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Plans JAN 3 0 ZO 1 7 Cr 'ti eS X3"`4:,. AMERICAN TOWER* CORPORATION Structural Analysis Report Structure : 76 ft Monopole ATC Site Name : Tigard-99, OR I OF TIGARD REVIEWED FOR C COMPLIANCE ATC Site Number : 82805 ,Approves Engineering Number : OAA693412 C3 !LTQ Perry*At 2607-- Proposed Carrier : AT&T Mobility C Address: Carrier Site Name : Tigard West Suitc By AIWA Date: Z, Ti 17 Carrier Site Number : PL77 Site Location : 12925 SW Pacific Hwy Portland, OR 97223-5015 OFFICE COPY 45.426639,-122779861 County : Washington Date : January 18, 2017 Max Usage : 82% Result : Pass PROP, !$ NG►N E.6- Prepared By: Reviewed By: O Z Brendan M.Smith, E.I. 71037PETP Structural Engineer II -11 OR CP � X'44-fir II?, .e/'1M GAR? Expires: 06/30/2017 Jan 19 2017 3:58 PM COsi8n ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 0AA693412_C3_01 January 18, 2017 AMERICAN TOWER' CORPORATION 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 ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA693412_C3_01 January 18, 2017 AMERICAN TOWER' Page 1 CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 76 ft monopole to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings Summit,Paul J.Ford Job#A29296-405,dated October 18,1996 Foundation Drawing Summit Drawing#1975-D1,dated October 10,1996 Geotechnical Report Redmond&Associates Job#150.014.G,dated November 15,1996 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: 93 mph(3-Second Gust,Vasd)/120 mph(3-Second Gust,Vuft) 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. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com , . A Eng. Number OAA693412_C3_01 January 18, 2017 AMERICAN TOWER' Page 2 CORPORATION Existing and Reserved Equipment Elevation'(ft) Mount RAD city Antenna Mount Type Lines Carrier 84.0 1 GPS 79.0 1 Raycap RCMDC-3315-PF-48 2 Antel BXA-171063/8CF (4)1 5/8"Coax 76.0 78.0 2 CSS XP18-80 T-Arms (4)7/8"Coax Verizon 2 Antel BXA-80080-8CF-EDIN-2 (1)1 5/8"Hybriflex 2 Antel BXA-70063/8CF (1)1/2"Coax 77.0 3 Ericsson RRUS 11(Band 7) 76.0 4 ClearComm CCFA-386-1W 6 Powerwave LGP21401 1 Raycap DC6-48-60-18-8F(32.8 lbs) 60.0 60.0 3 Kathrein 742 264 Sector Frames (12)7/8"Coax 3 KMW EPBQ-652L8H8 (1)0.39"Fiber Trunk AT&T Mobility 3 Alcatel-Lucent 3JR52703AAAA(126) 2 ClearComm CCDP-565-1W(6.85" Width) 1 Antel BXA-171063/8CF 1 Ericsson RRUS 12 45.0 45.0 Low Profile Platform (2)15/8"Coax Verizon 1 CSS XP18-80 (2)7/8"Coax 1 24"x 24"Junction Box 1 Antel BXA-80080-8CF-EDIN-2 1 Antel BXA-70063/8CF Equipment to be Removed Elevation'(ft) Mount RAD city Antenna Mount Type Lines Carrier 60.0 60.0 3 Alcatel-Lucent 9442 RRH2x40-07 - - AT&T Mobility Proposed Equipment Elevation'(ft) Mount RAD city Antenna Mount Type Lines Carrier 1 Raycap DC6-48-60-18-8F(22.3"Height) 3 Alcatel-Lucent RRH 2x40-07-L (4)0.78"8 AWG 6 60.0 60.0 Sector Frames (1)3/8"RET Control AT&T Mobility 3 Nokia B66a RRH4x45(U HIE) 3 Alcatel-Lucent RRH4X25-WCS Cable iMount 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 alongside existing [PROPOSED] coax, outside pole shaft. Stacking is not allowed. J ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com ___.- Eng. Number OAA693412_C3_01 January 18, 2017 AMERICAN TOWER' Page 3 CORPORATION Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 82% Pass Shaft 70% Pass Base Plate 23% Pass Foundations Reaction Component Original Design Factored Design Reactions Reactions* Analysis Reactions %of Design Moment(Kips-Ft) 600.0 810.0 582.4 72% Shear(Kips) 11.0 14.9 11.3 76% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Antenna Deflection Sway(Rotation) Elevation (ft) Carrier Raycap DC6-48-60-18-8F(22.3" Height) 60.0 Alcatel-Lucent RRH 2x40-07-L AT&T Mobility 0.540 0.913 4 Nokia B66a RRH4x45(UHIE) Alcatel-Lucent RRH4X25-WCS *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A AMERICAN TOWER° CORPORATION Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: - Information supplied by the client regarding the structure itself,antenna, mounts and feed line loading on the structure and its components,or other relevant information. - Information from drawings in the possession of American Tower Corporation,or generated by field inspections or measurements of the structure. 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. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. 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 we supply. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Pole: 82805 Code: ANSI/TIA-222-G Description: 76 ft Summit Monopole Client: AT&T Mobility Struct Class: II v Location: Tigard-99,OR Shape: 18 Sides Exposure: B ©2007-2017 by ATC IP LLC. All rights reserved. Height: 76.00 (ft) Topo: 1 Base Elev(ft): 0.00 Taper: 0.162039in/ft) 76,-0' Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 35.000 22.26 27.94 0.250 0.000 0.162000 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 0.162000 60 Discrete Appurtenance 6V-01 I I I] Attach Force Elev (ft) Elev (ft) Qty Description 76.000 79.000 1 Raycap RCMDC-3315-PF-48 76.000 78.000 2 Amphenol Antel BXA- 76.000 77.000 3 Ericsson RRUS 11 (Band 7) -0" 76.000 76.000 4 ClearComm CCFA-386-1W 3/16�T'i 76.000 78.000 2 Amphenol Antel BXA-80080- ( KSIck 76.000 78.000 2 Antel BXA-70063/8CF 76.000 78.000 2 CSS XP18-80 76.000 84.000 1 GPS 76.000 76.000 3 Flat T-Arm 45-0" 60.000 60.000 3 Alcatel-Lucent 3JR52703AAAA 60.000 60.000 3 KMW EPBQ-652L8H8 60.000 60.000 3 Alcatel-Lucent RRH4X25-WCS 60.000 60.000 3 Alcatel-Lucent RRH 2x40-07-L 60.000 60.000 1 Raycap DC6-48-60-18-8F(22.3" 60.000 60.000 3 Nokia B66a RRH4x45(UHIE) -- 60.000 76'-0" 60.000 60.000 3 Kathrein Scala 742 264 35-0'" 60.000 60.000 1 Raycap DC6-48-60-18-8F(32.8 lb 60.000 60.000 6 Powerwave LGP21401 60.000 60.000 3 Round Sector Frame 45.000 45.000 1 24"x 24"Junction Box 45.000 45.000 1 Antel BXA-70063/8CF_ 36. 45.000 45.000 1 Antel BXA-171063/8CF 32'-0" l 45.000 45.000 2 ClearComm CCDP-565-1W 45.000 45.000 1 Amphenol Antel BXA-80080- 45.000 45.000 1 Ericsson RRUS 12 45.000 45.000 1 CSS XP18-80 45.000 45.000 1 Fiat Low Profile Platform Linear Appurtenance 35-0` Elev(ft) Exposed lig Thidc From To Description To Wind (60 KSI) 0.000 45.000 1 5/8" Coax No 0.000 45.000 7/8"Coax No 0.000 60.000 0.39"Fiber Trunk Yes 0.000 60.000 0.78"8 AWG 6 Yes 0.000 60.000 3/8"RET Control Yes 0.000 60.000 7/8" Coax Yes 0.000 76.000 1 5/8"Coax No 0.000 76.000 1 5/8"Hybriflex No 0.000 76.000 1/2"Coax No v 0.000 76.000 7/8"Coax No Load Cases 1.2D+1.6W 93 mph with No Ice 0.9D+1.6W 93 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 (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.0D+1.0W Serviceability 60 mph I 7E0" Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 582.44 11.28 12.06 0.9D+1.6W 577.68 11.24 9.04 1.2D+1.0Di+1.0Wi 61.03 1.09 29.43 (1.2+0.2Sds)*DL+E ELFM 162.89 2.76 12.95 (1.2+0.2Sds)*DL+E EMAM 188.03 2.87 12.95 (0.9-0.2Sds)*DL+E ELFM 160.41 2.76 7.29 (0.9-0.2Sds)*DL+E EMAM 184.93 2.86 7.29 1.0D+1.0W 151.84 2.95 10.08 60'-0* I Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 4-0m 3116*Thidc (60 KSI) 3:5-0" A 36' 332'-0" v 35-0a 114*Thick (60 KSI) I I Y Load Case : 1.2D + 1.6W Max Ratio 70.30% at 0.0 ft 0.02 _ , 75.000 ,., _ 1 > 1.00 0.07 70.000 - : i , , a 0.11 i , 65.000 - _ - _., r„ 1 0.14 a 60.000 ._,_, _ 40.23 t -±-1 0.31 50.000 - _ ... . _ �... . ., , 0.38 45.000 . .. . j 3 I I I I 0.47 2 I .40.000 - . ,.�., , ii m 3 0.55 ui _ ,. _ ., .,� .� 35.000 - e I 32.000 - - - - t 0.47 _ �. 1 " 30.000 - -, . �� �..A 1 0.51 25.000 _ . . _ .__ _ ,, ..,� . 0.56 t. E I 0.59 15.000 ..... .,wi $.,,,, 063 1 10.000 - , 0.67 5.000 - ,.. . ,s--_ ,,:a - 0.70 i 0.000 -„ ,: _.4,.,,. .,.. _,. ,.. , _ .___,.. F ' I • . .., , , , ,. . . . . . 1 . . . � . . . . . 1 . . . , . . . , . . . , . , , 1 . . . j . . . . . . 1 � . . � . , . . . , . , . 1 . . . 1.00 0.02 0.07 0.12 0.17 0.22 0.27 0.32 0.37 0.42 0.47 0.52 0.57 0.62 0.67 0.72 0.77 0.82 0.87 0.92 0.t Interaction Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:56:59 PM Customer: AT&T Mobility 1 Analysis Parameters Location: Washington County,OR Code: ANSI/TIA-222-G Height(ft): 76 Shape: 18 Sides Base Diameter(in): 27.94 Pole Type: Taper Top Diameter(in): 16.00 Pole Manfacturer: Summit Taper(in/ft) : 0.162 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 93 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 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): 1.41 TL (sec): 16 p: 1.3 Cs: 0.210 Ss: 0.967 Si: 0.422 C s Max: 0.210 Fa: 1.1131.578 Fv� C s Min: 0.032 Sds: 0.718 Sdi: 0.444 Load Cases 1.2D+1.6W 93 mph with No Ice 0.9D+1.6W 93 mph with No Ice(Reduced DL) 1.2D+1.ODi+1.OWi 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.OD+1.0W Serviceability 60 mph Page: 1 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:56:59 PM Customer: AT&T Mobility Shaft Section Properties , Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 35.000 0.2500 60 0.00 2,349 27.94 0.00 21.97 2128.4 18.30 111.76 22.26 35.00 17.47 1070.2 14.30 89.07 0.162039 2-18 44.000 0.1875 60 Slip 36.00 1,727 23.13 32.00 13.65 907.9 20.34 123.36 16.00 76.00 9.41 297.3 13.64 85.33 0.162039 Shaft Weight 4,075 Discrete Appurtenance Properties Attach ---- No Ice -- Ice ---- Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 76.00 Amphenol Antel BXA- 2 10.50 2.900 0.73 124.73 4.003 0.73 0.000 2.000 76.00 Amphenol Antel BXA-80080- 2 23.00 8.200 0.74 283.75 10.185 0.74 0.000 2.000 76.00 Antel BXA-70063/8CF_ 2 24.00 10.660 0.65 318.37 12.718 0.65 0.000 2.000 76.00 ClearComm CCFA-386-1W 4 16.00 0.900 0.50 57.93 1.416 0.50 0.000 0.000 76.00 CSS XP18-80 2 15.50 4.860 0.71 149.27 6.388 0.71 0.000 2.000 76.00 Ericsson RRUS 