.0 0.0 50.00 188.0 534.4 0.0 48.2 188.0 582.6 0.0 0.0 55.00 193.2 534.4 0.0 48.2 193.2 582.6 0.0 0.0 60.00 Appurtenance(s) 194.7 534.4 3,026.3 0.0 0.0 2,638.6 0.0 48.2 3,221.0 3,221.2 0.0 0.0 64.83 Top-Section 2 98.3 516.6 0.0 0.7 98,3 517.3 0.0 0.0 65.00 47.6 6.1 0.0 0.0 47.6 6.1 0.0 0.0 70.00 93.1 182.7 0.0 0.7 93.1 183.4 0.0 0.0 75.00 95.0 182.7 0.0 0.7 95.0 183.4 0.0 0.0 80.00 96.8 182.7 0.0 0.7 96.8 183.4 0.0 0.0 85.00 98.5 182.7 0.0 0.7 98.5 183.4 0.0 0.0 90.00 Appurtenance(s) 100.1 182.7 537.4 0.0 1,540.4 447.3 0.0 0.7 637.4 630.7 0.0 0.0 95.00 74.2 182.7 0.0 0.0 74.2 182.7 0.0 0.0 97.33 23.8 85.3 0.0 0.0 23.8 85.3 0.0 0.0 Totals: 6,452.64 12,918.3 0.00 0.00 Page: 6 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:14 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 85 mph with No Ice(Reduced DL) 20 Iterations Gust Response Factor :1.10 Wind Importance Factor:1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.91 -6.38 0.00 -363.16 0.00 363.16 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.322 5.00 -12.14 -6.24 0.00 -331.25 0.00 331.25 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.10 0.294 10.00 -11.38 -6.09 0.00 -300.05 0.00 300.05 1,501.37 750.68 1,813.59 1,160.39 0.20 -0.19 0.266 15.00 -10.61 -5.94 0.00 -269.59 0.00 269.59 1,501.37 750.68 1,813.59 1,160.39 0.44 -0.27 0.239 20.00 -9.85 -5.79 0.00 -239.89 0.00 239.89 1,501.37 750.68 1,813.59 1,160.39 0.76 -0.34 0.213 25.00 -9.09 -5.63 0.00 -210.96 0.00 210.96 1,501.37 750.68 1,813.59 1,160.39 1.15 -0.40 0.188 30.00 -8.33 -5.51 0.00 -182.82 0.00 182.82 1,501.37 750.68 1,813.59 1,160.39 1.60 -0.46 0.163 32.33 -7.97 -5.43 0.00 -169.97 0.00 169.97 1,501.37 750.68 1,813.59 1,160.39 1.83 -0.48 0.152 32.33 -7.97 -5.43 0.00 -169.97 0.00 169.97 1,130.80 565.40 1,377.56 833.48 1.83 -0.48 0.211 35.00 -7.66 -5.30 0.00 -155.50 0.00 155.50 1,130.80 565.40 1,377.56 833.48 2.11 -0.51 0.193 40.00 -7.07 -5.12 0.00 -129.02 0.00 129.02 1,130.80 565.40 1,377.56 833.48 2.67 -0.56 0.161 45.00 -6.49 -4.94 0.00 -103.41 0.00 103.41 1,130.80 565.40 1,377.56 833.48 3.28 -0.60 0,130 50.00 -5.91 -4.75 0.00 -78.73 0.00 78.73 1,130.80 565.40 1,377.56 833.48 3.93 -0.64 0.100 55.00 -5.32 -4.55 0.00 -55.00 0.00 55.00 1,130.80 565.40 1,377.56 833.48 4.61 -0.66 0.071 60.00 -2.14 -1.29 0.00 -32.26 0.00 32.26 1,130.80 565.40 1,377.56 833.48 5.31 -0.68 0.041 64.83 -1.62 -1.19 0.00 -26.02 0.00 26.02 1,130.80 565.40 1,377.56 833.48 6.00 -0.69 0.033 64.83 -1.62 -1.19 0.00 -26.02 0.00 26.02 386.65 193.32 208.20 135.53 6.00 -0.69 0.196 65.00 -1.62 -1.14 0.00 -25.83 0.00 25,83 386.65 193.32 208.20 135.53 6.02 -0.69 0.195 70.00 -1.43 -1.05 0.00 -20.13 0.00 20.13 386.65 193.32 208.20 135.53 6.81 -0.81 0.152 75.00 -1.25 -0.95 0.00 -14.89 0.00 14.89 386.65 193.32 208.20 135.53 7.71 -0.91 0.113 80.00 -1.07 -0.85 0.00 -10.13 0.00 10.13 386.65 193.32 208.20 135.53 8.70 -0.98 0.078 85.00 -0.89 -0.75 0.00 -5.87 0.00 5.87 386.65 193.32 208.20 135.53 9.75 -1.02 0.046 90.00 -0.27 -0.10 0.00 -0.57 0.00 0.57 386.65 193.32 208.20 135.53 10.83 -1.04 0.005 95.00 -0.08 -0.03 0.00 -0.06 0.00 0.06 386.65 193.32 208.20 135.53 11.93 -1.04 0.001 97.33 0.00 -0,02 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 12.44 -1.04 0.000 Page: 7 Site Number: 414382 Code; ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:14 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.0Di + 1.OWi 30 mph with 1.00 in Radial Ice 19 Iterations Gust Response Factor :1.10 Ice Dead Load Factor :1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor:1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 13.9 0.0 0.0 0.0 13.9 0.0 0.0 0.0 5.00 28.0 1,243.7 0.0 64.3 28.0 1,307.9 0.0 0.0 10.00 28.3 1,280.1 0.0 64.3 28.3 1,344.4 0.0 0.0 15.00 28.4 1,298.6 0.0 64.3 28.4 1,362.9 0.0 0.0 20.00 28.5 1,311.4 0.0 64.3 28.5 1,375.7 0.0 0.0 25.00 28.6 1,321.3 0.0 64.3 28.6 1,385.5 0.0 0.0 30.00 21.1 1,329.3 0.0 64.3 21.1 1,393.6 0.0 0.0 32.33 Top-Section 1 14.7 