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6t(r)-C'r-(J � z- 6100 s RECEIVED FEB 072018 AMERICAN TOWERS CITY OF TIGARD CORPORATICI N BUILDING DIVISION This report was prepared for American Tower Corporation by CLSGroup Structural Analysis Report Structure : 97.3 ft Monopole ATC Site Name : PORQ Sandburg OR, OR ATC Site Number : 414382 Engineering Number : OAA716424_C3_02 Proposed Carrier : Verizon Carrier Site Name : SANDBURG - A Carrier Site Number : Sandburg OR Site Location : 6900 SW Sandburg St. Tigard, OR 97223-8008 45.420300,-122.747200 County : Washington Date : January 25, 2018 Max Usage : 63% Result : Pass PRC>F _ �v ��G I N�cc o Prepared By: Reviewed By: 91906P f Ahmed Asadullah Sayeed CLS IU EGO 7j10/2011 4 ? �ztc,4 M BNO- Digitally signed by Tyler M. Tyler M.Bark EXPIeRES:12/31/2019 Barker Direct E PLS-91906cr of p 12/1 101 Date.201 8.i 1 26 ing PE 3 91906PE Exp.12/31J2019 15:05:25-05'00' CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Eng. Number 0AA716424_C3_02 CLSGroup January 25, 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.clsgrouo.com Eng. Number OAA716424_C3_02 Cl..SGroup January 25, 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. 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,Vasd)/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.clsgroup.com Eng. Number OAA716424_C3_02 CI.SGroup January 25, 2018 Page 2 Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 1 Procom CXL 900-3LW 90.0 90.0 1 5"x 3"x 2"Cavity Filter Side Arms (1)1/2"Coax Sigfox SA 1 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 1 Raycap DC6-48-60-18-8F(32.8 Ib) 3 Ericsson Radio 22212 Band 13,66A,2, 5 variants 60.0 60.0 3 Ericsson RRUS 32 B2 Low Profile Platform (5)1.49"Hybrid 3 Ericsson Radio 4449 Verizon 2 Raycap RVZDC-6627-PF-48 6 JMA Wireless MX06FIT845-02 52.0 52.0 1 Nokia MPT-HC-HQAM 15,18,23 GHz Leg (1)0.24"Cat 5e 1 RFS SC3-190AB "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.clsgroup.com Eng. Number OAA716424_C3_02 CLSGroup January 25, 2018 Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 63% Pass Shaft 31% Pass Base Plate 23% Pass Flanges 16% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment(Kips-Ft) 346.7 9% 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) (0) Raycap DC6-48-60-18-8F(32.8 Ib) Ericsson Radio 22212 Band 13,66A, 2,5 variants 60.0 Ericsson RRUS 32 B2 0.131 0.201 Ericsson Radio 4449 Raycap RVZDC-6627-PF-48 Verizon JMA Wireless MX06FIT845-02 Nokia MPT-HC-HQAM 15, 18,23 52.0 GHz 0.104 0.192 RFS SC3-190AB *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.clsgroup.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.clsgroup.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: 0.000004in/ft) 97-4' _ A Sections Properties Diameter(in) Overlap Steel Grade 9fl-0o* Shaft Length Accross Flats Thick Joint Length {1ection (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 9'32'Thick Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 90.000 97.000 6 Swedcom SP 9014-DIN 90.000 90.000 1 Low Noise Amplifier 90.000 90.000 1 5"x 3"x 2"Cavity Filter 64-10r 90.000 90.000 1 Procom CXL 900-3LW • 0i 90.000 90.000 3 Side Arm 60.000 60.000 2 Raycap RVZDC-6627-PF-48 S[?' ?' 44 60.000 60.000 1 Flat Low Profile Platform 60.000 60.000 6 JMA Wireless MX06FIT845-02 60.000 60.000 3 Ericsson Radio 4449 60.000 60.000 3 Ericsson RRUS 32 B2 60.000 60.000 3 Ericsson Radio 22212 Band 13, 52-0r 1 60.000 60.000 1 Raycap DC6-48-60-18-8F(32.8 I 52.000 52.000 1 RFS SC3-190AB 32-6' 52.000 52.000 1 Nokia MPT-HC-HQAM 15,18,23 3,A3'Thick 97-4' Linear Appurtenance Elev(ft) Exposed From To Description To Wind 4.000 52.000 0.24"Cat 5e No 4.000 60.000 1.49"Hybrid No 4.000 90.000 1/2"Coax No 32'-4' 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 32 4' (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral 112"Thick (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal (36 Ksi) 1.0D+1.0W Serviceability 60 mph IReactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 346.68 6.11 16.62 0.9D+1.6W 345.42 6.10 12.47 v Y 1.2D+1.0Di+1.0Wi 49.62 0.88 28.10 (1.2+0.2Sds)*DL+E ELFM 316.21 5.41 17.55 (1.2+0.2Sds)*DL+E EMAM 169.13 2.75 17.55 (0.9-0.2Sds)*DL+E ELFM 314.17 5.40 9.87 (0.9-0.2Sds)*DL+E EMAM 167.98 2.74 9.87 1.0D+1.0W 107.69 1.90 13.86 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.0D+1.0W 52.00 1.243 0.192 974" r 9V-Cr I [i 37-6" 9/32*Thick (36 KSI) 6410" w [ ", p 64'-0" -_ S2-0" 32'-6* /3*Thick 97-4* (36 KSI) 32-4" ... L 32'-4" 1/2'Thick (36 KSI) k I I Load Case : 1.2D+ 1.6W Max Ratio 30.99% at 0.0 ft 0.00 E 95.000 li _.._ vw�_, l a <u 0.01 3 __v 1.00 € 1 90.000 - .a is In,...... :...e..<,,.<.a...:..,.e.,.,...,,..::........:a.d_ «..,. .......... ............:...«., ,,...,,..-...,.,<... 0.05 3 _ i 85.000 0.08 r 80.000 - E i 012 75.000 - 0.16 70.000 - 1._ .,._.,,_._ 1 1. _ 0.04 0.21 .e__:..._,. 64.833 0.04 1 60.000 -, ..._ ` 0.07 55.000 - (..,.._... _„_<:. __ r _< v 0.10 I c }' p 50.000 - _ ,,:,W_ to m E 0.13 w 45.000 - € .m,.__.. ,_ 0.16 f 40.000 - _ ,._.,. .. i I. 0.19 { I I F s 35.000 -m: :rt ! 32.333 -.,: :4_,,. ., 0.16 a,_ 30.000 �. . _.. 0.18 25.000 i 0.21 s II 20.000 -14 0.23 iIS 15.000 -_. _... 0.26 (1 10.000 - 0.28 5.000 - 1 0.31 I i 1 I 1 D 1 , { -1 Q 1 1 1 -i 1 i [ y , 1 I 1 I l 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 1.00 Interaction ` Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. ' Ste Number: 414382 1/25/2018 10:52:06 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 Customer: VERIZON WIRELESS ' Analysis Parameters ft ht 97.3333 Location : WASHINGTON County,OR Height( ) Code : ANSI/TIA-222-G Base Diameter(in) : 30.00 Shape: Round Top Diameter(in) : 13.50 Taper(in/ft) : 0.000 Pole Type: Stepped 0.00 Pole Manfacturer : Rotation(deg) Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 85 mph Exposure Category: B Design Wind Speed With Ice: 30 mph 9 Y� Operational Wind Speed: 60 mph Topographic Category: 1 1.00 in Crest Height: 0 ft Design Ice Thickness: Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 0.99 TL (sec): 16 p: 1.3 C5: 0.300 0.974 S1: 0.422 C 5 Max: 0.300 Faa: S : 5 Min: 0.032 1.110 Fv: 1.578 C Sds: 0.721 Sdi: 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_02 1/25/2018 10:52:06 PM Customer: VERIZON WIRELESS Shaft Section Properties Slip �� Bottom �� Top .�� Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/t D/t Dia Elev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (lb) (in) (ft) (in z) (in4) Ratio Ratio (in) (ft) (in 2) (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) (lb) (sf) Factor 90.00 5" x 3" x 2" Cavity Filter 1 0.000 0.000 1.50 0.170 0.50 90.00 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 Side Arm 3 0.000 0.000 126.00 5.000 0.67 90.00 Swedcom SP 9014-DIN 6 0.000 7.000 7.00 1.940 0.98 60.00 Ericsson Radio 22212 Band 13, 3 0.000 0.000 82.00 1.860 0.50 60.00 Ericsson Radio 4449 3 0.000 0.000 85.00 3.500 0.67 60.00 Ericsson RRUS 32 B2 3 0.000 0.000 53.00 2.740 0.67 60.00 Flat Low Profile Platform 1 0.000 0.000 1500.00 26.100 1.00 60.00 JMA Wireless MX06FIT845-02 6 0.000 0.000 51.00 14.010 0.71 60.00 Raycap DC6-48-60-18-8F (32.8 I 1 0.000 0.000 32.80 1.280 1.00 60.00 Raycap RVZDC-6627-PF-48 2 0.000 0.000 32.00 3.780 0.67 52.00 Nokia MPT-HC-HQAM 15, 18, 23 G 1 0.000 0.000 13.20 0.830 1.00 52.00 RFS SC3-190AB 1 0.000 0.000 40.00 10.790 1.00 Totals Num Loadings:14 33 3041.00 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 4.00 90.00 1 1/2" Coax 0.63 0.15 N 0.00 4.00 60.00 5 1.49" Hybrid N V rizofox SA y 1.49 1.87 N 0.00 N Verizon 4.00 52.00 1 0.24" Cat 5e 0.24 0.03 N 0.00 N Verizon Page: 2 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Site Number: 414382 • 1/25/2018 10:52:06 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 Customer: VERIZON WIRELESS Segment Properties (Max Len : 5.ft) Seg 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 52.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 237.5 55.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 36.0 255.5 329.1 356.3 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 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_02 1/25/2018 10:52:06 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 85 mph with No Ice 20 Iterations Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Importance Factor :1.00 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Elev Wind FX Load Wind FX MY MZ Dead TorsMY MoMent Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Pb) (Pb) (Ib-ft) (lb-ft) (Pb) (Pb) (Pb) (Pb) (Pb) (Ib-ft) (Pb) 0.00 81.2 0.0 5.00 0.0 0.0 81.2 0.0 0.0 0.0 162.4 946.1 0.0 11.4 162.4 957.5 0.0 0.0 10.00 162.4 946.1 0.0 57.2 162.4 1,003.3 0.0 0.0 15.00 162.4 946.1 20.00 0.0 57.2 162.4 1,003.3 0.0 0.0 162.4 946.1 0.0 57.2 162.4 1,003.3 0.0 0.0 25.00 162.4 946.1 30.00 0.0 57.2 162.4 1,003.3 0.0 0.0 119.5 946.1 0.0 57.2 119.5 1,003.3 0.0 0.0 32.33 Top-Section 1 83.1 441.5 35.00 0.0 26.7 83.1 468.2 0.0 0.0 131.4 380.0 0.0 30.5 131.4 410.5 0.0 0.0 40.00 176.3 712.6 45.00 0.0 57.2 176.3 769.7 0.0 0.0 182.4 712.6 0.0 57.2 182.4 769.7 0.0 0.0 50.00 130.5 712.6 52.00 Appurtenance(s) 95.3 285.0 294.6 0.0 0.0 63.8 0.0 22.9 389.9 369.7 0.0 0.0 55.00 155.4 427.5 0.0 34.2 155.4 461.7 0.0 0.0 60.00 Appurtenance(s) 194.7 712.6 2,408.4 0.0 0.0 3,075.4 0.0 57.0 2,603.1 3,844.9 0.0 0.0 64.83 Top-Section 2 98.3 688.8 65.00 0.0 0.9 98.3 689.7 0.0 0.0 47.6 8.1 0.0 0.0 47.6 8.2 0.0 0.0 70.00 93.1 243.6 75.00 0.0 0.9 93.1 244.5 0.0 0.0 95.0 243.6 0.0 0.9 95.0 244.5 0.0 0.0 80.00 96.8 243.6 85.00 0.0 0.9 96.8 244.5 0.0 0.0 98.5 243.6 0.0 0.9 98.5 244.5 0.0 0.0 90.00 Appurtenance(s) 100.1 243.6 581.9 0.0 1,935.4 510.0 0.0 0.9 681.9 754.5 0.0 0.0 95.00 74.2 243.6 97.33 0.0 0.0 74.2 243.6 0.0 0.0 23.8 113.7 0.0 0.0 23.8 113.7 0.0 0.0 Totals: 6,173.82 16,628.0 0.00 0.00 Page: 4 , Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved Site Number: 414382 1/25/2018 10:52:07 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 85 mph with No Ice 20 Iterations Wind Importance Factor :1.00 Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Total Seg Pu Vu Tu Mu Mu Resultant phi phi phi Mn Deflect Rotation Elev FY (-) FX (-) MY MZ MX Moment (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -16.62 -6.11 0.00 -346.68 0.00 346.68 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.310 5.00 -14.65-15.66 -5.97 0.00 -316.15 0.00 316.15 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.09 0.283 -5.82 0.00 -286.31 0.00 286.31 1,501.37 750.68 1,813.59 1,160.39 0.19 -0.18 0.257 10.00 15.00 -13.64 -5.67 0.00 -257.20 0.00 257.20 1,501.37 750.68 1,813.591,160.39 0.42 -0.26 0.231 20.00 -12.63 -5.52 0.00 -228.82 0.00 228.82 1,501.37 750.68 1,813.59 1,160.39 0.73 -0.32 0.206 25.00 -11.62 -5.36 0.00 -201.22 0.00 201.22 1,501.37 750.68 1,813.59 1,160.39 1.10 -0.38 0.181 30.0023 -10.614 -5.24 0.00 -174.40 0.00-5.16 0.00 -162.16 0.00 162.16 1,501.37 750.68 1,813.59 1,160.39 1.75 -0.46 0.147 0 1,501.37 750.68 1,813.59 1,160.39 1.53 -0.44 0.157 32.33 32.33 -10.14 -5.16 0.00 -162.16 0.00 162.16 1,130.80 565.40 1,377.56 833.48 1.75 -0.46 0.204 7 35.00 -9.73 -5.03 0.00-4.86 0.00 -123.23 0.00 3 0.00 123.23 1,130.80 565.40 1,377.56 833.48 2..40 1,130.80 565.40 1,377.56 833.48 054 -0.51 3 0.156 40.00 45.00 -8.19 -4.54 0.00 -75.58 0.00 75.58 1,130.80 565.40 1,377.56 833.48 3.75 -0.61 0.097 50.00 .95 1,130.80 565.40 1,377.56 833.48 3.13 -0.57 0.126 52.00 -7.05 -4.14 0.00 -66.51 0.00 66.51 1,130.80 565.40 1,377.56 833.48 4.00 -0.62 0.086 55.00 1,130.80 565.40 1,377.56 833.48 -6.59 -3.99 0.00-1.34 0.00 -34.150 0.00 34.15 0.00 1,130.80 565.40 1,377.56 833.48 5.07 -0.65 0.043 60.00 -2.77 35 64.83 -2.08 -1.23 0.00 -27.67 0.00 27.67-1.23 0.00 -27.67 0.00 27.67 1386.655 193.32,130.80 565.40 1 208.20 135.53377.56 8 5.73 -0.66 0.2102 64.83 65.00 -2.08 -1.19 0.00 -27.46 0.00 27.46 386.65 193.32 208.20 135.53 5.75 -0.66 0.208 70.00 -1.83 -1.10 0.00 -21.51 0.00 21.51 386.65 193.32 208.20 135.53 6.51 -0.79 0.164 75.00 -1.58 -1.00 0.00-1.34 -0.90 0.00 -11. 