11 (Band 7) 3 50.70 2.790 0.67 164.51 3.655 0.67 0.000 1.000 76.00 Flat T-Arm 3 250.00 12.900 0.67 510.71 23.101 0.67 0.000 0.000 76.00 GPS 1 10.00 1.000 1.00 62.13 1.060 1.00 0.000 8.000 76.00 Raycap RCMDC-3315-PF-48 1 21.40 2.510 0.67 144.78 3.341 0.67 0.000 3.000 60.00 Alcatel-Lucent 3 126.00 12.070 0.78 548.73 13.696 0.78 0.000 0.000 60.00 Alcatel-Lucent RRH 2x40-07-L 3 52.40 1.700 0.67 145.64 2.408 0.67 0.000 0.000 60.00 Alcatel-Lucent RRH4X25- 3 70.00 3.160 0.67 180.94 4.734 0.67 0.000 0.000 60.00 Kathrein Scala 742 264 3 36.40 4.860 0.67 198.04 6.097 0.67 0.000 0.000 60.00 KMW EPBQ-652L8H8 3 62.40 11.980 0.68 393.29 14.073 0.68 0.000 0.000 60.00 Nokia B66a RRH4x45 (UHIE) 3 56.80 2.540 0.67 344.29 3.814 0.67 0.000 0.000 60.00 Powerwave LGP21401 6 14.10 1.100 0.50 58.29 1.676 0.50 0.000 0.000 60.00 Raycap DC6-48-60-18-8F 1 18.90 1.190 1.00 130.90 2.818 1.00 0.000 0.000 _ 60.00 Raycap DC6-48-60-18- 1 32.80 1.280 1.00 150.84 3.006 1.00 0.000 0.000 60.00 Round Sector Frame 3 300.00 14.400 0.75 746.52 34.493 0.75 0.000 0.000 45.00 24" x 24"Junction Box 1 20.00 5.600 1.00 180.41 5.839 1.00 0.000 0.000 45.00 Amphenol Antel BXA-80080- 1 23.00 8.200 1.00 265.42 10.065 1.00 0.000 0.000 45.00 Antel BXA-171063/8CF 1 10.50 2.900 1.00 116.17 3.935 1.00 0.000 0.000 45.00 Antel BXA-70063/8CF 1 24.00 10.660 1.00 298.08 12.600 1.00 0.000 0.000 45.00 ClearComm CCDP-565-1 W 2 5.50 0.520 0.50 27.97 0.815 0.50 0.000 0.000 45.00 CSS XP18-80 1 15.50 4.860 1.00 139.03 6.300 1.00 0.000 0.000 45.00 Ericsson RRUS 12 1 50.00 3.150 0.67 166.51 4.003 0.67 0.000 0.000 45.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2,263.06 48.586 1.00 0.000 0.000 Totals 58 5045.80 16,004.96 Number of Loadings : 27 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 76.00 4 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 76.00 1 1 5/8" Hybriflex 1.98 1.30 N 0.00 N Verizon 0.00 76.00 1 1/2" Coax 0.63 0.15 N 0.00 N Verizon 0.00 76.00 4 7/8" Coax 1.09 0.33 N 0.00 N Verizon 0.00 60.00 1 0.39" Fiber Trunk 0.39 0.07 N 0.00 Y AT&T Mobility 0.00 60.00 4 0.78" 8 AWG 6 0.78 0.59 N 0.00 y AT&T Mobility 0.00 60.00 1 3/8" RET Control Cable 0.38 0.23 N 0.00 Y AT&T Mobility - 0.00 60.00 12 7/8" Coax 1.09 0.33 N 5.45 Y AT&T Mobility 0.00 45.00 2 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 45.00 2 7/8" Coax 1.09 0.33 N 0.00 N Verizon Page: 2 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:56:59 PM Customer: AT&T Mobility Page: 3 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:56:59 PM Customer: AT&T Mobility Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area lx W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.2500 27.940 21.971 2,128.4 18.30 111.76 74.5 150.0 0.0 0.0 5.00 0.2500 27.130 21.328 1,947.0 17.72 108.52 75.1 141.4 0.0 368.3 10.00 0.2500 26.320 20.685 1,776.2 17.15 105.28 75.7 132.9 0.0 357.4 15.00 0.2500 25.509 20.043 1,615.7 16.58 102.04 76.2 124.7 0.0 346.5 20.00 0.2500 24.699 19.400 1,465.1 16.01 98.80 76.2 116.8 0.0 335.5 25.00 0.2500 23.889 18.757 1,324.3 15.44 95.56 76.2 109.2 0.0 324.6 30.00 0.2500 23.079 18.114 1,192.7 14.87 92.32 76.2 101.8 0.0 313.7 32.00 Bot-Section 2 0.2500 22.755 17.857 1,142.6 14.64 91.02 76.2 98.9 0.0 122.4 35.00 Top-Section 1 0.1875 22.644 13.364 851.4 19.88 120.77 72.9 74.1 0.0 318.2 40.00 0.1875 21.833 12.882 762.6 19.12 116.44 73.7 68.8 0.0 223.3 45.00 0.1875 21.023 12.399 680.1 18.36 112.12 74.4 63.7 0.0 215.1 50.00 0.1875 20.213 11.917 603.8 17.60 107.80 75.2 58.8 0.0 206.9 55.00 0.1875 19.403 11.435 533.4 16.84 103.48 76.0 54.2 0.0 198.7 60.00 0.1875 18.593 10.953 468.8 16.07 99.16 76.2 49.7 0.0 190.5 65.00 0.1875 17.782 10.471 409.6 15.31 94.84 76.2 45.4 0.0 182.3 70.00 0.1875 16.972 9.989 355.5 14.55 90.52 76.2 41.3 0.0 174.0 75.00 0.1875 16.162 9.507 306.5 13.79 86.20 76.2 37.4 0.0 165.8 76.00 0.1875 16.000 9.410 297.3 13.64 85.33 76.2 36.6 0.0 32.2 4,075.3 Page: 4 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:56:59 PM Customer: AT&T Mobility Load Case: 1.2D+ 1.6W 93 mph with No Ice 21 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) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (lb) (Ib-ft) (Ib) 0.00 126.1 0.0 0.0 0.0 126.1 0.0 0.0 0.0 5.00 301.9 442.0 0.0 89.8 301.9 531.8 0.0 0.0 10.00 346.3 428.9 63.9 89.8 410.2 518.7 0.0 0.0 15.00 335.6 415.8 63.9 89.8 399.6 505.6 0.0 0.0 20.00 325.0 402.6 63.9 89.8 388.9 492.5 0.0 0.0 25.00 314.3 389.5 63.9 89.8 378.3 479.3 0.0 0.0 30.00 215.4 376.4 63.9 89.8 279.4 466.2 0.0 0.0 32.00 Bot-Section 2 154.2 146.9 25.7 35.9 179.9 182.8 0.0 0.0 35.00 Top-Section 1 249.4 381.9 39.0 53.9 288.4 435.8 0.0 0.0 40.00 311.9 267.9 66.0 89.8 378.0 357.7 0.0 0.0 45.00 Appertunance(s) 310.6 258.1 1,572.0 0.0 0.0 1,984.8 67.2 89.8 1,949.9 2,332.7 0.0 0.0 50.00 307.8 248.2 68.3 76.0 376.1 324.3 0.0 0.0 55.00 303.7 238.4 69.3 76.0 373.0 314.4 0.0 