622.8 0.0 30.0 14.7 652.7 0.0 0.0 35.00 23.2 588.9 0.0 34.3 23.2 623.2 0.0 0.0 40.00 31.2 1,108.7 0.0 64.3 31.2 1,172.9 0.0 0.0 45.00 32.3 1,114.0 0.0 64.3 32.3 1,178.2 0.0 0.0 50.00 33.3 1,118.8 0.0 64.3 33.3 1,183.0 0.0 0.0 55.00 34.3 1,123.1 0.0 64.3 34.3 1,187.4 0.0 0.0 60.00 Appurtenance(s) 34.6 1,127.1 352.7 0.0 0.0 7,350.0 0.0 64.3 387.3 8,541.4 0.0 0.0 64.83 Top-Section 2 17.5 1,093.1 0.0 0.9 17.5 1,093.9 0.0 0.0 65.00 9.8 14.9 0.0 0.0 9.8 15.0 0.0 0.0 70.00 19.1 448.9 0.0 0.9 19.1 449.8 0.0 0.0 75.00 19.5 450.6 0.0 0.9 19.5 451.5 0.0 0.0 80.00 19.9 452.2 0.0 0.9 19.9 453.1 0.0 0.0 85.00 20.3 453.6 0.0 0.9 20.3 454.5 0.0 0.0 90.00 Appurtenance(s) 20.7 455.1 68.9 0.0 180.4 1,357.0 0.0 0.9 89.6 1,812.9 0.0 0.0 95.00 15.4 456.4 0.0 0.0 15.4 456.4 0.0 0.0 97.33 4.9 213.4 0.0 0.0 4.9 213.4 0.0 0.0 Totals: 949.14 28,109.3 0.00 0.00 Page: 8 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:15 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph with 1.00 in Radial Ice 19 Iterations Gust Response Factor :1.10 Ice Dead Load Factor :1.00 Wind Importance Factor :1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -28.11 -0.94 0.00 -53.07 0.00 53.07 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.064 5,00 -26.80 -0.92 0.00 -48.38 0.00 48.38 1,501.37 750.68 1,813.59 1,160.39 0.01 -0.01 0.060 10.00 -25.46 -0.89 0.00 -43.80 0.00 43.80 1,501.37 750.68 1,813.59 1,160.39 0.03 -0.03 0.055 15.00 -24.09 -0.87 0.00 -39.33 0.00 39.33 1,501.37 750.68 1,813.59 1,160.39 0.06 -0.04 0.050 20.00 -22.72 -0.84 0.00 -34.98 0.00 34.98 1,501.37 750.68 1,813.59 1,160.39 0.11 -0,05 0.045 25.00 -21.33 -0.82 0.00 -30.77 0.00 30.77 1,501.37 750.68 1,813.59 1,160.39 0.17 -0.06 0.041 30.00 -19.94 -0.80 0.00 -26.68 0.00 26.68 1,501.37 750.68 1,813.59 1,160.39 0.23 -0.07 0.036 32.33 -19.29 -0.78 0.00 -24.83 0.00 24.83 1,501.37 750.68 1,813.59 1,160.39 0.27 -0.07 0.034 32.33 -19.29 -0.78 0.00 -24.83 0.00 24.83 1,130.80 565.40 1,377.56 833.48 0.27 -0.07 0.047 35.00 -18.66 -0.76 0.00 -22.74 0.00 22.74 1,130.80 565.40 1,377.56 833.48 0.31 -0.07 0.044 40.00 -17.49 -0.73 0.00 -18.94 0.00 18.94 1,130.80 565.40 1,377.56 833.48 0.39 -0.08 0.038 45.00 -16.31 -0.70 0.00 -15.30 0.00 15.30 1,130.80 565.40 1,377.56 833.48 0.48 -0.09 0.033 50.00 -15.13 -0.66 0.00 -11.82 0.00 11,82 1,130.80 565.40 1,377.56 833,48 0.57 -0.09 0.028 55.00 -13.94 -0.63 0.00 -8.50 0.00 8.50 1,130.80 565.40 1,377.56 833.48 0.67 -0.10 0.023 60.00 -5.40 -0.23 0.00 -5.37 0.00 5.37 1,130.80 565.40 1,377.56 833.48 0.78 -0.10 0.011 64.83 -4.31 -0.21 0.00 -4.28 0.00 4.28 1,130.80 565.40 1,377.56 833.48 0.88 -0.10 0.009 64.83 -4.31 -0.21 0.00 -4.28 0.00 4.28 386.65 193.32 208.20 135.53 0.88 -0.10 0.043 65.00 -4.29 -0.20 0.00 -4.24 0.00 4.24 386.65 193.32 208.20 135.53 0.88 -0.10 0.042 70.00 -3.84 -0.18 0.00 -3.26 0.00 3.26 386.65 193.32 208.20 135.53 1.00 -0.12 0.034 75.00 -3.39 -0.16 0.00 -2.37 0.00 2.37 386.65 193.32 208.20 135.53 1.13 -0.14 0.026 80.00 -2.94 -0.14 0.00 -1.58 0.00 1.58 386.65 193.32 208.20 135.53 1.28 -0.15 0.019 85.00 -2.48 -0.12 0.00 -0.89 0.00 0.89 386.65 193.32 208.20 135.53 1.44 -0.15 0.013 90.00 -0.67 -0.02 0.00 -0.12 0.00 0.12 386.65 193.32 208.20 135.53 1.61 -0.16 0.003 95.00 -0.21 -0.01 0.00 -0.01 0.00 0.01 386.65 193.32 208.20 135.53 1.77 -0.16 0.001 97.33 0,00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 1.85 -0.16 0.000 Page: 9 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:15 PM Customer: VERIZON WIRELESS Load Case: 1.oD + tow Serviceability 60 mph 19 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (lb-ft) Load Wind FX Load Wind FX Load MY MZ (Ib) (Ib) (Ib) (Ib) (lb) (Ib-ft) (Ib) 0.00 25.3 0.0 0.0 0.0 25.3 0.0 0.0 0.0 5.00 50.6 788.4 0.0 53.5 50.6 841.9 0.0 0.0 10.00 50.6 788.4 0.0 53.5 50.6 841.9 0.0 0.0 15.00 50.6 788.4 0.0 53.5 50.6 841.9 0.0 0.0 20.00 50.6 788.4 0.0 53.5 50.6 841.9 0.0 0.0 25.00 50.6 788.4 0.0 53.5 50.6 841.9 0.0 0.0 30.00 37.2 788.4 0.0 53.5 