02 0.00 1.03 0.00 1.02 386.65 193.32 208.20 135.53 8.38 -0.97 8 0.085 80.00 0.122 85.00 -0.36 -0.10-0.80 0.18 90.00 0 0.00 -0.58 0.00 0.58 386.65 193.32 208.20 135.53 10.50 -1.04 0.005 95.00 -0.11 -0.03 0.00 -0.06 0.00 0.06 386.65 193.32 208.20 135.53 11.59 -1.04 0.001 -0.02 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 12.10 -1.04 0.000 97.3330.00 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_02 1/25/2018 10:52:07 PM Customer: VERIZON WIRELESS ' Load Case: 0.9D + 1.6W 85 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Importance Factor :1.00 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Elev Dead Dead Torsion Moment Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Pb) (Ib) (Pb) (Pb) (Ib-ft) (Ib) 0.00 81.2 0.0 5.00 0.0 0.0 81.2 0.0 0.0 0.0 162.4 709.6 0.0 8.6 162.4 718.1 0.0 0.0 10.00 162.4 709.6 15.00 162.4 709.6 0.0 42.9 162.4 752.4 0.0 0.0 25.00 0.0 42.9 162.4 752.4 0.0 0.0 162.4 709.6 0.0 42.9 162.4 752.4 0.0 0.0 25.00 162.4 709.6 30.00 0.0 42.9 162.4 752.4 0.0 0.0 119.5 709.6 0.0 42.9 119.5 752.4 0.0 0.0 32.33 Top-Section 1 83.1 331.1 0.0 20.0 83.1 351.1 0.0 0.0 35.00 131.4 285.0 40.00 176.3 534.4 0.0 22.9 131.4 307.9 0.0 0.0 45.00 0.0 42.9 176.3 577.3 0.0 0.0 182.4 534.4 0.0 42.9 182.4 577.3 0.0 0.0 50.00 130.5 534.4 0.0 42.9 130.5 577.3 0.0 0.0 52.00 Appurtenance(s) 95.3 213.8 294.6 0.0 0.0 47.9 0.0 17.2 389.9 278.8 0.0 0.0 55.00 155.4 320.7 60.00 Appurtenance(s) 194.7 534.4 2,408.4 0.0 0.0 2,306.5 0.0 42.8 2,603.1 2,883.7 0.0 0.0 64.83 Top-Section 2 98.3 516.6 65.00 47.6 6.1 0.0 0.7 98.3 517.3 0.0 0.0 70.00 93.1 182.7 0.0 0.0 47.6 6.1 0.0 0.0 75.00 0.0 0.7 93.1 183.4 0.0 0.0 95.0 182.7 0.0 0.7 95.0 183.4 0.0 0.0 80.00 96.8 182.7 85.00 0.0 0.7 96.8 183.4 0.0 0.0 98.5 182.7 0.0 0.7 98.5 183.4 0.0 0.0 90.00 Appurtenance(s) 100.1 182.7 581.9 0.0 1,935.4 382.5 0.0 0.7 681.9 565.9 0.0 0.0 95.00 74.2 182.7 97.33 0.0 0.0 74.2 182.7 0.0 0.0 23.8 85.3 0.0 0.0 23.8 85.3 0.0 0.0 Totals: 6,173.82 12,471.0 0.00 0.00 Page: 6 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_02 1/25/2018 10:52:08 PM Customer: VERIZON WIRELESS mph Case: 0.9D + 1.6W 85 m h with No Ice (Reduced DL) 20 Iterations Wind Importance Factor :1.00 Gust Response Factor :1.10 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 -12.47 -6.10 0.00 -345.42 0.00 345.42 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.306 5.00 -11.74 -5.96 0.00 -314.91 0.00 314.91 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.09 0.279 10.00 -10.98 -5.81 0.00 -285.12 0.00 285.12 1,501.37 750.68 1,813.59 1,160.39 0.19 -0.18 0.253 15.00 -10.22 -5.66 0.00 -256.07 0.00 256.07 1,501.37 750.68 1,813.59 1,160.39 0.42 -0.25 0.228 20.00 -9.46 -5.50 0.00 -227.79 0.00 227.79 1,501.37 750.68 1,813.59 1,160.39 0.72 -0.32 0.203 25.00 -8.71 -5.34 0.00 -200.28 0.00 200.28 1,501.37 750.68 1,813.59 1,160.39 1.09 -0.38 0.178 30.00 -7.95 -5.22 0.00 -173.57 0.00 173.57 1,501.37 750.68 1,813.59 1,160.39 1.52 -0.44 0.155 32.33 -7.60 -5.14 0.00 -161.38 0.00 161.38 1,501.37 750.68 1,813.59 1,160.39 1.74 -0.46 0.144 32.33 -7.60 -5.14 0.00 -161.38 0.00 161.38 1,130.80 565.40 1,377.56 833.48 1.74 -0.46 0.200 35.00 -7.29 -5.01 0.00 -147.67 0.00 147.67 1,130.80 565.40 1,377.56 833.48 2.00 -0.48 0.184 40.00 -6.71 -4.84 0.00 -122.62 0.00 122.62 1,130.80 565.40 1,377.56 833.48 2.53 -0.53 0.153 45.00 -6.13 -4.65 0.00 -98.44 0.00 98.44 1,130.80 565.40 1,377.56 833.48 3.11 -0.57 0.124 50.00 -5.55 -4.52 0.00 -75.19 0.00 75.19 1,130.80 565.40 1,377.56 833.48 3.73 -0.60 0.095 52.00 -5.28 -4.12 0.00 -66.15 0.00 66.15 1,130.80 565.40 1,377.56 833.48 3.99 -0.61 0.084 55.00 -4.93 -3.97 0.00 -53.78 0.00 53.78 1,130.80 565.40 1,377.56 833.48 4.38 -0.63 0.069 60.00 -2.08 -1.33 0.00 -33.94 0.00 33.94 1,130.80 565.40 1,377.56 833.48 5.04 -0.64 0.043 64.83 -1.56 -1.23 0.00 -27.50 0.00 27.50 1,130.80 565.40 1,377.56 833.48 5.70 -0.66 0.034 64.83 -1.56 -1.23 0.00 -27.50 0.00 27.50 386.65 193.32 208.20 135.53 5.70 -0.66 0.207 65.00 -1.55 -1.18 0.00 -27.30 0.00 27.30 386.65 193.32 208.20 135.53 5.72 -0.66 0.205 70.00 -1.37 -1.09 0.00 -21.38 0.00 21.38 386.65 193.32 208.20 135.53 6.48 -0.79 0.161 75.00 -1.18 -0.99 0.00 -15.93 0.00 15.93 386.65 193.32 208.20 135.53 7.37 -0.89 0.121 80.00 -1.00 -0.90 0.00 -10.96 0.00 10.96 386.65 193.32 208.20 135.53 8.34 -0.96 0.083 85.00 -0.82 -0.79 0.00 -6.48 0.00 6.48 386.65 193.32 208.20 135.53 9.37 -1.01 0.050 90.00 -0.27 -0.10 0.00 -0.57 0.00 0.57 386.65 193.32 208.20 135.53 10.45 -1.04 0.005 95.00 97.33 0.00 -0.02 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 12.04 -1.04 0.000 Page: 7 -:7-- ' 'mImnlmnIMI..MIl.M.l.I..........lMI.lII.I.I.I.MlIlIllIlII1 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_02 1/25/2018 10:52:08 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 Dead Load Factor :1.20 Wind Importance Factor :1.00 Wind Load Factor :1.00 Ice Importance Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Elev Dead Dead Torsion Moment Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 13.9 0.0 5.00 0.0 0.0 13.9 0.0 0.0 0.0 28.0 1,243.7 0.0 11.4 28.0 1,255.1 0.0 0.0 10.00 28.3 1,280.1 15.00 28.4 1,280.1 0.0 57.2 28.3 1,337.3 0.0 0.0 29 .6 0.0 57.2 28.4 1,355.8 0.0 0.0 20.00 28.5 1, 25.00 0.0 57.2 28.5 1,368.6 0.0 0.0 28.6 1,321.3 0.0 57.2 28.6 1,378.4 0.0 0.0 30.00 21.1 1,329.3 32.33 Top-Section 1 .7 622.8 0.0 57.2 21.1 1,386.5 0.0 0.0 35.00 0.0 26.7 14.7 649.4 0.0 0.0 23.2 588.9 0.0 30.5 23.2 619.4 0.0 0.0 40.00 31.2 1,108.7 40.00 0.0 57.2 31.2 1,165.8 0.0 0.0 32.3 1,114.0 0.0 57.2 32.3 1,171.2 0.0 0.0 50.00 23.1 1,118.8 52.00 Appurtenance(s) 16.9 448.7 28.4 0.0 0.0 232.4 0.0 22.9 45.3 1704.0 0.0 0.0 55.00 27.6 674.4 60.00 Appurtenance(s) 34.6 1,127.1 256.0 0.0 0.0 7,359.3 0.0 57.0 290.6 8,543.4 0.0 0.0 64.83 Top-Section 2 17.5 1,093.1 65.00 0.0 0.9 17.5 1,093.9 0.0 0.0 9.8 14.9 0.0 0.0 9.8 15.0 0.0 0.0 70.00 19.1 448.9 75.00 0.0 0.9 19.1 449.8 0.0 0.0 19.5 450.6 0.0 0.9 19.5 451.5 0.0 0.0 80.00 19.9 452.2 85.00 0.0 0.9 19.9 453.1 0.0 0.0 20.3 453.6 0.0 0.9 20.3 454.5 0.0 0.0 90.00 Appurtenance(s) 20.7 455.1 79.1 0.0 226.6 1,239.1 0.0 0.9 99.7 1,695.1 0.0 0.0 95.00 15.4 456.4 97.33 0.0 0.0 15.4 456.4 0.0 0.0 4.9 213.4 0.0 0.0 4.9 213.4 0.0 0.0 Totals: 890.98 28,102.2 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_02 1/25/2018 10:52:08 PM Customer: VERIZON WIRELESS mph Case: 1.2D + 1.ODi + 1.OWi 30 m h with 1.00 in Radial Ice 19 Iterations Wind Importance Factor 1.00 Gust Response