0.0 60.00 Appertunance(s) 230.6 228.5 2,870.0 0.0 0.0 2,698.0 70.2 76.0 3,170.9 3,002.5 0.0 0.0 65.00 158.1 218.7 0.0 36.3 158.1 255.0 0.0 0.0 70.00 154.2 208.9 0.0 36.3 154.2 245.2 0.0 0.0 - 75.00 91.0 199.0 0.0 36.3 91.0 235.3 0.0 0.0 76.00 Appertunance(s) 14.9 38.6 1,944.9 0.0 2,537.6 1,372.2 0.0 7.3 1,959.8 1,418.1 0.0 0.0 Totals: 11,363.4 12,097.8 0.00 0.00 Page: 5 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:00 PM Customer: AT&T Mobility Load Case: 1.2D+ 1.6W 93 mph with No Ice , P 21 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 -12.06 -11.28 0.00 -582.44 0.00 582.44 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.703 5.00 -11.46 -11.05 0.00 -526.05 0.00 526.05 1,441.82 720.91 1,590.21 796.29 0.20 -0.37 0.669 10.00 -10.88 -10.70 0.00 -470.82 0.00 470.82 1,409.45 704.73 1,507.23 754.73 0.78 -0.73 0.632 15.00 -10.31 -10.36 0.00 -417.32 0.00 417.32 1,374.52 687.26 1,423.76 712.94 1.74 -1.09 0.593 20.00 -9.77 -10.01 0.00 -365.53 0.00 365.53 1,330.43 665.22 1,333.46 667.72 3.07 -1.43 0.555 25.00 -9.25 -9.67 0.00 -315.46 0.00 315.46 1,286.35 643.17 1,246.11 623.98 4.75 -1.77 0.513 30.00 -8.76 -9.41 0.00 -267.09 0.00 267.09 1,242.26 621.13 1,161.73 581.73 6.77 -2.08 0.466 32.00 -8.56 -9.25 0.00 -248.26 0.00 248.26 1,224.62 612.31 1,128.80 565.24 7.67 -2.20 0.446 35.00 -8.10 -8.97 0.00 -220.52 0.00 220.52 876.31 438.15 808.20 404.70 9.11 -2.38 0.555 40.00 -7.72 -8.62 0.00 -175.65 0.00 175.65 853.91 426.95 758.89 380.01 11.74 -2.64 0.472 45.00 -5.45 -6.58 0.00 -132.55 0.00 132.55 830.81 415.41 710.49 355.77 14.67 -2.93 0.379 50.00 -5.12 -6.21 0.00 -99.64 0.00 99.64 807.03 403.52 663.08 332.03 17.87 -3.17 0.307 55.00 -4.81 -5.83 0.00 -68.59 0.00 68.59 782.56 391.28 616.72 308.82 21.30 -3.37 0.228 60.00 -2.00 -2.49 0.00 -39.42 0.00 39.42 751.15 375.58 566.77 283.80 24.91 -3.51 0.142 65.00 -1.75 -2.32 0.00 -26.96 0.00 26.96 718.09 359.04 517.73 259.25 28.64 -3.61 0.106 70.00 -1.52 -2.15 0.00 -15.35 0.00 15.35 685.02 342.51 470.90 235.80 32.46 -3.69 0.067 75.00 -1.29 -2.05 0.00 -4.59 0.00 4.59 651.96 325.98 426.30 213.47 36.34 -3.73 0.023 76.00 0.00 -1.96 0.00 -2.54 0.00 2.54 645.34 322.67 417.65 209.13 37.13 -3.73 0.012 Page: 6 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:00 PM Customer: AT&T Mobility Load Case: 0.9D+ 1.6W 93 mph with No Ice(Reduced DL) 21 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) (Ib) (Ib) (Ib-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 98.1 0.0 0.0 0.0 98.1 0.0 0.0 0.0 5.00 273.9 331.5 0.0 67.4 273.9 398.9 0.0 0.0 10.00 346.3 321.7 63.9 67.4 410.2 389.0 0.0 0.0 15.00 335.6 311.8 63.9 67.4 399.6 379.2 0.0 0.0 20.00 325.0 302.0 63.9 67.4 388.9 369.3 0.0 0.0 25.00 314.3 292.1 63.9 67.4 378.3 359.5 0.0 0.0 30.00 215.4 282.3 63.9 67.4 279.4 349.7 0.0 0.0 32.00 Bot-Section 2 154.2 110.2 25.7 26.9 179.9 137.1 0.0 0.0 35.00 Top-Section 1 249.4 286.4 39.0 40.4 288.4 326.8 0.0 0.0 40.00 311.9 200.9 66.0 67.4 378.0 268.3 0.0 0.0 45.00 Appertunance(s) 310.6 193.6 1,572.0 0.0 0.0 1,488.6 67.2 67.4 1,949.9 1,749.5 0.0 0.0 50.00 307.8 186.2 68.3 57.0 376.1 243.2 0.0 0.0 55.00 303.7 178.8 69.3 57.0 373.0 235.8 0.0 0.0 60.00 Appertunance(s) 230.6 171.4 2,870.0 0.0 0.0 2,023.5 70.2 57.0 3,170.9 2,251.9 0.0 0.0 65.00 158.1 164.0 0.0 27.2 158.1 191.2 0.0 0.0 70.00 154.2 156.6 0.0 27.2 154.2 183.9 0.0 0.0 - 75.00 91.0 149.3 0.0 27.2 91.0 176.5 0.0 0.0 76.00 Appertunance(s) 14.9 29.0 1,944.9 0.0 2,537.6 1,029.1 0.0 5.4 1,959.8 1,063.6 0.0 0.0 Totals: 11,307.5 9,073.38 0.00 0.00 Page: 7 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved' - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:01 PM Customer: AT&T Mobility ' 4 Load Case: 0.9D+ 1.6W 93 mph with No Ice(Reduced DL) 21 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 -9.04 -11.24 0.00 -577.68 0.00 577.68 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.695 5.00 -8.57 -11.02 0.00 -521.48 0.00 521.48 1,441.82 720.91 1,590.21 796.29 0.20 -0.37 0.661 10.00 -8.12 -10.66 0.00 -466.39 0.00 466.39 1,409.45 704.73 1,507.23 754.73 0.78 -0.73 0.624 15.00 -7.68 -10.30 0.00 -413.11 0.00 413.11 1,374.52 687.26 1,423.76 712.94 1.73 -1.08 0.585 20.00 -7.26 -9.94 0.00 -361.63 0.00 361.63 1,330.43 665.22 1,333.46 667.72 3.05 -1.42 0.547 25.00 -6.86 -9.59 0.00 -311.92 0.00 311.92 1,286.35 643.17 1,246.11 623.98 4.71 -1.75 0.505 30.00 -6.49 -9.33 0.00 -263.96 0.00 263.96 1,242.26 621.13 1,161.73 581.73 6.71 -2.06 0.459 32.00 -6.33 -9.16 0.00 -245.31 0.00 245.31 1,224.62 612.31 1,128.80 565.24 7.60 -2.18 0.439 35.00 -5.98 -8.88 0.00 -217.84 0.00 217.84 876.31 438.15 808.20 404.70 9.02 -2.35 0.546 40.00 -5.69 -8.52 0.00 -173.45 0.00 173.45 853.91 426.95 758.89 380.01 11.63 -2.61 0.463 45.00 -4.01 -6.50 0.00 -130.86 0.00 130.86 830.81 415.41 710.49 355.77 14.52 -2.90 0.373 50.00 -3.76 -6.13 0.00 -98.35 0.00 98.35 807.03 403.52 663.08 