37.2 841.9 0.0 0.0 32.33 Top-Section 1 25.9 367.9 0.0 25.0 25.9 392.9 0.0 0.0 35.00 40.9 316.7 0.0 28.6 40.9 345.3 0.0 0.0 40.00 54.9 593.8 0.0 53.5 54.9 647.4 0.0 0.0 45.00 56.8 593.8 0.0 53.5 56.8 647.4 0.0 0.0 50.00 58.5 593.8 0.0 53.5 58.5 647.4 0.0 0.0 55.00 60.2 593.8 0.0 53.5 60.2 647.4 0.0 0.0 60.00 Appurtenance(s) 60.6 593.8 942.4 0.0 0.0 2,931.8 0.0 53.5 1,003.1 3,579.2 0.0 0.0 64.83 Top-Section 2 30.6 574.0 0.0 0.7 30.6 574.7 0.0 0.0 65.00 15.0 6.8 0.0 0.0 15.0 6.8 0.0 0.0 70.00 29.1 203.0 0.0 0.8 29.1 203.8 0.0 0.0 75.00 29.6 203.0 0.0 0.8 29.6 203.8 0.0 0.0 80.00 30.1 203.0 0.0 0.8 30.1 203.8 0.0 0.0 85.00 30.7 203.0 0.0 0.8 30.7 203.8 0.0 0.0 90.00 Appurtenance(s) 31.2 203.0 167.3 0.0 479.7 497.0 0.0 0.8 198.5 700.8 0.0 0.0 95.00 23.1 203.0 0.0 0.0 23.1 203.0 0.0 0.0 97.33 7.4 94.7 0.0 0.0 7.4 94.7 0.0 0.0 Totals: 2,009.74 14,353.6 0.00 0.00 Page: 10 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Load Case: 1.OD + tow Serviceability 60 mph 19 Iterations Gust Response Factor :1.10 Wind Importance Factor:1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.35 -1.99 0.00 -113.23 0.00 113.23 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.107 5.00 -13.51 -1.94 0.00 -103.29 0.00 103.29 1,501.37 750.68 1,813.59 1,160.39 0.02 -0.03 0.098 10.00 -12.67 -1.90 0.00 -93.57 0.00 93.57 1,501.37 750.68 1,813.59 1,160.39 0.06 -0.06 0.089 15.00 -11.82 -1.85 0.00 -84.08 0.00 84.08 1,501.37 750.68 1,813.59 1,160.39 0.14 -0.08 0.080 20.00 -10.98 -1.80 0.00 -74.82 0.00 74.82 1,501.37 750.68 1,813.59 1,160.39 0.24 -0.11 0.072 25.00 -10.14 -1.76 0.00 -65.80 0.00 65.80 1,501.37 750.68 1,813.59 1,160.39 0.36 -0.13 0.063 30.00 -9.30 -1.72 0.00 -57.03 0.00 57.03 1,501.37 750.68 1,813.59 1,160.39 0.50 -0.14 0.055 32.33 -8.90 -1.69 0.00 -53.02 0.00 53.02 1,501.37 750.68 1,813.59 1,160.39 0.57 -0.15 0.052 32.33 -8.90 -1.69 0.00 -53.02 0.00 53.02 1,130.80 565.40 1,377.56 833.48 0.57 -0.15 0.071 35.00 -8.56 -1.65 0.00 -48.51 0.00 48.51 1,130.80 565.40 1,377.56 833.48 0.66 -0.16 0.066 40.00 -7.91 -1.60 0.00 -40.25 0.00 40.25 1,130.80 565.40 1,377.56 833.48 0.83 -0.17 0.055 45.00 -7.26 -1.54 0.00 -32.26 0.00 32.26 1,130.80 565.40 1,377.56 833.48 1.02 -0.19 0.045 50.00 -6.62 -1.48 0.00 -24.56 0.00 24.56 1,130.80 565.40 1,377.56 833.48 1.22 -0.20 0.035 55.00 -5.97 -1.42 0.00 -17.16 0.00 17.16 1,130.80 565.40 1,377.56 833.48 1.44 -0.21 0.026 60.00 -2.39 -0.40 0.00 -10.07 0.00 10.07 1,130.80 565.40 1,377.56 833.48 1.66 -0.21 0.014 64.83 -1.82 -0.37 0.00 -8.12 0.00 8.12 1,130.80 565.40 1,377.56 833.48 1.87 -0.21 0.011 64.83 -1.82 -0.37 0.00 -8.12 0.00 8.12 386.65 193.32 208.20 135.53 1.87 -0.21 0.065 65.00 -1.81 -0.36 0.00 -8.06 0.00 8.06 386.65 193.32 208.20 135.53 1.88 -0.21 0.064 70.00 -1.61 -0.33 0.00 -6.28 0.00 6.28 386.65 193.32 208.20 135.53 2.12 -0.25 0.050 75.00 -1.40 -0.30 0.00 -4.65 0.00 4.65 386.65 193.32 208.20 135.53 2.41 -0.28 0.038 80.00 -1.20 -0.27 0.00 -3.16 0.00 3.16 386.65 193.32 208.20 135.53 2.71 -0.30 0.026 85.00 -1.00 -0.23 0.00 -1.83 0.00 1.83 386.65 193.32 208.20 135.53 3.04 -0.32 0.016 90.00 -0.30 -0.03 0.00 -0.18 0.00 0.18 386.65 193.32 208.20 135.53 3.38 -0.33 0.002 95.00 -0.09 -0.01 0.00 -0.02 0.00 0.02 386.65 193.32 208.20 135.53 3.72 -0.33 0.000 97.33 0.00 -0.01 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 3.88 -0.33 0.000 Page: 11 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period(S 5): 0.97 Spectral Response Acceleration at 1.0 Second Period(S ): 0.42 Long-Period Transition Period(T L): 16 Importance Factor(I E): 1,00 Site Coefficient F a: 1.11 Site Coeffiecient F y: 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds):)• 0.72 Design Spectral Response Acceleration at 1.0 Second Period(S dl): 0.44 Seismic Response Coefficient(C 5): 0.29 Upper Limit C 5 0.29 Lower Limit C 5 0.03 Period based on Rayleigh Method(sec): 1.02 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.26 Total Unfactored Dead Load: 14.35 