Factor :1.10 Ice Dead Load Factor :1.00 Ice Importance Factor :1.00 Dead Load Factor :1.20 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 -28.10 -0.88 0.00 -49.62 0.00 49.62 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.061 5.00 -26.85 -0.86 0.00 -45.21 0.00 45.21 1,501.37 750.68 1,813.59 1,160.39 0.01 -0.01 0.057 10.00 -25.51 -0.83 0.00 -40.92 0.00 40.92 1,501.37 750.68 1,813.59 1,160.39 0.03 -0.03 0.052 15.00 -24.15 -0.81 0.00 -36.75 0.00 36.75 1,501.37 750.68 1,813.59 1,160.39 0.06 -0.04 0.048 20.00 -22.78 -0.78 0.00 -32.71 0.00 32.71 1,501.37 750.68 1,813.59 1,160.39 0.10 -0.05 0.043 25.00 -21.41 -0.76 0.00 -28.79 0.00 28.79 1,501.37 750.68 1,813.59 1,160.39 0.16 -0.05 0.039 30.00 -20.02 -0.74 0.00 -25.00 0.00 25.00 1,501.37 750.68 1,813.59 1,160.39 0.22 -0.06 0.035 32.33 -19.37 -0.72 0.00 -23.28 0.00 23.28 1,501.37 750.68 1,813.59 1,160.39 0.25 -0.07 0.033 32.33 -19.37 -0.72 0.00 -23.28 0.00 23.28 1,130.80 565.40 1,377.56 833.48 0.25 -0.07 0.045 35.00 -18.75 -0.70 0.00 -21.36 0.00 21.36 1,130.80 565.40 1,377.56 833.48 0.29 -0.07 0.042 40.00 -17.58 -0.67 0.00 -17.86 0.00 17.86 1,130.80 565.40 1,377.56 833.48 0.36 -0.08 0.037 45.00 -16.41 -0.64 0.00 -14.51 0.00 14.51 1,130.80 565.40 1,377.56 833.48 0.45 -0.08 0.032 50.00 -15.24 -0.61 0.00 -11.33 0.00 11.33 1,130.80 565.40 1,377.56 833.48 0.54 -0.09 0.027 52.00 -14.53 -0.57 0.00 -10.10 0.00 10.10 1,130.80 565.40 1,377.56 833.48 0.57 -0.09 0.025 55.00 -13.83 -0.54 0.00 -8.40 0.00 8.40 1,130.80 565.40 1,377.56 833.48 0.63 -0.09 0.022 60.00 -5.28 -0.23 0.00 -5.70 0.00 5.70 1,130.80 565.40 1,377.56 833.48 0.73 -0.09 0.012 64.83 -4.19 -0.22 0.00 -4.57 0.00 4.57 1,130.80 565.40 1,377.56 833.48 0.82 -0.10 0.009 64.83 -4.19 -0.22 0.00 -4.57 0.00 4.57 386.65 193.32 208.20 135.53 0.82 -0.10 0.045 65.00 -4.17 -0.21 0.00 -4.53 0.00 4.53 386.65 193.32 208.20 135.53 0.82 -0.10 0.044 70.00 -3.72 -0.19 0.00 -3.50 0.00 3.50 386.65 193.32 208.20 135.53 0.94 -0.12 0.035 75.00 -3.27 -0.17 0.00 -2.56 0.00 2.56 386.65 193.32 208.20 135.53 1.07 -0.13 0.027 80.00 -2.82 -0.15 0.00 -1.72 0.00 1.72 386.65 193.32 208.20 135.53 1.22 -0.15 0.020 85.00 -2.36 -0.13 0.00 -0.98 0.00 0.98 386.65 193.32 208.20 135.53 1.37 -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 1.53 -0.16 0.003 95.0000 01 386.65 193.32 208.20 135.53 1.70 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 1.77 -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_02 1/25/2018 10:52:09 PM Customer: VERIZON WIRELESS , Load Case: 1.0D + 1.0W 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 Load Wind FX Load Wind FX (ft) Description Load MY MZ p (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (lb) (Ib) (Ib) (lb-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 9.5 50.6 797.9 0.0 0.0 10.00 50.6 788.4 0.0 47.6 50.6 836.0 0.0 0.0 15.00 50.6 788.4 0.0 47.6 50.6 836.0 0.0 0.0 20.00 50.6 788.4 0.0 47.6 50.6 836.0 0.0 0.0 25.00 50.6 788.4 0.0 47.6 50.6 836.0 0.0 0.0 30.00 37.2 788.4 0.0 47.6 37.2 836.0 0.0 0.0 32.33 Top-Section 1 25.9 367.9 0.0 22.2 25.9 390.2 0.0 0.0 35.00 40.9 316.7 0.0 25.4 40.9 342.1 0.0 0.0 40.00 54.9 593.8 0.0 47.6 54.9 641.5 0.0 0.0 45.00 56.8 593.8 0.0 47.6 56.8 641.5 0.0 0.0 50.00 40.6 593.8 0.0 47.6 40.6 641.5 0.0 0.0 52.00 Appurtenance(s) 29.7 237.5 91.7 0.0 0.0 53.2 0.0 19.1 121.4 309.8 0.0 0.0 55.00 48.4 356.3 0.0 28.5 48.4 384.8 0.0 0.0 60.00 Appurtenance(s) 60.6 593.8 750.0 0.0 0.0 2,562.8 0.0 47.5 810.6 3,204.1 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) 31.2 203.0 181.2 0.0 602.7 425.0 0.0 0.8 212.4 628.8 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: 1,922.91 13,856.7 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_02 1/25/2018 10:52:09 PM Customer: VERIZON WIRELESS , ' Serviceability60 mph 19 Iterations Load Case: 1.oD + 1.ow p 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 -13.86 -1.90 0.00 -107.69 0.00 107.69 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.102 5.00 -13.06 -1.86 0.00 -98.19 0.00 98.19 1,501.37 750.68 1,813.59 1,160.39 0.02 -0.03 0.093 10.00 -12.22 -1.81 0.00 -88.91 0.00 88.91 1,501.37 750.68 1,813.59 1,160.39 0.06 -0.06 0.085 15.00 -11.38 -1.76 0.00 -79.86 0.00 79.86 1,501.37 750.68 1,813.59 1,160.39 0.13 -0.08 0.076 20.00 -10.55 -1.72 0.00 -71.04 0.00 71.04 1,501.37 750.68 1,813.59 1,160.39 0.23 -0.10 0.068 25.00 -9.71 -1.67 0.00 -62.46 0.00 62.46 1,501.37 750.68 1,813.59 1,160.39 0.34 -0.12 0.060 30.00 -8.87 -1.63 0.00 -54.13 0.00 54.13 1,501.37 750.68 1,813.59 1,160.39 0.47 -0.14 0.053 32.33 -8.48 -1.60 0.00 -50.33 0.00 50.33 1,501.37 750.68 1,813.59 1,160.39 0.54 -0.14 0.049 32.33 -8.48 -1.60 0.00 -50.33 0.00 50.33 1,130.80 565.40 1,377.56 833.48 0.54 -0.14 0.068 35.00 -8.14 -1.56 0.00 -46.06 0.00 46.06 1,130.80 565.40 1,377.56 833.48 0.62 -0.15 0.062 40.00 -7.50 -1.51 0.00 -38.25 0.00 38.25 1,130.80 565.40 1,377.56 833.48 0.79 -0.17 0.053 45.00 -6.86 -1.45 0.00 -30.71 0.00 30.71 1,130.80 565.40 1,377.56 833.48 0.97 -0.18 0.043 50.00 -6.22 -1.41 0.00 -23.45 0.00 23.45 1,130.80 565.40 1,377.56 833.48 1.16 -0.19 0.034 52.00 -5.91 -1.29 0.00 -20.63 0.00 20.63 1,130.80 565.40 1,377.56 833.48 1.24 -0.19 0.030 55.00 -5.52 -1.24 0.00 -16.77 0.00 16.77 1,130.80 565.40 1,377.56 833.48 1.36 -0.20 0.025 60.00 -2.32 -0.42 0.00 -10.59 0.00 10.59 1,130.80 565.40 1,377.56 833.48 1.57 -0.20 0.015 64.83 -1.75 -0.38 0.00 -8.58 0.00 8.58 1,130.80 565.40 1,377.56 833.48 1.78 -0.20 0.012 64.83 -1.75 -0.38 0.00 -8.58 0.00 8.58 386.65 193.32 208.20 135.53 1.78 -0.20 0.068 65.00 -1.74 -0.37 0.00 -8.51 0.00 8.51 386.65 193.32 208.20 135.53 1.79 -0.20 0.067 70.00 -1.54 -0.34 0.00 -6.67 0.00 6.67 386.65 193.32 208.20 135.53 2.02 -0.25 0.053 75.00 -1.33 -0.31 0.00 -4.97 0.00 4.97 386.65 193.32 208.20 135.53 2.30 -0.28 0.040 80.00 -1.13 -0.28 0.00 -3.42 0.00 3.42 386.65 193.32 208.20 135.53 2.60 -0.30 0.028 85.00 -0.93 -0.25 0.00 -2.02 0.00 2.02 386.65 193.32 208.20 135.53 2.92 -0.32 0.017 90.00 -0.30 -0.03 0.00 -0.18 0.00 0.18 386.65 193.32 208.20 135.53 3.26 -0.32 0.002 95.00 -0.09 -0.01 0.00 -0.02 0.00 0.02 386.65 193.32 208.20 135.53 3.60 -0.32 0.000 97.33 0.00 -0.01 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 