332.03 17.69 -3.14 0.301 55.00 -3.53 -5.75 0.00 -67.70 0.00 67.70 782.56 391.28 616.72 308.82 21.08 -3.33 0.224 60.00 -1.47 -2.46 0.00 -38.93 0.00 38.93 751.15 375.58 566.77 283.80 24.65 -3.47 0.139 65.00 -1.28 -2.29 0.00 -26.64 0.00 26.64 718.09 359.04 517.73 259.25 28.34 -3.57 0.105 70.00 -1.11 -2.13 0.00 -15.19 0.00 15.19 685.02 342.51 470.90 235.80 32.12 -3.65 0.066 75.00 -0.94 -2.02 0.00 -4.56 0.00 4.56 651.96 325.98 426.30 213.47 35.96 -3.69 0.023 76.00 0.00 -1.96 0.00 -2.54 0.00 2.54 645.34 322.67 417.65 209.13 36.74 -3.69 0.012 Page: 8 I Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:01 PM Customer: AT&T Mobility Load Case: 1.2D+ 1.0Di + 1.0Wi 30 mph with 1.00 in Radial Ice 20 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) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 13.1 0.0 0.0 0.0 13.1 0.0 0.0 0.0 5.00 26.0 719.4 0.0 257.2 26.0 976.7 0.0 0.0 10.00 25.5 731.7 7.5 283.4 33.0 1,015.1 0.0 0.0 15.00 24.9 726.2 7.7 297.2 32.6 1,023.4 0.0 0.0 20.00 24.3 714.9 7.8 306.9 32.1 1,021.8 0.0 0.0 25.00 23.7 700.5 7.8 314.5 31.6 1,015.0 0.0 0.0 30.00 16.3 684.2 7.9 320.7 24.2 1,005.0 0.0 0.0 32.00 Bot-Section 2 11.8 270.0 3.2 129.8 15.0 399.8 0.0 0.0 35.00 Top-Section 1 19.1 567.3 4.9 196.3 24.0 763.5 0.0 0.0 40.00 24.0 570.4 8.5 330.9 32.6 901.3 0.0 0.0 45.00 Appertunance(s) 24.1 554.3 156.0 0.0 0.0 3,615.4 8.9 335.1 189.0 4,504.8 0.0 0.0 50.00 24.1 537.5 9.2 325.1 33.3 862.6 0.0 0.0 55.00 24.0 520.2 9.5 328.6 33.5 848.8 0.0 0.0 60.00 Appertunance(s) 23.8 502.5 293.9 0.0 0.0 8,402.5 9.8 331.8 327.5 9,236.8 0.0 0.0 65.00 23.5 484.3 0.0 36.3 23.5 520.6 0.0 0.0 70.00 23.1 465.8 0.0 36.3 23.1 502.1 0.0 0.0 - 75.00 13.7 447.1 0.0 36.3 13.7 483.4 0.0 0.0 76.00 Appertunance(s) 2.3 88.0 183.0 0.0 205.3 4,253.2 0.0 7.3 185.2 4,348.5 0.0 0.0 Totals: 1,093.02 29,429.2 0.00 0.00 Page: 9 4 I Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:02 PM Customer: AT&T Mobility Load Case: 1.2D+ 1.ODi + 1.0Wi 30 mph with 1.00 in Radial Ice 20 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 -29.43 -1.09 0.00 -61.03 0.00 61.03 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.093 5.00 -28.45 -1.08 0.00 -55.58 0.00 55.58 1,441.82 720.91 1,590.21 796.29 0.02 -0.04 0.090 10.00 -27.44 -1.07 0.00 -50.17 0.00 50.17 1,409.45 704.73 1,507.23 754.73 0.08 -0.08 0.086 15.00 -26.41 -1.05 0.00 -44.83 0.00 44.83 1,374.52 687.26 1,423.76 712.94 0.18 -0.12 0.082 20.00 -25.39 -1.03 0.00 -39.58 0.00 39.58 1,330.43 665.22 1,333.46 667.72 0.33 -0.15 0.078 25.00 -24.37 -1.01 0.00 -34.42 0.00 34.42 1,286.35 643.17 1,246.11 623.98 0.50 -0.19 0.074 30.00 -23.37 -0.99 0.00 -29.36 0.00 29.36 1,242.26 621.13 1,161.73 581.73 0.72 -0.22 0.069 32.00 -22.97 -0.98 0.00 -27.37 0.00 27.37 1,224.62 612.31 1,128.80 565.24 0.82 -0.24 0.067 35.00 -22.20 -0.97 0.00 -24.42 0.00 24.42 876.31 438.15 808.20 404.70 0.97 -0.26 0.086 40.00 -21.30 -0.94 0.00 -19.59 0.00 19.59 853.91 426.95 758.89 380.01 1.26 -0.29 0.076 45.00 -16.80 -0.74 0.00 -14.88 0.00 14.88 830.81 415.41 710.49 355.77 1.57 -0.32 0.062 50.00 -15.94 -0.71 0.00 -11.19 0.00 11.19 807.03 403.52 663.08 332.03 1.92 -0.34 0.053 55.00 -15.09 -0.67 0.00 -7.67 0.00 7.67 782.56 391.28 616.72 308.82 2.29 -0.37 0.044 60.00 -5.85 -0.29 0.00 -4.31 0.00 4.31 751.15 375.58 566.77 283.80 2.69 -0.38 0.023 65.00 -5.33 -0.26 0.00 -2.88 0.00 2.88 718.09 359.04 517.73 259.25 3.09 -0.39 0.019 70.00 -4.83 -0.23 0.00 -1.59 0.00 1.59 685.02 342.51 470.90 235.80 3.51 -0.40 0.014 75.00 -4.35 -0.22 0.00 -0.42 0.00 0.42 651.96 325.98 426.30 213.47 3.93 -0.41 0.009 76.00 0.00 -0.19 0.00 -0.21 0.00 0.21 645.34 322.67 417.65 209.13 4.02 -0.41 0.001 Page: 10 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:02 PM Customer: AT&T Mobility Load Case: 1.0D+ 1.0W Serviceability 60 mph 20 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 Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 25.5 0.0 0.0 0.0 25.5 0.0 0.0 0.0 5.00 71.3 368.3 0.0 74.8 71.3 443.2 0.0 0.0 10.00 90.1 357.4 18.4 74.8 108.5 432.3 0.0 0.0 15.00 87.3 346.5 18.4 74.8 105.7 421.3 0.0 0.0 20.00 84.5 335.5 18.4 74.8 102.9 410.4 0.0 0.0 25.00 81.8 324.6 18.4 74.8 100.1 399.4 0.0 0.0 30.00 56.0 313.7 18.4 74.8 74.4 388.5 0.0 0.0 32.00 Bot-Section 2 40.1 122.4 7.4 29.9 47.5 152.3 0.0 0.0 35.00 Top-Section 1 64.9 318.2 11.4 44.9 76.3 363.1 0.0 0.0 40.00 81.1 223.3 19.6 74.8 100.7 298.1 0.0 0.0 45.00 Appertunance(s) 80.8 215.1 409.0 0.0 0.0 1,654.0 20.3 74.8 510.1 1,943.9 0.0 0.0 50.00 80.1 206.9 21.0 63.3 101.0 270.2 0.0 0.0 55.00 79.0 198.7 21.6 63.3 100.6 262.0 0.0 0.0 60.00 Appertunance(s) 60.0 190.5 746.6 0.0 0.0 2,248.3 22.1 63.3 828.8 2,502.1 0.0 0.0 65.00 41.1 182.3 0.0 30.2 41.1 212.5 0.0 0.0 70.00 40.1 174.0 0.0 30.2 40.1 204.3 0.0 0.0 - 75.00 23.7 165.8 0.0 30.2 23.7 196.1 0.0 0.0 76.00 Appertunance(s) 3.9 32.2 506.0 0.0 660.1 1,143.5 0.0 6.0 509.8 1,181.7 