k Seismic Base Shear(E): 5.44 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib-ft) C vx (Ib) (lb) 22 96.17 95 30 0.017 93 127 21 92.50 203 60 0.035 190 273 20 87.50 204 57 0.033 178 274 19 82.50 204 52 0.030 165 274 18 77.50 204 49 0.028 153 274 17 72.50 204 45 0.026 141 274 16 67.50 204 41 0.024 129 274 15 64.92 7 1 0.001 4 9 14 62.42 575 104 0.060 329 773 13 57.50 647 106 0.061 334 870 12 52.50 647 94 0.055 298 870 11 47.50 647 83 0.048 262 870 10 42.50 647 72 0.042 228 870 9 37.50 647 62 0.036 195 870 8 33.67 345 29 0.017 91 464 7 31.17 393 30 0.017 94 528 6 27.50 842 54 0.032 172 1,132 5 22.50 842 42 0.025 133 1,132 4 17.50 842 31 0.018 97 1,132 3 12.50 842 20 0.012 64 1,132 2 7.50 842 11 0.006 33 1,132 1 2.50 842 3 0.002 8 1,132 Procom CXL 900-3LW 90.00 2 0 0.000 1 2 Page: 12 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Generic 5"x 3"x 2" 90.00 2 0 0.000 1 2 Generic Low Noise Am 90.00 2 1 0.000 2 3 Swedcom SP 9014-DIN 90.00 42 12 0.007 38 56 Round Side Arm 90.00 450 129 0.075 408 605 Alcatel-Lucent 9500 60.00 26 5 0.003 14 35 Raycap DC6-48-60-18- 60.00 98 17 0.010 54 132 Ericsson Radio 22212 60.00 738 127 0.074 401 992 Ericsson RRUS 32 B2 60.00 159 27 0.016 86 214 RFS SC2-190BB 60.00 20 3 0.002 11 27 CSS X7C-480 60.00 60 10 0.006 33 81 JMA Wireless MX08FIT 60.00 330 57 0.033 179 444 Flat Low Profile Pla 60.00 1,500 259 0.150 816 2,016 14,354 1,724 1.000 5,436 19,294 Load Case (0.9 - 0.2Sds) * DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (lb-ft) C vx (Ib) (lb) 22 96.17 95 30 0.017 93 72 21 92.50 203 60 0.035 190 153 20 87.50 204 57 0.033 178 154 19 82.50 204 52 0.030 165 154 18 77.50 204 49 0.028 153 154 17 72.50 204 45 0.026 141 154 16 67.50 204 41 0.024 129 154 15 64.92 7 1 0.001 4 5 14 62.42 575 104 0.060 329 434 13 57.50 647 106 0.061 334 489 12 52.50 647 94 0.055 298 489 11 47.50 647 83 0.048 262 489 10 42.50 647 72 0.042 228 489 9 37.50 647 62 0.036 195 489 8 33.67 345 29 0.017 91 261 7 31.17 393 30 0.017 94 297 6 27.50 842 54 0.032 172 636 5 22.50 842 42 0.025 133 636 4 17.50 842 31 0.018 97 636 3 12.50 842 20 0.012 64 636 2 7.50 842 11 0.006 33 636 1 2.50 842 3 0.002 8 636 Procom CXL 900-3LW 90.00 2 0 0.000 1 1 Generic 5"x 3"x 2" 90.00 2 0 0.000 1 1 Generic Low Noise Am 90.00 2 1 0.000 2 2 Swedcom SP 9014-DIN 90.00 42 12 0.007 38 32 Round Side Arm 90.00 450 129 0.075 408 340 Alcatel-Lucent 9500 60.00 26 5 0.003 14 20 Raycap DC6-48-60-18- 60.00 98 17 0.010 54 74 Ericsson Radio 22212 60.00 738 127 0.074 401 558 Ericsson RRUS 32 B2 60.00 159 27 0.016 86 120 RFS SC2-190BB 60.00 20 3 0.002 11 15 CSS X7C-480 60.00 60 10 0.006 33 45 JMA Wireless MX08FIT 60.00 330 57 0.033 179 249 Flat Low Profile Pla 60.00 1,500 259 0.150 816 1,134 14,354 1,724 1.000 5,436 10,848 Page: 13 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Page: 14 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR, OR Engineering Number:0AA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.16 -5.44 0.00 -321.10 0.00 321.10 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.289 5.00 -17.02 -5.43 0.00 -293.89 0.00 293.89 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.09 0.265 10.00 -15.88 -5.39 0.00 -266.73 0.00 266.73 1,501.37 750.68 1,813.59 1,160.39 0.18 -0.17 0.240 15.00 -14.74 -5.30 0.00 -239.80 0.00 239.80 1,501.37 750.68 1,813.59 1,160.39 0.39 -0.24 0.217 20.00 -13.61 -5.18 0.00 -213.29 0.00 213.29 1,501.37 750.68 1,813.59 1,160.39 0.67 -0.30 0.193 25.00 -12.47 -5.01 0.00 -187.40 0.00 187.40 1,501.37 750.68 1,813.59 1,160.39 1.02 -0.36 0.170 30.00 -11,94 -4.92 0.00 -162.34 0.00 162.34 1,501.37 750.68 1,813.59 1,160.39 1.42 -0.41 0.148 32.33 -11.47 -4.83 0.00 -150.86 0.00 150.86 1,501.37 750.68 1,813.59 1,160.39 1.63 -0.43 0.138 32.33 -11.47 -4.83 0.00 -150.86 0.00 150.86 1,130.80 565.40 1,377.56 833.48 1.63 -0.43 0.191 35.00 -10.60 -4.64 0.00 -137.97 0.00 137.97 1,130.80 565.40 1,377.56 833.48 1.87 -0.45 0.175 40.00 -9.73 -4.41 0.00 -114.79 0.00 114.79 1,130.80 565.40 1,377.56 833.48 2.37 -0.50 0.146 45.00 -8.86 -4.14 0.00 -92.75 0.00 92.75 1,130.80 565.40 1,377.56 833.48 2.91 -0.53 0.119 50.00 -7.99 -3.84 0.00 -72.03 0.00 72.03 1,130.80 565.40 1,377.56 833.48 3.49 -0.57 0.094 55.00 -7.12 -3.50 0.00 -52.83 0.00 52.83 1,130.80 565.40 1,377.56 833.48 4.09 -0.59 0.070 60.00 -2.43 -1.53 0.00 -35.32 0.00 35.32 1,130.80 565.40 1,377.56 833.48 4.72 -0.60 0.045 64.83 -2.42 -1.53 0.00 -27.93 0.00 27.93 1,130.80 565.40 1,377.56 833.48 5.33 -0.62 0.036 64.83 -2.42 -1.53 0.00 -27.93 0.00 27.93 386.65 193.32 208.20 135.53 5.33 -0.62 0.212 65.00 -2.15 -1.40 0.00 -27.68 0.00 27.68 386.65 193.32 208.20 135.53 5.36 -0,62 0.210 70.00 -1.87 -1.26 0.00 -20.69 0.00 20.69 386.65 193.32 208.20 135.53 6.07 -0.75 0.158 75.00 -1.60 -1.10 0.00 -14.41 0.00 14.41 386.65 193.32 208.20 135.53 6.91 -0.84 0.110 80.00 -1.33 -0.93 0.00 -8.90 0.00 8.90 386.65 193.32 208.20 135.53 7.83 -0.91 0.069 85.00 -1.06 -0.75 0.00 -4.23 0.00 4.23 386.65 193.32 208.20 135.53 8.80 -0.94 0.034 90.00 -0.13 -0.10 0.00 -0.48 0.00 0.48 386.65 193.32 208.20 135.53 9.80 -0.96 0.004 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 10.80 -0.96 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 11.27 -0.96 0.000 Page: 15 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR, OR Engineering Number:0AA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Load Case (0.9 -0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -10.21 -5.44 0.00 -318.91 0.00 318.91 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.282 5.00 -9.56 -5.42 0.00 -291.74 0.00 291.74 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.09 0.258 10.00 -8.92 -5.36 0.00 -264.66 0.00 264.66 1,501.37 750.68 1,813.59 1,160.39 0.18 -0.16 0.234 15.00 -8.28 -5.27 0.00 -237.85 0.00 237.85 1,501,37 750.68 1,813.59 1,160.39 0.39 -0.24 0.211 20.00 -7.64 -5.14 0.00 -211.50 0.00 211.50 1,501.37 750.68 1,813.59 1,160.39 0.67 -0.30 0.187 25.00 -7.00 -4.97 0.00 -185.78 0.00 185.78 1,501.37 750.68 1,813.59 1,160.39 1.01 -0.35 0.165 30.00 -6.70 -4.88 0.00 -160.91 0.00 160.91 1,501.37 750.68 1,813.59 1,160.39 1.41 -0.40 0.143 32.33 -6.44 -4.79 0.00 -149.51 0.00 149.51 1,501.37 750.68 1,813.59 1,160.39 1.61 -0.42 0.133 32.33 -6.44 -4.79 0.00 -149.51 0.00 149.51 1,130.80 565.40 1,377.56 833.48 1.61 -0.42 0.185 35.00 -5.95 -4.60 0.00 -136.73 0.00 136.73 1,130.80 565.40 1,377.56 833.48 1.86 -0.45 0.169 40.00 -5.46 -4.37 0.00 -113.74 0.00 113.74 1,130.80 565.40 1,377.56 833.48 2.35 -0.49 0.141 45.00 -4.97 -4.11 0.00 -91.90 0.00 91.90 1,130.80 565.40 1,377.56 833.48 2.89 -0.53 0.115 50.00 -4.48 -3.81 0.00 -71.37 0.00 71.37 1,130.80 565.40 1,377.56 833.48 3.46 -0.56 0.090 55.00 -3.99 -3.47 0.00 -52.34 0.00 52.34 1,130.80 565.40 1,377.56 833.48 4.06 -0.58 0.066 60.00 -1.36 -1.52 0.00 -35.00 0.00 35.00 1,130.80 565.40 1,377.56 833.48 4.68 -0.60 0.043 64.83 -1.35 -1.51 0.00 -27.67 0.00 27.67 1,130.80 565.40 1,377.56 833.48 5.29 -0.61 0.034 64.83 -1.35 -1.51 0.00 -27.67 0.00 27.67 386.65 193.32 208.20 135.53 5.29 -0.61 0.208 65.00 -1.20 -1.39 0.00 -27.41 0.00 27.41 386.65 193.32 208.20 135.53 5.31 -0,61 0.205 70.00 -1.05 -1.24 0.00 -20.49 0.00 20.49 386.65 193.32 208.20 135.53 6.03 -0.74 0.154 75.00 -0.89 -1.09 0.00 -14.26 0.00 14.26 386.65 193.32 208.20 135.53 6.86 -0.84 0.108 80.00 -0.74 -0.92 0.00 -8.81 0.00 8.81 386.65 193.32 208.20 135.53 7.77 -0.90 0.067 85.00 -0.59 -0.74 0.00 -4.19 0.00 4.19 386.65 193.32 208.20 135.53 8.73 -0.94 0.032 90.00 -0.07 -0.09 0.00 -0.47 0.00 0.47 386.65 193.32 208.20 135.53 9.72 -0.95 0.004 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 10.71 -0.95 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 11.18 -0.95 0.000 Page: 16 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR,OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11,12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period(S s): 0.97 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.42 