3.76 -0.32 0.000 Page: 11 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_02 1/25/2018 10:52:09 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period(S ) s 0.97 Spectral Response Acceleration at 1.0 Second Period(S ) i 0.42 Long-Period Transition Period(T L): 16 Importance Factor(I E): 1.00 Site Coefficient F a: 1.11 Site Coeffiecient F v: 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 di): 0.44 Seismic Response Coefficient(C s): 0.30 Upper Limit C s 0.30 Lower Limit C s 0.03 Period based on Rayleigh Method(sec): 0.99 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.24 Total Unfactored Dead Load: 13.86 k Seismic Base Shear(E): 5.40 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) 23 (Ib-ft) C vX (lb) (Ib) 96.17 95 28 0.018 97 22 92.50 203 173 21 87.50 204 57 0.036 197 273 20 53 0.034 185 274 19 82.50 204 49 0.032 172 77.50 204 274 18 46 0.029 159 274 72.50 204 42 0.027 146 17 67.50 204 274 16 64.92 38 0.025 134 274 15 62.42 7 1 0.001 4 575 9 98 0.063 342 773 14 57.50 641 13 99 0.064 345 862 53.50 385 54 0.035 189 12 51.00 257 5174 11 34 0.022 119 345 101 47.50 641 78 0.050 272 9 42.50 641 68 0.044 862 8 37.50 641 58 0.038 203233 862 7 33.67 342 27 0.017 862 6 31.17 390 28 0.018 95 460 27.50 836 98 524 5 22 50 836 51 0.033 180 1,124 4 40 0.026 140 1,124 17.50 836 29 0.019 102 3 12.50 836 1,124 2 19 0.012 67 1,124 1 9 7.50 836 10 0.007 36 2.50 798 2 0.002 1,073 1,073 Page: 12 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. 1/25/2018 10:52:09 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 Customer: VERIZON WIRELESS 0 0.000 1 2 Procom CXL 900-3LW 90.00 2 90.00 2 0 0.000 1 2 2 5" x 3" x 2"Cavity 1 0.000 2 3 Low Noise Amplifier 90.00 Swedcom SP 9014-DIN 90.00 42 11 53 Side Arm 0.007 39 355 556 33 5 0.003 19 90.00 378 102 0.066 44 08 Raycap DC6-48-60-18- 60.00 405 0.026 1 9 3 Ericsson Radio 22212 60.00 246 26 0.017 90 334 1 Ericsson RRUS 32 B2 60.00 159 255 41 0.027 145 343 Raycap RVZDC-6627-PF 60.00 60.00 86 Ericsson Radio 4449 64 10 0.007 36 J 173 411 850 2,016 MA ow o 60.00 306 50 0.032 MX06FIT 60.00 Flat Low 1,500 244 0.157 Profile Pla2 0.001 6 18 Nokia MPT-HC-HQAM 15 52.00 13 19 54 52.00 40 5 0.004 RFS SC3-190AB 13,857 1,549 1.000 5,404 18,626 Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Horizontal Vertical Above Force Force Base Weight W z Segment (ft) (lb) (lb-ft) C vx (Ib) (lb) 72 28 0.018 97 23 96.17 95 197 153 92.50 203 57 0.036 185 154 22 87.50 204 53 0.034 21 49 0.032 172 154 20 82.50 204 46 0.029 159 154 19 77.50 204 0.027 146 154 18 67.50 204 42 38 0.025 134 154 0 15 176 64.926 .9 207 1 0.001 4 434 62.42 575 98 0.063 5 342 15 99 0.064 345 485 14 57.50 641 91 2 53.50 385 54 0.035 189 294 13 34 0.022 119 12 4 641 78 0.050 272 485 11 427..550 0 641 68 0.044 237 485 10 42.50 641 485 37.50 641 58 0.038 203 259 9 27 0.017 95 8 33.671 342 390 28 0.018 98 295 7 227.1.500 836 251 0.033 180 632 6 40 0.026 140 632 5 22.50 836 02 632 17.50 836 29 0.019 1 62 632 4 12.50 836 19 0.012 3 10 0.007 36 632 2 7.50 836 2 0.002 9 603 1 2.50 798 90.00 2 0 0.000 1 1 5" x 3" CXL avx 2" Cavity ty 90.001 1 2 0 0.000 5" x 3" 0.000 2 2 Low Noise Amplifier 90.00 2 1 39 32 90.00 42 11 0.007286 SwedcomdSP 9014 DIN 378 102 0.066 355 Side Arm 90.00 19 25 60.00 186 RaycapDC6-48-60-18- 33 5 0.003 246 40 0.026 139 Ericsson n Radio 22212 60.00120 26 0.017 Ericsson RRUS 32 B2 60.00 159 46 10 027 1 90 193 Ericsson Radio 4449 60.00 255 64 10 0.007 36 93 60.00 231 Raycap RVZDC-6627-PF 50 0.032 173 JMA Wireless MX06FIT 60.00 306 0.157 850 1,1342 60.00 1,500 2446 10 Flat Low Profile Pla 13 2 0.001 Nokia MPT-HC-HQAM 15 52.00 2 0.004 19 30 RFS SC3-190AB 52.00 40 13,857 1,549 1.000 5,404 10,473 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_02 1/25/2018 10:52:09 PM Customer: VERIZON WIRELESS Page: 14 Site Number: 414382 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. ' 1/25/2018 10:52:09 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 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 Mn Deflect Rotation Tn Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Ratio (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) 0.00 -17.55 -5.41 0.00 -316.21 0.00 316.21 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.284 5.00 -16.42 -5.39 0.00 -289.17 0.00 289.17 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.09 0.260 10.00 -15.29 -5.34 0.00 -262.19 0.00 262.19 1,501.37 750.68 1,813.59 1,160.39 0.18 -0.16 0.236 15.00 -14.16 -5.25 0.00 -235.47 0.00 235.47 1,501.37 750.68 1,813.59 1,160.39 0.39 -0.23 0.212 20.00 -13.03 -5.12 0.00 -209.20 0.00 209.20 1,501.37 750.68 1,813.59 1,160.39 0.66 -0.30 0.189 25.00 -11.90 -4.95 0.00 -183.58 0.00 183.58 1,501.37 750.68 1,813.59 1,160.39 1.00 -0.35 0.166 30.00 -11.38 -4.85 0.00 -158.85 0.00 158.85 1,501.37 750.68 1,813.59 1,160.39 1.40 -0.40 0.145 32.33 -10.91 -4.76 0.00 -147.52 0.00 147.52 1,501.37 750.68 1,813.59 1,160.39 1.60 -0.42 0.134 32.33 -10.91 -4.76 0.00 -147.52 0.00 147.52 1,130.80 565.40 1,377.56 833.48 1.60 -0.42 0.187 35.00 -10.05 -4.56 0.00 -134.83 0.00 134.83 1,130.80 565.40 1,377.56 833.48 1.84 -0.44 0.171 40.00 -9.19 -4.32 0.00 -112.05 0.00 112.05 1,130.80 565.40 1,377.56 833.48 2.33 -0.49 0.143 45.00 -8.33 -4.04 0.00 -90.46 0.00 90.46 1,130.80 565.40 1,377.56 833.48 2.86 -0.52 0.116 50.00 -7.98 -3.92 0.00 -70.24 0.00 70.24 1,130.80 565.40 1,377.56 833.48 3.42 -0.55 0.091 52.00 -7.39 -3.71 0.00 -62.39 0.00 62.39 1,130.80 565.40 1,377.56 833.48 3.66 -0.56 0.081 55.00 -6.53 -3.35 0.00 -51.28 0.00 51.28 1,130.80 565.40 1,377.56 833.48 4.02 -0.58 0.067 60.00 -2.33 -1.52 0.00 -34.51 0.00 34.51 1,130.80 565.40 1,377.56 833.48 4.63 -0.59 0.043 64.83 -2.33 -1.51 0.00 -27.18 0.00 27.18 1,130.80 565.40 1,377.56 833.48 5.24 -0.60 0.035 64.83 -2.33 -1.51 0.00 -27.18 0.00 27.18 386.65 193.32 208.20 135.53 5.24 -0.60 0.207 65.00 -2.05 -1.38 0.00 -26.92 0.00 26.92 386.65 193.32 208.20 135.53 5.26 -0.60 0.204 70.00 -1.78 -1.23 0.00 -20.03 0.00 20.03 386.65 193.32 208.20 135.53 5.96 -0.73 0.152 75.00 -1.50 -1.07 0.00 -13.87 0.00 13.87 386.65 193.32 208.20 135.53 6.78 -0.82 0.106 80.00 -1.23 -0.90 0.00 -8.52 0.00 8.52 