0.0 0.0 Totals: 2,968.13 10,081.5 0.00 0.00 Page: 11 • Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility Load Case: 1.0D+ 1.0W Serviceability 60 mph 20 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 -10.08 -2.95 0.00 -151.84 0.00 151.84 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.188 5.00 -9.63 -2.90 0.00 -137.09 0.00 137.09 1,441.82 720.91 1,590.21 796.29 0.05 -0.10 0.179 10.00 -9.19 -2.80 0.00 -122.61 0.00 122.61 1,409.45 704.73 1,507.23 754.73 0.20 -0.19 0.169 15.00 -8.77 -2.71 0.00 -108.60 0.00 108.60 1,374.52 687.26 1,423.76 712.94 0.45 -0.28 0.159 20.00 -8.36 -2.62 0.00 -95.07 0.00 95.07 1,330.43 665.22 1,333.46 667.72 0.80 -0.37 0.149 25.00 -7.95 -2.52 0.00 -81.99 0.00 81.99 1,286.35 643.17 1,246.11 623.98 1.24 -0.46 0.138 30.00 -7.56 -2.45 0.00 -69.37 0.00 69.37 1,242.26 621.13 1,161.73 581.73 1.76 -0.54 0.125 32.00 -7.41 -2.41 0.00 -64.47 0.00 64.47 1,224.62 612.31 1,128.80 565.24 2.00 -0.57 0.120 35.00 -7.04 -2.34 0.00 -57.24 0.00 57.24 876.31 438.15 808.20 404.70 2.37 -0.62 0.150 40.00 -6.74 -2.24 0.00 -45.56 0.00 45.56 853.91 426.95 758.89 380.01 3.06 -0.69 0.128 45.00 -4.81 -1.71 0.00 -34.36 0.00 34.36 830.81 415.41 710.49 355.77 3.82 -0.76 0.102 50.00 -4.54 -1.61 0.00 -25.80 0.00 25.80 807.03 403.52 663.08 332.03 4.65 -0.82 0.083 55.00 -4.27 -1.51 0.00 -17.74 0.00 17.74 782.56 391.28 616.72 308.82 5.54 -0.88 0.063 60.00 -1.78 -0.64 0.00 -10.19 0.00 10.19 751.15 375.58 566.77 283.80 6.48 -0.91 0.038 65.00 -1.57 -0.60 0.00 -6.97 0.00 6.97 718.09 359.04 517.73 259.25 7.45 -0.94 0.029 70.00 -1.37 -0.56 0.00 -3.97 0.00 3.97 685.02 342.51 470.90 235.80 8.45 -0.96 0.019 75.00 -1.17 -0.53 0.00 -1.19 0.00 1.19 651.96 325.98 426.30 213.47 9.45 -0.97 0.007 76.00 0.00 -0.51 0.00 -0.66 0.00 0.66 645.34 322.67 417.65 209.13 9.66 -0.97 0.003 Page: 12 4 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility 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 ) � d : 0.44 Seismic Response Coefficient(C s): 0.21 Upper Limit C s 0.21 Lower Limit C s 0.03 Period based on Rayleigh Method(sec): 1.41 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.45 Total Unfactored Dead Load: 10.08 k Seismic Base Shear(E): 2.75 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (lb-ft) C vX (Ib) (Ib) 17 75.50 38 21 0.007 20 51 16 72.50 196 100 0.036 98 263 15 67.50 204 94 0.033 92 274 14 62.50 212 87 0.031 85 285 13 57.50 254 92 0.033 90 341 12 52.50 262 83 0.030 82 352 11 47.50 270 74 0.026 73 363 10 42.50 290 68 0.024 66 390 9 37.50 298 58 0.021 57 401 8 33.50 363 60 0.021 59 488 7 31.00 152 23 0.008 22 205 6 27.50 389 48 0.017 47 522 5 22.50 399 37 0.013 36 537 4 17.50 410 26 0.009 26 551 3 12.50 421 17 0.006 16 566 2 7.50 432 8 0.003 8 581 1 2.50 443 2 0.001 2 595 ClearComm CCFA-386-1 76.00 64 35 0.012 34 88 GPS 76.00 10 5 0.002 5 13 - Raycap RCMDC-3315-PF 76.00 21 12 0.004 11 29 Ericsson RRUS 11 (Ba 76.00 152 83 0.029 81 204 Amphenol Antel BXA-1 76.00 21 11 0.004 11 28 CSS XP18-80 76.00 31 17 0.006 17 42 Page: 13 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility ' Amphenol Antel BXA-8 76.00 46 25 0.009 25 62 Antel BXA-70063/8CF 76.00 48 26 0.009 26 64 Flat T-Arm 76.00 750 409 0.145 400 1,008 Powerwave LGP21401 60.00 85 33 0.012 32 114 Raycap DC6-48-60-18- 60.00 19 7 0.003 7 25 Raycap DC6-48-60-18- 60.00 33 13 0.005 12 44 Alcatel-Lucent RRH 2 60.00 157 61 0.022 59 211 Nokia B66a RRH4x45( 60.00 170 66 0.023 64 229 Alcatel-Lucent RRH4X 60.00 210 81 0.029 79 282 Kathrein Scala 742 2 60.00 109 42 0.015 41 147 KMW EPBQ-652L8H8 60.00 187 72 0.026 71 252 Alcatel-Lucent 3JR52 60.00 378 146 0.052 143 508 Round Sector Frame 60.00 900 348 0.124 340 1,209 ClearComm CCDP-565-1 45.00 11 3 0.001 3 15 Antel BXA-171063/8CF 45.00 10 3 0.001 3 14 Ericsson RRUS 12 45.00 50 13 0.005 12 67 CSS XP18-80 45.00 15 4 0.001 4 21 24"x 24"Junction B 45.00 20 5 0.002 5 27 Amphenol Antel BXA-8 45.00 23 6 0.002 6 31 Antel BXA-70063/8CF 45.00 24 6 0.002 6 32 Flat Low Profile Pla 45.00 1,500 381 0.136 373 2,015 10,082 2,810 1.000 2,751 13,545 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) (Ib) 17 75.50 38 21 0.007 20 29 16 72.50 196 100 0.036 98 148 ` 15 67.50 204 94 0.033 92 155 14 62.50 212 87 0.031 85 161 13 57.50 254 92 0.033 90 192 12 52.50 262 83 0.030 82 198 11 47.50 270 74 0.026 73 204 10 42.50 290 68 0.024 66 219 9 37.50 298 58 0.021 57 226 8 33.50 363 60 0.021 59 275 7 31.00 152 23 0.008 22 115 6 27.50 389 48 0.017 47 294 5 22.50 399 37 0.013 36 302 4 17.50 410 26 0.009 26 310 3 12.50 421 17 0.006 16 319 2 7.50 432 8 0.003 8 327 1 2.50 443 2 0.001 2 335 ClearComm CCFA-386-1 76.00 64 35 0.012 34 48 GPS 76.00 10 5 0.002 5 8 Raycap RCMDC-3315-PF 76.00 21 12 0.004 11 16 Ericsson RRUS 11 (Ba 76.00 152 83 0.029 81 115 Amphenol Ante!BXA-1 76.00 21 11 0.004 11 16 CSS XP18-80 76.00 31 17 0.006 17 23 Amphenol Antel BXA-8 76.00 