Importance Factor(I E): 1.00 Site Coefficient F a: 1.11 Site Coefficient F v 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S da): 0.72 Desing Spectral Response Acceleration at 1.0 Second Period(S dl): 0.44 Period Based on Rayleigh Method(sec): 1.02 Redundancy Factor(p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 22 96.17 95 1.845 1.751 1.057 1.467 120 127 21 92.50 203 1.707 1.149 0.825 1.172 206 273 20 87.50 204 1.527 0.571 0.576 0.840 148 274 19 82.50 204 1.358 0.209 0.390 0.586 104 274 18 77.50 204 1.198 0.003 0.253 0.406 72 274 17 72.50 204 1.049 -0.094 0.157 0.290 51 274 16 67.50 204 0.909 -0.122 0.091 0.226 40 274 15 64.92 7 0.841 -0.118 0.066 0.209 1 9 14 62.42 575 0.777 -0.107 0.048 0.199 99 773 13 57.50 647 0.660 -0.074 0.023 0.194 109 870 12 52.50 647 0.550 -0.034 0.010 0.197 110 870 11 47.50 647 0.450 0.002 0.006 0.197 111 870 10 42.50 647 0.360 0.030 0.008 0.191 107 870 9 37.50 647 0.281 0.049 0.014 0.178 100 870 8 33.67 345 0.226 0.059 0.020 0.165 49 464 7 31.17 393 0.194 0.064 0.024 0.155 53 528 6 27.50 842 0.151 0.068 0.030 0.141 103 1,132 5 22.50 842 0.101 0.071 0.037 0.122 89 1,132 4 17.50 842 0.061 0.072 0.041 0.106 77 1,132 3 12.50 842 0.031 0.068 0.041 0.090 66 1,132 2 7.50 842 0.011 0.057 0.033 0.069 50 1,132 1 2.50 842 0.001 0.026 0.014 0.031 23 1,132 Procom CXL 900-3LW 90.00 2 1.616 0.829 0.692 0.996 1 2 Generic 5"x 3"x 2" 90.00 2 1.616 0.829 0.692 0.996 1 2 Generic Low Noise Am 90.00 2 1.616 0.829 0.692 0.996 2 3 Swedcom SP 9014-DIN 90.00 42 1.616 0.829 0.692 0.996 36 56 Round Side Arm 90.00 450 1.616 0.829 0.692 0.996 389 605 Alcatel-Lucent 9500 60.00 26 0.718 -0.092 0.034 0.195 4 35 Raycap DC6-48-60-18- 60.00 98 0.718 -0.092 0.034 0.195 17 132 Ericsson Radio 22212 60.00 738 0.718 -0.092 0.034 0.195 125 992 Ericsson RRUS 32 B2 60.00 159 0.718 -0.092 0.034 0.195 27 214 RFS SC2-190BB 60.00 20 0.718 -0.092 0.034 0.195 3 27 CSS X7C-480 60.00 60 0.718 -0.092 0.034 0.195 10 81 JMA Wireless MX08FIT 60.00 330 0.718 -0.092 0.034 0.195 56 444 Page: 17 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR,OR Engineering Number:0AA716424_C3_033/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Flat Low Profile Pla 60.00 1,500 0.718 -0.092 0.034 0.195 254 2,016 14,354 28.113 7.103 7.491 13.778 2,816 19,294 Load Case (0.9- 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Base Weight Horizontal Vertical Force Force Segment (ft) (Ib) a b c Saz (lb) (lb) 22 96.17 95 1.845 1.751 1.057 1.467 120 72 21 92.50 203 1.707 1.149 0.825 1.172 206 153 20 87.50 204 1.527 0.571 0.576 0.840 148 154 19 82.50 204 1.358 0.209 0.390 0.586 104 154 18 77.50 204 1.198 0.003 0.253 0.406 72 154 17 72.50 204 1.049 -0.094 0.157 0.290 51 154 16 67.50 204 0.909 -0.122 0.091 0.226 40 154 15 64.92 7 0.841 -0.118 0.066 0.209 1 5 14 62.42 575 0.777 -0.107 0.048 0.199 99 434 13 57.50 647 0.660 -0.074 0.023 0.194 109 489 12 52.50 647 0.550 -0.034 0.010 0.197 110 489 11 47.50 647 0.450 0.002 0.006 0.197 111 489 10 42.50 647 0.360 0.030 0.008 0.191 107 489 9 37.50 647 0.281 0.049 0.014 0.178 100 489 8 33.67 345 0.226 0.059 0.020 0.165 49 261 7 31.17 393 0.194 0.064 0.024 0.155 53 297 6 27.50 842 0.151 0.068 0.030 0.141 103 636 5 22.50 842 0.101 0.071 0.037 0.122 89 636 4 17.50 842 0.061 0.072 0.041 0.106 77 636 3 12.50 842 0.031 0.068 0.041 0.090 66 636 2 7.50 842 0.011 0.057 0.033 0.069 50 636 1 2.50 842 0.001 0.026 0.014 0.031 23 636 Procom CXL 900-3LW 90.00 2 1.616 0.829 0.692 0.996 1 Generic 5"x 3"x 2" 90.00 2 1 1.616 0.829 0.692 0.996 1 1 Generic Low Noise Am 90.00 2 1.616 0.829 0.692 0.996 2 2 Swedcom SP 9014-DIN 90.00 42 1.616 0.829 0.692 0.996 36 32 Round Side Arm 90.00 450 1.616 0.829 0.692 0.996 389 340 Alcatel-Lucent 9500 60.00 26 0.718 -0.092 0.034 0.195 4 20 Raycap DC6-48-60-18- 60.00 98 0.718 -0.092 0.034 0.195 17 Ericsson Radio 22212 60.00 738 0.718 -0.092 0.034 58 125 520 Ericsson RRUS 32 B2 60.00 159 0.718 -0.092 0.034 0.195 RFS SC2-190BB 60.00 20 0.718 -0.092 0.03423 1201 CSS X7C-480 60.00 60 0.718 -0.092 0.034 0.195 3 45 0.195 156 0 45 JMA Wireless MX08FIT 60.00 330 0.718 -0.092 0.034 249 Flat Low Profile Pla 60.00 1,500 0.718 -0.092 0.034 0.195 5 254 1,134 14.354 28.113 7.103 7.491 13.778 2,816 10,848 Page: 18 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. 