386.65 193.32 208.20 135.53 7.68 -0.89 0.066 85.00 -0.96 -0.71 0.00 -4.03 0.00 4.03 386.65 193.32 208.20 135.53 8.63 -0.92 0.032 90.00 -0.13 -0.10 0.00 -0.49 0.00 0.49 386.65 193.32 208.20 135.53 9.60 -0.93 0.004 95.00 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 11.03 -0.93 0.000 Page: 15 • '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_02 1/25/2018 10:52:09 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)p ) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -9.87 -5.40 0.00 -314.17 0.00 314.17 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.277 5.00 -9.23 -5.38 0.00 -287.16 0.00 287.16 1,501.37 750.68 1,813.59 1,160.39 0.05 -0.08 0.254 10.00 -8.59 -5.32 0.00 -260.27 0.00 260.27 1,501.37 750.68 1,813.59 1,160.39 0.18 -0.16 0.230 15.00 -7.95 -5.23 0.00 -233.66 0.00 233.66 1,501.37 750.68 1,813.59 1,160.39 0.38 -0.23 0.207 20.00 -7.31 -5.09 0.00 -207.54 0.00 207.54 1,501.37 750.68 1,813.59 1,160.39 0.66 -0.29 0.184 25.00 -6.68 -4.91 0.00 -182.08 0.00 182.08 1,501.37 750.68 1,813.59 1,160.39 1.00 -0.35 0.161 30.00 -6.38 -4.82 0.00 -157.52 0.00 157.52 1,501.37 750.68 1,813.59 1,160.39 1.39 -0.40 0.140 32.33 -6.12 -4.72 0.00 -146.28 0.00 146.28 1,501.37 750.68 1,813.59 1,160.39 1.59 -0.42 0.130 32.33 -6.12 -4.72 0.00 -146.28 0.00 146.28 1,130.80 565.40 1,377.56 833.48 1.59 -0.42 0.181 35.00 -5.64 -4.52 0.00 -133.69 0.00 133.69 1,130.80 565.40 1,377.56 833.48 1.83 -0.44 0.165 40.00 -5.15 -4.28 0.00 -111.09 0.00 111.09 1,130.80 565.40 1,377.56 833.48 2.31 -0.48 0.138 45.00 -4.67 -4.01 0.00 -89.68 0.00 89.68 1,130.80 565.40 1,377.56 833.48 2.84 -0.52 0.112 50.00 -4.47 -3.89 0.00 -69.63 0.00 69.63 1,130.80 565.40 1,377.56 833.48 3.40 -0.55 0.088 52.00 -4.14 -3.67 0.00 -61.85 0.00 61.85 1,130.80 565.40 1,377.56 833.48 3.63 -0.56 0.078 55.00 -3.66 -3.32 0.00 -50.83 0.00 50.83 1,130.80 565.40 1,377.56 833.48 3.99 -0.57 0.064 60.00 -1.31 -1.51 0.00 -34.21 0.00 34.21 1,130.80 565.40 1,377.56 833.48 4.59 -0.59 0.042 64.83 -1.30 -1.50 0.00 -26.93 0.00 26.93 1,130.80 565.40 1,377.56 833.48 5.20 -0.60 0.033 64.83 -1.30 -1.50 0.00 -26.93 0.00 26.93 386.65 193.32 208.20 135.53 5.20 -0.60 0.202 65.00 -1.15 -1.37 0.00 -26.68 0.00 26.68 386.65 193.32 208.20 135.53 5.22 -0.60 0.200 70.00 -0.99 -1.22 0.00 -19.85 0.00 19.85 386.65 193.32 208.20 135.53 5.91 -0.73 0.149 75.00 -0.84 -1.06 0.00 -13.74 0.00 13.74 386.65 193.32 208.20 135.53 6.73 -0.82 0.104 80.00 -0.69 -0.89 0.00 -8.43 0.00 8.43 386.65 193.32 208.20 135.53 7.62 -0.88 0.064 85.00 -0.54 -0.70 0.00 -3.99 0.00 3.99 386.65 193.32 208.20 135.53 8.56 -0.91 0.031 90.00 -0.07 -0.10 0.00 -0.49 0.00 0.49 386.65 193.32 208.20 135.53 9.52 -0.92 0.004 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 10.49 -0.93 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 10.94 -0.93 0.000 Page: 16 ` Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. • Site Number: 414382 1/25/2018 10:52:09 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 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 1.00 Importance Factor(I E): 1.11 Site Coefficient F a 1.58 Site Coefficient F Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period (S ds)' 0.72 Desing Spectral Response Acceleration at 1.0 Second Period(Sdl): 0.44 Period Based on Rayleigh Method(sec): 0.99 1.30 Redundancy Factor(p): Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Horizontal Vertical Above Base Weight Force Force Segment (ft) (Ib) a b c Saz (lb) (Ib) 23 96.17 95 1.845 1.751 1.057 1.481 122 12722 273 22 92.50 203 1.707 1.149 0.825 1.186 2 209 274 21 87.50 204 1.527 0.571 0.576 0.855 1151 274 20 82.50 204 1.358 0.209 0.390 0.603 75 274 77.50 204 1.198 0.003 0.253 0.422 19 0.157 0.306 54 274 18 72.50 204 1.049 -0.094 274 17 67.50 204 0.909 -0.122 0.091 0.242 431 4 16 64.92 7 0.841 -0.118 0.066 0.224 1061 7739 15 62.42 575 0.777 -0.107 0.048 0.213 14 57.50 641 0.660 -0.074 0.023 0.206 164 862517 53.50 385 0.571 -0.042 0.012 0.205 345 13 46 12 51.00 257 0.519 -0.023 0.008 0.205 113 862 11 47.50 641 0.450 0.002 0.006 0.203 108 862 42.50 641 0.360 0.030 0.008 0.195862 10 100 9 37.50 641 0.281 0.049 0.014 0.180 49 460 33.67 342 0.226 0.059 0.020 0.166 524 8 53 7 31.17 390 0.194 0.064 0.024 0.156 102 1,124 6 27.50 836 0.151 0.068 0.030 0.141 88 1,124 5 22.50 836 0.101 0.071 0.037 0.122 76 1,124 4 17.50 836 0.061 0.072 0.041 0.105 64 1,124 12.50 836 0.031 0.068 0.041 0.089 3 2 7.50 836 0.011 0.057 0.033 0.068 49 1,12421 1,073 1 2.50 798 0.001 0.026 0.014 0.031 1 2 5"Prx 3" x 2" 90.00 2 1.61 1.616 0.829 0.692 1.011 1 2 CXL av6 0.829 0.692 1.011 5" x 3" Cavity 90.00 2 Low Noise Amplifier 90.00 2 2 3 1.616 0.829 0.692 1.011 1.616 0.829 0.692 1.011 32 53 Swedcom SP 9014-DIN 90.00 42 0.692 1.011 337 508 Side Arm 90.00 378 1.616 0.829 6 44 Raycap DC6-48-60-18- 60.00 33 0.718 -0.092 0.034 0.208 331 44 Ericsson Radio 22212 60.00 246 0.718 -0.092 0.034 0.208 0.034 0.208 29 214 Ericsson RRUS 32 B2 60.00 159 0.718 -0.092 9 343 Ericsson Radio 4449 60.00 255 0.718 -0.092 0.034 0.208 0.034 0.2 8 4 42 43 Raycap RVZDC-6627-PF 60.00 64 0.718 -0.092 411 JMA Wireless MX06FIT 60.00 306 0.718 -0.092 0.034 0.208 55 Page: 17 '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_02 1/25/2018 10:52:10 PM Customer: VERIZON WIRELESS Flat Low Profile Pla 60.00 1,500 0.718 -0.092 0.034 Nokia MPT-HC-HQAM 15 52.00 13 0.205 270 2,016 0.539 -0.031 0.009 0.205 2 18 RFS SC3-190AB 52.00 40 0.539 -0.031 0.009 0.205 7 54 13,857 29.014 7.103 7.485 14.520 2,762 18,626 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Base Weight Horizontal Vertical Segment (ft) (Ib) a Force Force b c Saz (Ib) (Ib) 23 96.17 95 1.845 1.751 1.057 1.481 22 92.50 203 1.707 1.149 0.825202 53 21 87.50 204 1.527 0.571 0.5761.186 0.8552 10519 153 20 82.50 204 1.358 0.209 0.390 6 154 0.603 1 19 77.50 204 1.198 0.003 0.253 75 154 18 72.50 204 1.049 -0.094 0.157 0.306 74 154 17 67.50 204 0.909 -0.122 0.091 54 154 16 64.92 7 0.224 43 154 0.841 -0.118 0.066 0.224 1 5 15 62.42 575 0.777 -0.107 0.048 0.213 106 14 57.50 641 0.660 -0.074 0.023485 13 53.50 3850.206 1148 485 12 0.571 -0.042 0.012 0.205 68 291 51.00 257 0.519 -0.023 0.008 0.205 46 11 47.50 641 0.450 