46 25 0.009 25 35 Antel BXA-70063/8CF 76.00 48 26 0.009 26 36 Flat T-Arm 76.00 750 409 0.145 400 567 Powerwave LGP21401 60.00 85 33 0.012 32 64 Raycap DC6-48-60-18- 60.00 19 7 0.003 7 14 Raycap DC6-48-60-18- 60.00 33 13 0.005 12 25 Alcatel-Lucent RRH 2 60.00 157 61 0.022 59 119 Nokia B66a RRH4x45( 60.00 170 66 0.023 64 129 Alcatel-Lucent RRH4X 60.00 210 81 0.029 79 159 Kathrein Scala 742 2 60.00 109 42 0.015 41 83 Page: 14 • I Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99,OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility KMW EPBQ-652L8H8 60.00 187 72 0.026 71 142 Alcatel-Lucent 3JR52 60.00 378 146 0.052 143 286 Round Sector Frame 60.00 900 348 0.124 340 681 ClearComm CCDP-565-1 45.00 11 3 0.001 3 8 Antel BXA-171063/8CF 45.00 10 3 0.001 3 8 Ericsson RRUS 12 45.00 50 13 0.005 12 38 CSS XP18-80 45.00 15 4 0.001 4 12 24"x 24"Junction B 45.00 20 5 0.002 5 15 Amphenol Antel BXA-8 45.00 23 6 0.002 6 17 Antel BXA-70063/8CF 45.00 24 6 0.002 6 18 Flat Low Profile Pla 45.00 1,500 381 0.136 373 1,135 10,082 2,810 1.000 2,751 7,626 Page: 15 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility 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 -12.95 -2.76 0.00 -162.89 0.00 162.89 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.203 5.00 -12.36 -2.78 0.00 -149.08 0.00 149.08 1,441.82 720.91 1,590.21 796.29 0.06 -0.10 0.196 10.00 -11.79 -2.78 0.00 -135.21 0.00 135.21 1,409.45 704.73 1,507.23 754.73 0.22 -0.21 0.188 15.00 -11.23 -2.77 0.00 -121.31 0.00 121.31 1,374.52 687.26 1,423.76 712.94 0.49 -0.31 0.178 20.00 -10.69 -2.75 0.00 -107.46 0.00 107.46 1,330.43 665.22 1,333.46 667.72 0.87 -0.41 0.169 25.00 -10.17 -2.72 0.00 -93.71 0.00 93.71 1,286.35 643.17 1,246.11 623.98 1.36 -0.51 0.158 30.00 -9.96 -2.70 0.00 -80.14 0.00 80.14 1,242.26 621.13 1,161.73 581.73 1.94 -0.60 0.146 32.00 -9.47 -2.65 0.00 -74.73 0.00 74.73 1,224.62 612.31 1,128.80 565.24 2.20 -0.64 0.140 35.00 -9.07 -2.59 0.00 -66.80 0.00 66.80 876.31 438.15 808.20 404.70 2.62 -0.69 0.175 40.00 -8.67 -2.54 0.00 -53.82 0.00 53.82 853.91 426.95 758.89 380.01 3.39 -0.77 0.152 45.00 -6.09 -2.02 0.00 -41.14 0.00 41.14 830.81 415.41 710.49 355.77 4.25 -0.86 0.123 50.00 -5.74 -1.94 0.00 -31.03 0.00 31.03 807.03 403.52 663.08 332.03 5.19 -0.94 0.101 55.00 -5.40 -1.85 0.00 -21.31 0.00 21.31 782.56 391.28 616.72 308.82 6.21 -1.00 0.076 60.00 -2.11 -0.86 0.00 -12.05 0.00 12.05 751.15 375.58 566.77 283.80 7.28 -1.04 0.045 65.00 -1.84 -0.76 0.00 -7.76 0.00 7.76 718.09 359.04 517.73 259.25 8.39 -1.07 0.032 70.00 -1.58 -0.66 0.00 -3.94 0.00 3.94 685.02 342.51 470.90 235.80 9.52 -1.09 0.019 75.00 -1.52 -0.64 0.00 -0.64 0.00 0.64 651.96 325.98 426.30 213.47 10.67 -1.10 0.005 76.00 0.00 -0.61 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 10.91 -1.10 0.000 • Page: 16 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Tigard-99, OR Engineering Number:0AA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility 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 -7.29 -2.76 0.00 -160.41 0.00 160.41 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.196 5.00 -6.96 -2.76 0.00 -146.63 0.00 146.63 1,441.82 720.91 1,590.21 796.29 0.06 -0.10 0.189 10.00 -6.63 -2.76 0.00 -132.83 0.00 132.83 1,409.45 704.73 1,507.23 754.73 0.22 -0.20 0.181 15.00 -6.32 -2.74 0.00 -119.06 0.00 119.06 1,374.52 687.26 1,423.76 712.94 0.49 -0.31 0.172 20.00 -6.01 -2.71 0.00 -105.36 0.00 105.36 1,330.43 665.22 1,333.46 667.72 0.86 -0.40 0.162 25.00 -5.71 -2.67 0.00 -91.81 0.00 91.81 1,286.35 643.17 1,246.11 623.98 1.33 -0.50 0.152 30.00 -5.60 -2.65 0.00 -78.45 0.00 78.45 1,242.26 621.13 1,161.73 581.73 1.91 -0.59 0.139 32.00 -5.32 -2.60 0.00 -73.15 0.00 73.15 1,224.62 612.31 1,128.80 565.24 2.16 -0.63 0.134 35.00 -5.09 -2.54 0.00 -65.36 0.00 65.36 876.31 438.15 808.20 404.70 2.57 -0.68 0.167 40.00 -4.87 -2.48 0.00 -52.65 0.00 52.65 853.91 426.95 758.89 380.01 3.33 -0.76 0.144 45.00 -3.42 -1.98 0.00 -40.24 0.00 40.24 830.81 415.41 710.49 355.77 4.17 -0.84 0.117 50.00 -3.22 -1.90 0.00 -30.34 0.00 30.34 807.03 403.52 663.08 332.03 5.10 -0.92 0.095 55.00 -3.03 -1.81 0.00 -20.85 0.00 20.85 782.56 391.28 616.72 308.82 6.09 -0.98 0.071 60.00 -1.18 -0.84 0.00 -11.80 0.00 11.80 751.15 375.58 566.77 283.80 7.14 -1.02 0.043 65.00 -1.03 -0.75 0.00 -7.60 0.00 7.60 718.09 359.04 517.73 259.25 8.23 -1.05 0.031 70.00 -0.88 -0.65 0.00 -3.86 0.00 3.86 685.02 342.51 470.90 235.80 9.34 -1.07 0.018 75.00 -0.85 -0.63 0.00 -0.63 0.00 0.63 651.96 325.98 426.30 213.47 10.47 -1.08 0.004 76.00 0.00 -0.61 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 10.70 -1.08 0.000 Page: 17 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility 1 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 ds): 0.72 Desing Spectral Response Acceleration at 1.0 Second Period(S dl): 0.44 Period Based on Rayleigh Method(sec): 