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Site Name: PORQ SANDBURG OR,OR Engineering Number:0AA716424_C3_03 3/21/2018 94516 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.16 -2.80 0.00 -173.61 0.00 173.61 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.162 5.00 -17.03 -2.76 0.00 -159.61 0.00 159.61 1,501.37 750.68 1,813.59 1,160.39 0.03 -0.05 0.149 10.00 -15.89 -2.71 0.00 -145.80 0.00 145.80 1,501.37 750.68 1,813.59 1,160.39 0.10 -0.09 0.136 15.00 -14.76 -2.64 0.00 -132.27 0.00 132.27 1,501.37 750.68 1,813.59 1,160.39 0.21 -0.13 0.124 20.00 -13.63 -2.55 0.00 -119.08 0.00 119.08 1,501.37 750.68 1,813.59 1,160.39 0.37 -0.16 0.112 25.00 -12.49 -2.45 0.00 -106.32 0.00 106.32 1,501.37 750.68 1,813.59 1,160.39 0.56 -0.20 0.100 30.00 -11.97 -2.40 0.00 -94.06 0.00 94.06 1,501.37 750.68 1,813.59 1,160.39 0.78 -0.22 0.089 32.33 -11.50 -2.35 0.00 -88.45 0.00 88.45 1,501.37 750.68 1,813.59 1,160.39 0.89 -0.24 0.084 32.33 -11.50 -2.35 0.00 -88.45 0.00 88.45 1,130.80 565.40 1,377.56 833.48 0.89 -0.24 0.116 35.00 -10.63 -2.25 0.00 -82.18 0.00 82.18 1,130.80 565.40 1,377.56 833.48 1.03 -0.25 0.108 40.00 -9.76 -2.15 0.00 -70.91 0.00 70.91 1,130.80 565.40 1,377.56 833.48 1.30 -0.28 0.094 45.00 -8.89 -2.04 0.00 -60.18 0.00 60.18 1,130.80 565.40 1,377.56 833.48 1.61 -0.30 0.080 50.00 -8.02 -1.92 0.00 -50.00 0.00 50.00 1,130.80 565.40 1,377.56 833.48 1.94 -0.32 0.067 55.00 -7.15 -1.81 0.00 -40.38 0.00 40.38 1,130.80 565.40 1,377.56 833.48 2.28 -0.34 0.055 60.00 -2.44 -1.19 0.00 -31.33 0.00 31.33 1,130.80 565.40 1,377.56 833.48 2.65 -0.35 0.040 64.83 -2.43 -1.19 0.00 -25.59 0.00 25.59 1,130.80 565.40 1,377.56 833.48 3.01 -0.36 0.033 64.83 -2.43 -1.19 0.00 -25.59 0.00 25.59 386.65 193.32 208.20 135.53 3.01 -0.36 0.195 65.00 -2.16 -1.15 0.00 -25.40 0.00 25.40 386.65 193.32 208.20 135.53 3.02 -0.36 0.193 70.00 -1.88 -1.10 0.00 -19.66 0.00 19.66 386.65 193.32 208.20 135.53 3.47 -0.49 0.150 75.00 -1.61 -1.03 0.00 -14.18 0.00 14.18 386.65 193.32 208.20 135.53 4.03 -0.58 0.109 80.00 -1.33 -0.92 0.00 -9.05 0.00 9.05 386.65 193.32 208.20 135.53 4.67 -0.64 0.070 85.00 -1.06 -0.77 0.00 -4.45 0.00 4.45 386.65 193.32 208.20 135.53 5.37 -0.68 0.036 90.00 -0.13 -0.12 0.00 -0.61 0.00 0.61 386.65 193.32 208.20 135.53 6.09 -0.69 0.005 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6.81 -0.69 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 7.15 -0.69 0.000 Page: 19 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC iP LLC. 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Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Load Case (0.9- 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -10.21 -2.80 0.00 -172.32 0.00 172.32 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.155 5.00 -9,57 -2.75 0.00 -158.34 0.00 158.34 1,501.37 750.68 1,813.59 1,160.39 0.03 -0.05 0.143 10.00 -8.93 -2.69 0.00 -144.57 0.00 144.57 1,501.37 750.68 1,813.59 1,160.39 0.10 -0.09 0.131 15.00 -8.30 -2.62 0.00 -131.11 0.00 131,11 1,501.37 750.68 1,813.59 1,160.39 0.21 -0.13 0.119 20.00 -7.66 -2.53 0.00 -118.01 0.00 118.01 1,501.37 750.68 1,813.59 1,160.39 0.36 -0.16 0.107 25.00 -7.02 -2.43 0.00 -105.35 0.00 105.35 1,501.37 750.68 1,813.59 1,160.39 0.55 -0.19 0.095 30.00 -6.72 -2.38 0.00 -93.19 0.00 93.19 1,501.37 750.68 1,813.59 1,160.39 0.77 -0.22 0.085 32.33 -6.46 -2.33 0.00 -87.63 0.00 87.63 1,501.37 750.68 1,813.59 1,160.39 0.88 -0.23 0.080 32.33 -6.46 -2.33 0.00 -87.63 0.00 87.63 1,130.80 565.40 1,377.56 833.48 0.88 -0.23 0.111 35.00 -5.97 -2.23 0.00 -81.42 0.00 81.42 1,130.80 565.40 1,377.56 833.48 1.02 -0.25 