0.002 0.006 185 10 42.50 641 0.360 0.030 0.008 0.295 108 485 0.195 10 9 37.50 6410 485 8 0.281 0.049 0.014 0.180 100 485 33.67 342 0.226 0.059 0.020 0.166 49 7 31.17 390 0.194 0.064 0.024 295 6 27.50 836 0.151 0.068 0.030 0.146 53 295 0.141 5 22.50 836 0.101 0.071 0.037 0.122 88 102 632 4 17.50 836 0.061 0.072 0.041 0.105632 3 12.50 836 0.031 0.068 0.041 76 632 2 7.50 836 0.011 0.057 0.033 0 068 64 632 1 2.50 798 0.0010.026 0.0140.068 491 632 Procom CXL 900-3LW 90.00 2 1.616 0.829 0.692 1 0.031 21 1603 5"x 3"x 2"Cavity 90.00 2 .011 1 1 1.616 0.829 0.692 1.011 1 1 Low Noise Amplifier 90.00 2 1.616 0.829 0.692 Swedcom SP 9014-DIN 90.00 42 1.616 0.829 0.692 1.011 2 2 1.011 37 32 Side Arm 90.00 378 1.616 0.829 0.692 Raycap DC6-48-60-18- 60.00 331.208 331 286 Ericsson Radio 22212 60.00 246 0.718 -0.092 0.034 0.208 6 256 Ericsson RRUS 32 32 60.00 159 0.718 -0.092 0.034 0.208 44 120 0.718 -0.092 0.034 0.208 29 193 Ericsson Radio 4449 60.00 255 13 Raycap RVZDC-6627-PF 60.00 64 0.718 -0.092 0.034 0.718 -0.092 0.034 0.208 46 198 0 208 7 JMA Wireless MXO6FIT 60.00 306 0.718 -0.092 0.034 0 208 52 38 Flat Low Profile Pla 60.00 1,500 0.718 -0.092 0.0345 1,13423 0 Nokia MPT-HC-HQAM 15 52.00 13 0.208 270.539 -0.031 0.009 0.205 2 10 RFS SC3-190AB 52.00 40 0.539 -0.031 0.009 0.205 7 30 13,857 29.014 7.103 7.485 14.520 2,762 10,473 Page: 18 Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved, Site Number: 414382 1/25/2018 10:52:10 PM Site Name: PORQ SANDBURG OR, OR Engineering Number:OAA716424_C3_02 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 0.157 0.00 -17.55 -2.75 0.00 -169.13 0.00 169.13 1,501.37 750.68 1,813.59 1,160.39-16.43 -2.71 0.00 -155.39 0.00 155.39 1,501.37 750.68 1,813.59 1,160.39 0.0� 5.00 0.05 0.145 10.00 -14.18 -2.59 0.00 -128.56 0.00 128.560 -0.09 0.132 1,501.37 750.68 1,813.59 1,160.39 0.21 110.00 -0.13 0.120 20.00 -13.05 -2.50 0.00 -115.63 0.00 115.63 1,501.37 750.68 1,813.59 1,160.39 0.36 -0.16 0.108 25.00 -11.40 -2.355 0.00 191.09 0.00 103.11 30.0091.09 1,501.37 750.68 1,813.59 1,160.39 0.76 -0.22 0.086 32.33 -10.94 -2.30 0.00 -85.60 0.00 85.60 1,501.37 750.68 1,813.59 1,160.39 0.87 -0.23 0.081 32.33 -10.94 -2.30 0.00 -85.60 0.00 85.60 1,130.80 565.40 1,377.56 833.48 0.87 -0.23 0.112 0 -0.24 0.104 40.0019.22 22 _2.10 0.00 -68.44 0.00 68.44 1,130.80 565.40 1,377.56 833.48 1.272 0.000.27 0.090 45.00 -8.35 -1.98 0.00 -57.95 0.00 57.95 1,130.80 565.40 1,377.56 833.48 1.56 -0.29 0.077 50.00 -8.01 -1.94 0.00 -48.04 0.00 48.04 1,130.80 565.40 1,377.56 833.48 1.88 -0.31 0.065 52.00 -7.42 -1.86 0.00 -44.17 0.00 44.17 1,130.80 565.40 1,377.56 833.48 2.01 -0.32 0.060 55.00 2. 60.00 _ 34 -1.15 0.00 -29.91 0.00 29.91 1,130.80 565.40 1,377.56 833.48 2.57 -0.34 0.038 64.83 2.33 -1.15 0.00 -24.36 0.00 24.36 1,130.80386.6 193.322 1,377.568 208.20 135.53 65.03 3 _ 2.92 -0.35 0.186 65.00 -2.06 -1.10 0.00 -24.17 0.00 24.17 386.65 193.32 208.20 135.53 2.93 -0.35 0.184 70.00 .65 386.65 193.32 208.20 135.53 3.37 -0.47 0.142 -1.518 -0.98 0.00 -13.40 0.00 75.0013.40 386.65 193.32 208.20 135.53 3.91 -0.56 0.103 80 80.00 -1.24 -0.87 0.00 -8.52 0.00 8.52 386.65 193.32 208.20 135.53 4.52 -0.62 0.066 0.00 386.65 193.32 208.20 135.53 5.19 -0.65 0.033 85.00 _0.13 -0.12 0.00 -0.618 0.00 0.618 90.00 386.65 193.32 208.20 135.53 5.88 -0.66 0.005 95.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6.57 -0.67 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6.90 -0.67 0.000 Page: 19 'Site Number: 414382 1 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_02 1/25/2018 10:52:10 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 Resultanthi p 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 -9.87 -2.74 0.00 -167.98 0.00 167.98 1,501.37 750.68 1,813.59 1,160.39 0.00 0.00 0.151 5.00 -9.23 -2.70 0.00 -154.25 0.00 154.25 1,501.37 750.68 1,813.59 1,160.39 0.02 -0.05 0.139 10.00 -8.60 -2.64 0.00 -140.74 0.00 140.74 1,501.37 750.68 1,813.59 1,160.39 0.09 -0.09 0.127 15.00 -7.97 -2.57 0.00 -127.53 0.00 127.53 1,501.37 750.68 1,813.59 1,160.39 0.21 -0.12 0.115 20.00 -7.33 -2.49 0.00 -114.67 0.00 114.67 1,501.37 750.68 1,813.59 1,160.39 0.35 -0.16 0.104 25.00 -6.70 -2.38 0.00 -102.24 0.00 102.24 1,501.37 750.68 1,813.59 1,160.39 0.54 -0.19 0.093 30.00 -6.41 -2.33 0.00 -90.32 0.00 90.32 1,501.37 750.68 1,813.59 1,160.39 0.75 -0.22 0.082 32.33 -6.15 -2.28 0.00 -84.88 0.00 84.88 1,501.37 750.68 1,813.59 1,160.39 0.86 -0.23 0.077 32.33 -6.15 -2.28 0.00 -84.88 0.00 84.88 1,130.80 565.40 1,377.56 833.48 0.86 -0.23 0.107 35.00 -5.66 -2.18 0.00 -78.78 0.00 78.78 1,130.80 565.40 1,377.56 833.48 0.99 -0.24 0.100 40.00 -5.18 -2.08 0.00 -67.86 0.00 67.86 1,130.80 565.40 1,377.56 833.48 1.26 -0.27 0.086 45.00 -4.69 -1.96 0.00 -57.48 0.00 57.48 1,130.80 565.40 1,377.56 833.48 1.55 -0.29 0.073 50.00 -4.50 -1.92 0.00 -47.67 0.00 47.67 1,130.80 565.40 1,377.56 833.48 1.87 -0.31 0.061 52.00 -4.17 -1.84 0.00 -43.84 0.00 43.84 1,130.80 565.40 1,377.56 833.48 2.00 -0.32 0.056 55.00 -3.68 -1.72 0.00 -38.32 0.00 38.32 1,130.80 565.40 1,377.56 833.48 2.20 -0.33 0.049 60.00 -1.31 -1.14 0.00 -29.71 0.00 29.71 1,130.80 565.40 1,377.56 833.48 2.55 -0.34 0.037 64.83 -1.31 -1.14 0.00 -24.20 0.00 24.20 1,130.80 565.40 1,377.56 833.48 2.90 -0.35 0.030 64.83 -1.31 -1.14 0.00 -24.20 0.00 24.20 386.65 193.32 208.20 135.53 2.90 -0.35 0.182 65.00 -1.15 -1.10 0.00 -24.01 0.00 24.01 386.65 193.32 208.20 135.53 2.91 -0.35 0.180 70.00 -1.00 -1.04 0.00 -18.52 0.00 18.52 386.65 193.32 208.20 135.53 3.34 -0.47 0.139 75.00 -0.84 -0.97 0.00 -13.31 0.00 13.31 386.65 193.32 208.20 135.53 3.88 -0.55 0.100 80.00 -0.69 -0.86 0.00 -8.46 0.00 8.46 386.65 193.32 208.20 135.53 4.49 -0.61 0.064 85.00 -0.54 -0.71 0.00 -4.16 0.00 4.16 386.65 193.32 208.20 135.53 5.15 -0.65 0.032 90.00 -0.07 -0.12 0.00 -0.61 0.00 0.61 386.65 193.32 208.20 135.53 5.83 -0.66 0.005 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6.52 -0.66 0.000 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 193.32 208.20 135.53 6.85 -0.66 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_02 1/25/2018 10:52:10 PM Customer: VERIZON WIRELESS , 'Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment Elev Interaction FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D + 1.6W 6.11 0.00 16.62 0.00 0.00 346.68 0.00 0.31 0.9D + 1.6W 6.10 0.00 12.47 0.00 0.00 345.42 0.00 0.31 0.00 1.2D + 1.0Di + 1.0Wi 0.88 0.00 28.10 0.00 0.00 49.62 0.00 0.06 (1.2 + 0.2Sds) * DL+ E ELFM 5.41 0.00 17.55 0.00 0.00 316.21 60.00 0.280.19 (1.2 + 0.2Sds) * DL+ E EMAM 2.75 0.00 17.55 0.00 0.00 169.13 (0.9-0.2Sds) * DL+ E ELFM 5.40 0.00 9.87 0.00 0.00 314.17 6 40.4.83 0083 0.280. 