0.103 40.00 -5.48 -2.12 0.00 -70.26 0.00 70.26 1,130.80 565.40 1,377.56 833.48 1.29 -0.28 0.089 45.00 -4.99 -2.01 0.00 -59.64 0.00 59.64 1,130.80 565.40 1,377.56 833.48 1.59 -0.30 0.076 50.00 -4.50 -1.90 0.00 -49,57 0.00 49.57 1,130.80 565.40 1,377.56 833.48 1.92 -0.32 0.063 55.00 -4.02 -1.79 0.00 -40.06 0.00 40.06 1,130.80 565.40 1,377.56 833.48 2.26 -0.34 0.052 60.00 -1.37 -1.18 0.00 -31,11 0.00 31.11 1,130.80 565.40 1,377.56 833.48 2.62 -0.35 0.039 64.83 -1.36 -1.18 0.00 -25.41 0.00 25.41 1,130.80 565.40 1,377.56 833.48 2.98 -0.36 0.032 64.83 -1.36 -1.18 0.00 -25.41 0.00 25.41 386.65 193.32 208.20 135.53 2.98 -0.36 0.191 65.00 -1.21 -1.14 0.00 -25.21 0.00 25.21 386,65 193.32 208.20 135.53 3.00 -0.36 0.189 70.00 -1.05 -1.09 0.00 -19.51 0.00 19.51 386.65 193.32 208.20 135.53 3.44 -0.48 0.147 75.00 -0.90 -1.02 0.00 -14.07 0.00 14.07 386.65 193.32 208.20 135.53 4.00 -0.57 0.106 80.00 -0.74 -0.91 0.00 -8.98 0.00 8.98 386.65 193.32 208.20 135.53 4.63 -0.64 0.068 85.00 -0.59 -0.76 0.00 -4.42 0.00 4.42 386.65 193.32 208.20 135.53 5.32 -0.67 0.034 90.00 -0.07 -0.12 0.00 -0.61 0.00 0.61 386.65 193.32 208.20 135.53 6.04 -0.69 0.005 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6,76 -0.69 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 7.09 -0.69 0.000 Page: 20 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_03 3/21/2018 9:45:16 PM Customer: VERIZON WIRELESS Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D + 1.6W 6.39 0.00 17.22 0.00 0.00 364.55 0.00 0.33 0.9D+ 1.6W 6.38 0.00 12.91 0.00 0.00 363.16 0.00 0.32 1.2D + 1.0Di + 1.0Wi 0.94 0.00 28.11 0.00 0.00 53.07 0.00 0,06 (1.2 +0.2Sds) * DL+ E ELFM 5.44 0.00 18.16 0.00 0.00 321.10 0.00 0.29 (1.2 +0.2Sds) * DL+ E EMAM 2.80 0.00 18.16 0.00 0.00 173.61 64.83 0.20 (0.9-0.2Sds) * DL+ E ELFM 5.44 0.00 10.21 0.00 0.00 318.91 0.00 0.28 (0.9-0.2Sds) * DL+ E EMAM 2.80 0.00 10.21 0.00 0.00 172.32 64.83 0.19 1.0D+ 1.0W 1.99 0.00 14.35 0.00 0.00 113.23 0.00 0.11 Page: 21 Plate Type Baseplate Code Rev. IM 1 Date 3/21/2018 d Pole Diameter 30 in Engineer A.Sayeed II a Pole Thickness 0.5 in Site# 414382 w Plate Diameter 40.5 in Moment 364.6 k-ft Carrier VERIZON WIRELESS ci c Plate Thickness 2 in Axial 17.2 k IL Plate Fy 36 ksi 75 1 Weld Length 0.375 in m (Ps rtesistance "-"— '233750"k-in Applied 56.53 k-in # 0 I c 0 0 0 0111110 # 12 Bolt Circle 35 in (R)adial/(S)quare R T -o .p_ T Diameter 1.5 in 2 Hole Diameter 1.625 in m° Type A36 0 0 Fy 36 ksi Fu ...... „-6-6.i6 58 ksi 0 0 Os Resistance 65.20 k 0 Applied 43.07 k # 0 • y c v d Plate Stress Ratio: c 0.24 (Pass) c Z Bolt Stress Ratio: cc 0.66 (Pass) # 0 0 .6 0 m e. 1K w Plate Type Flange @ 32.3 ft I Code Rev. F-7-1 Date 3/21/2018 d Pole Diameter 30 in Engineer A.Sayeed 0 Pole Thickness 0.375 in Site# 414382 m Plate Diameter 40.5 in Moment 170.8 k-ft Carrier VERIZON WIRELESS I' Plate Thickness 2 in Axial 10.6 k LL Plate Fy 36 ksi i Weld Length 0.3125 in Required Flange Thickness: al Os Resistance 245.52 k-in 0.65 in OK Applied 25.61 k-in # 0 L N C CD 0 0 0 0 0 0 # 12 Bolt Circle 35 in (R)adial/(S)quare R 0 -0 t 4 Diameter 1.5 in . Hole Diameter 1.625 in 0 0 m° Type A325 Fy 92 ksi Fu 120 ksi 0 0 Os Resistance 126.47 k 0 Applied 18.62 k # 0 • c E Plate Stress Ratio: 0.10 (Pass) 2 c 0 Bolt Stress Ratio: 0.15 (Pass) # 0 0 0 m e v w Plate Type Flange @ 64.8 ft I Code Rev. F--5-1 Date 3/21/2018 Pole Diameter 13.5 in Engineer A.Sayeed o Pole Thickness 0.2875 in Site# 414382 4, Plate Diameter 30 in Moment 26.2 k-ft Carrier VERIZON WIRELESS E Plate Thickness 2 in Axial 2.2 k Plate Fy 36 ksi Weld Length 0.25 in Required Flange Thickness: co 4 Resistance 114.51 k-in 0.78 in OK Applied 17.50 k-in # 0 N • c 0 0 0 1111 12 0 Bolt Circle 24 in (R)adial/(S)quare R Diameter 1.5 in Hole Diameter 1.625 in 0 0 m Type A325 Fy 92 ksi 0 0 Fu 120 ksi (s Resistance 126.47 k Applied 4.18 k # 0 • c N E Plate Stress Ratio: L' I 0.15 I(Pass) re Bolt Stress Ratio: # 0I 0.03 (Pass) 0 0 m w