8 (0.9-0.2Sds) * DL+ E EMAM 2.74 0.00 9.87 0.00 0.00 167.98 0.00 0.10 1.0D + 1.0W 1.90 0.00 13.86 0.00 0.00 107.69 Page: 21 Plate Type ;Ba Pole Diameter Code Rev. Date 0: in Engineer ,,,,E,1104:0;;,).,,,,,,,,:,7jtariki ii Pole Thickness Aiiitztvad0.4 in Site# 1 61 Plate Diameter in Moment 61 Plate Thickness -_ 4 Carrier 9 ' . in Axial „„„. - Plate Fy ksi R Weld Length ”"-Y'. 45 in Kesistance � ” ntrt k-in Applied 53.78 k-in # Algent# 0 C co Bolt Circle eilimg4 in (R)adial/(S)quare • Diameter essamdt0 in . Hole Diameter isiny.ity4 in m° Type a' Fy Mend, ksi Fu 'ksi il)s Resistance „... 65.20 k Applied 40.98 k # _ .._ .___... ....._ ` .... .............:.......:.:....::... • c N Plate Stress Ratio: I 0.23 ((Pass) Bolt Stress Ratio: # I 0.63 (Pass) _<; °; 0 tlJ O w Plate Type ;< ,: :. .:. :. : Code Rev. tigorclowl Date Pole Diameter =r>:: _ o Pole Thickness n ' in Site# 40010100 in Moment ^ ,Z2 - carrier .. ...,4e Wm.. ..... ..- estagRakivitgitaiiiitaLYJIA Plate Diameter :::::<;::.:.,. .. ��:::;;:,-.::y:;::;:;::<:,in Axial a, C Plate Thickness ksi Plate Fy r= _, :: as en Weld Length =`'„`__' v ' in Required Flange Thickness: CD 1:1:is Resistance 245.52 k-in 0.63 in OK Applied 24.30 k-in N L a) C CD y0 # s#2: Bolt Circle riPilimpits in (R)adial/(S)quare iiiMingliatSR.......... • t in Diameter ....„::-r: Hole Diameter =i= in ° Type m YP v`a =ksi Fu Fy ': 12 ksi (tos Resistance 126.47 k Applied 17.67 k # 111,1114: 'm''0'_ • C Plate Stress Ratio: E 0.10 (Pass) CD L O C Bolt Stress Ratio: °C 0.14 (Pass) # INSINS, 0 N O m N L re w Plate Type >;,,_...::_...:;7 F :. :::....: Code Rev. : M..... ,..,,.J Date 112 12018 Pole Diameter in Engineer co Pole Thickness "_ Y !..:; ,: in E_< Site MENE444.3.8affittsit e Plate Diameter mitolmiliptv in Moment • ` 4Carrier 14.:: 4 . c Plate Thickness ...................... _......_.... : : in Axial Plate Fy am"'"I'rorn""ii3B ksi Weld Length eo 9 = in Required Flange q Thickness: 03 (Ps Resistance 114.51 k-in I 0.81 in IOK Applied 18.56 k-in `:" " ;n CD CDW 0 0 Bolt Circle ; =in Radial/(S)quare M • Diameter gfistfisitiS in . Hole Diameter kirinkiniVS in m° Type 81,7025 Fy E= "; ,=<> :: 'ksi Fu MIEBEINIM ksi (as Resistance - - f126.47 k Applied 4.43 k # _.._ ........ .... _` `t • a) Plate Stress Ratio: 0.16 l(Pass) re Bolt Stress Ratio: # I 0.04 ((Pass) 0 N 0 m W Site Name: PORQ Sandburg OR,OR Program Last Updated: 5/13/2014 Site Number: 414382 American Tower Corporation Engineer: A.Sayeed Engineering Number: OAA716424_C3_02 Date: 01/25/18 VV Design Base Loads(Factored)-Analysis per TIA-222-G Standards -1I I-1 I I-1I I H I 0- Analyze Iyz e or Design na Foundation? at io n7 Foundation Mapped: e ;rf,, ,w" C €...- }' k-ft Moment(M): V tmgk;;x Shear/Leg(V): n;g°� - ,. <_ , (P): `° _O40 Axial Load UP I ift Le g (U): =k Tower Type(GT/SST/MP): .., Diameter of Caisson (d): ft Caisson aisso n Em b ed m e n t(L-h):h) : NIVASft VIU ;s; € ° : cf •:;>: .::.::::<: rl:._:.:.:..e :.':...^».;.;:._:.:.:..< ':.€:11::11:::::::' s ggeotigeeCai sonHei htAb0ve Groundh): : finft .Depth Below Ground Surface to Wate Table(w): _ : - :ft._e.:.:a:-:::�;:Unit Wei ht of Co : : p nrt Wei ht of Water: : : :; : ; . ::<: : :::, � :.;:..: : . Tension Skin Friction/Compression Skm Friction: ;< : �il:ii w® ysssf_-` ; :,rp: Pullout Angle: : . 449:degrees ; r : :ailo tAVOIREoggiWgiumigglogiim S ^3Sfiti- i-'[5j---- ----iiiif;i2i5ii:'i?yi- Soil Mechanical Properties Depth (ft) 7soil Cohesion Ultimate Skin Ultimate Bearing Top Bottom (pcf) (psf) (degree) Friction(psf) Pressure(psf) 0.0 2.0 1611404.8021.001.11.11.1111101111.8111.1.14111110.1.11111.18 _€ 6.0 :_:»,.::: 'rWIMEMEMistogion ::...::;::._..:::::...,:::-.:.....°!_$:.•»,.i::....._::::..,..._: .: :�:......:::::..._:r... S •:::;...,,.::;:_::..:::::._..:::.......:::.:.. .......;:::.... ?r--.>: ... ... ...... ..... ?:-:rr::•�::::;a;a':::YrraE�€§:�=rss:it�€€:< <s;�::: ;�:?:rat::::;;ir:..;<is<s�€ ;';;::,:aa;a:€;ta�:�:;:: LILIJ .. ., 12.0 ....::..._ .._:.......:.........::.........:.........:......_..::........:.........:::..:..:.�.......,,.:.»...._:,.,..,._:�......»:::......._:_. .. ._: .,.,....::...� ......».::........::m....:::� :::: :: :x: iai= ixiEi�is:�7itii' .....: .� 22.0 : :..::,....,, , 3 ;::,.:: dy setages27.0 Pc�r°�^EicrS:rrE�• :...................._......._?::..;,.,..:. xis'1 Required Embedment: 10.0 ft-OK,Caisson Embedment Satisfactory Volume of Concrete: 461.4 ft3 = 17.1 yd3 Weight of Concrete(Buoyancy Effect Considered): 69.2 k Average Soil Unit Weight: 124.8 pcf Skin Friction Resistance: 244.1 k Compressive Bearing Resistance: 314.2 k Pullout Weight(Minus Concrete Weight): 829.6 k Nominal Uplift Capacity per Leg(45TH): 235.0 k Nominal Compressive Capacity per Leg(CPn): 418.7 k 30.3 k 0.00 Result: OK Ti/�STn 0.07 Result: OK P"/OsPn: 1303.1 k Total Lateral Resistance: Inflection Point(Below Ground Surface): 15.0 ft Design Overturning Moment At Inflection Point(MD): 441.3 k-ft Nominal Moment Capacity(4)sMn): 4689.9 k-ft 0.09 Result: OK M D/00s M n' C 0.75 Design Factored Shear/Depth Design Factored Moment/Depth -40 -30 -20 -10 0 1 , 10 0 100 200 300 400 O 0 r, i , , , , !, , , , 5 5 I i i I 1 j I 1 10 Y 10 i t a ' N , 1 1 Q I — 15 i 15 i i I 20 — 20 I f i 1 ili I 1 -25 25 ---- ------ ------------- Shear(k) Moment(k-ft) Nominal and Factored Moment Capacity and Factored Design Loads 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 i 1 , 12000 1 i�...aa, 1 - i ' 10000 __– _,___._ __ _ 8000 Pu&Mu 1 I % II I IL 6000 I ' i N\i Tu&Mu ? i{ 4000 Q i i e 1 1 Factored Envelope _ .__. -___ -........__ -_.__. 2000 i � r , ` I 1 1 I ear ,e,Nominal Envelope l � i seeio I Ii � 7 2000 I I I I I I r -4000 Moment(k-ft)