1.41 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) 17 75.50 38 1.865 1.852 1.094 1.399 46 51 16 72.50 196 1.720 1.199 0.846 1.078 183 263 15 67.50 204 1.491 0.479 0.532 0.646 114 274 14 62.50 212 1.278 0.091 0.317 0.339 62 285 13 57.50 254 1.082 -0.080 0.176 0.152 33 341 12 52.50 262 0.902 -0.122 0.088 0.070 16 352 - 11 47.50 270 0.738 -0.098 0.038 0.066 16 363 10 42.50 290 0.591 -0.050 0.014 0.101 25 390 9 37.50 298 0.460 -0.002 0.006 0.140 36 401 8 33.50 363 0.367 0.028 0.008 0.158 50 488 7 31.00 152 0.314 0.042 0.011 0.163 22 205 6 27.50 389 0.247 0.056 0.017 0.162 55 522 5 22.50 399 0.166 0.067 0.028 0.150 52 537 4 17.50 410 0.100 0.071 0.037 0.135 48 551 3 12.50 421 0.051 0.071 0.042 0.120 44 566 2 7.50 432 0.018 0.063 0.037 0.100 37 581 1 2.50 443 0.002 0.032 0.018 0.051 20 595 ClearComm CCFA-386- 76.00 64 1.890 1.980 1.140 1.457 81 86 GPS 76.00 10 1.890 1.980 1.140 1.457 13 13 Raycap RCMDC-3315-PF 76.00 21 1.890 1.980 1.140 1.457 27 29 Ericsson RRUS 11 (Ba 76.00 152 1.890 1.980 1.140 1.457 192 204 Amphenol Antel BXA-1 76.00 21 1.890 1.980 1.140 1.457 27 28 CSS XP18-80 76.00 31 1.890 1.980 1.140 1.457 39 42 Amphenol Antel BXA-8 76.00 46 1.890 1.980 1.140 1.457 58 62 Antel BXA-70063/8CF 76.00 48 1.890 1.980 1.140 1.457 61 64 Flat T-Arm 76.00 750 1.890 1.980 1.140 1.457 947 1,008 Powerwave LGP21401 60.00 85 1.178 -0.015 0.239 0.231 17 114 Raycap DC6-48-60-18- 60.00 19 1.178 -0.015 0.239 0.231 4 25 Raycap DC6-48-60-18- 60.00 33 1.178 -0.015 0.239 0.231 7 44 Alcatel-Lucent RRH 2 60.00 157 1.178 -0.015 0.239 0.231 32 211 Nokia B66a RRH4x45( 60.00 170 1.178 -0.015 0.239 0.231 34 229 Alcatel-Lucent RRH4X 60.00 210 1.178 -0.015 0.239 0.231 42 282 Kathrein Scala 742 2 60.00 109 1.178 -0.015 0.239 0.231 22 147 KMW EPBQ-652L8H8 60.00 187 1.178 -0.015 0.239 0.231 38 252 Page: 18 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM ' Customer: AT&T Mobility Alcatel-Lucent 3JR52 60.00 378 1.178 -0.015 0.239 0.231 76 508 Round Sector Frame 60.00 900 1.178 -0.015 0.239 0.231 181 1,209 ClearComm CCDP-565- 45.00 11 0.663 -0.075 0.023 0.081 1 15 Antel BXA-171063/8CF 45.00 10 0.663 -0.075 0.023 0.081 1 14 Ericsson RRUS 12 45.00 50 0.663 -0.075 0.023 0.081 4 67 CSS XP18-80 45.00 15 0.663 -0.075 0.023 0.081 1 21 24"x 24"Junction B 45.00 20 0.663 -0.075 0.023 0.081 1 27 Amphenol Antel BXA-8 45.00 23 0.663 -0.075 0.023 0.081 2 31 Antel BXA-70063/8CF 45.00 24 0.663 -0.075 0.023 0.081 2 32 Flat Low Profile Pla 45.00 1,500 0.663 -0.075 0.023 0.081 106 2,015 10,082 45.485 20.771 16.140 21.112 2,872 13,545 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 17 75.50 38 1.865 1.852 1.094 1.399 46 29 16 72.50 196 1.720 1.199 0.846 1.078 183 148 15 67.50 204 1.491 0.479 0.532 0.646 114 155 14 62.50 212 1.278 0.091 0.317 0.339 62 161 13 57.50 254 1.082 -0.080 0.176 0.152 33 192 12 52.50 262 0.902 -0.122 0.088 0.070 16 198 11 47.50 270 0.738 -0.098 0.038 0.066 16 204 10 42.50 290 0.591 -0.050 0.014 0.101 25 219 9 37.50 298 0.460 -0.002 0.006 0.140 36 226 8 33.50 363 0.367 0.028 0.008 0.158 50 275 7 31.00 152 0.314 0.042 0.011 0.163 22 115 6 27.50 389 0.247 0.056 0.017 0.162 55 294 - 5 22.50 399 0.166 0.067 0.028 0.150 52 302 4 17.50 410 0.100 0.071 0.037 0.135 48 310 3 12.50 421 0.051 0.071 0.042 0.120 44 319 2 7.50 432 0.018 0.063 0.037 0.100 37 327 1 2.50 443 0.002 0.032 0.018 0.051 20 335 ClearComm CCFA-386- 76.00 64 1.890 1.980 1.140 1.457 81 48 GPS 76.00 10 1.890 1.980 1.140 1.457 13 8 Raycap RCMDC-3315-PF 76.00 21 1.890 1.980 1.140 1.457 27 16 Ericsson RRUS 11 (Ba 76.00 152 1.890 1.980 1.140 1.457 192 115 Amphenol Antel BXA-1 76.00 21 1.890 1.980 1.140 1.457 27 16 CSS XP18-80 76.00 31 1.890 1.980 1.140 1.457 39 23 Amphenol Antel BXA-8 76.00 46 1.890 1.980 1.140 1.457 58 35 Antel BXA-70063/8CF 76.00 48 1.890 1.980 1.140 1.457 61 36 Flat T-Arm 76.00 750 1.890 1.980 1.140 1.457 947 567 Powerwave LGP21401 60.00 85 1.178 -0.015 0.239 0.231 17 64 Raycap DC6-48-60-18- 60.00 19 1.178 -0.015 0.239 0.231 4 14 Raycap DC6-48-60-18- 60.00 33 1.178 -0.015 0.239 0.231 7 25 Alcatel-Lucent RRH 2 60.00 157 1.178 -0.015 0.239 0.231 32 119 Nokia B66a RRH4x45( 60.00 170 1.178 -0.015 0.239 0.231 34 129 Alcatel-Lucent RRH4X 60.00 210 1.178 -0.015 0.239 0.231 42 159 Kathrein Scala 742 2 60.00 109 1.178 -0.015 0.239 0.231 22 83 KMW EPBQ-652L8H8 60.00 187 1.178 -0.015 0.239 0.231 38 142 Alcatel-Lucent 3JR52 60.00 378 1.178 -0.015 0.239 0.231 76 286 Round Sector Frame 60.00 900 1.178 -0.015 0.239 0.231 181 681 ClearComm CCDP-565- 45.00 11 0.663 -0.075 0.023 0.081 1 8 Antel BXA-171063/8CF 45.00 10 0.663 -0.075 0.023 0.081 1 8 Ericsson RRUS 12 45.00 50 0.663 -0.075 0.023 0.081 4 38 CSS XP18-80 45.00 15 0.663 -0.075 0.023 0.081 1 12 ' 24"x 24"Junction B 45.00 20 0.663 -0.075 0.023 0.081 1 15 Amphenol Antel BXA-8 45.00 23 0.663 -0.075 0.023 0.081 2 17 Antel BXA-70063/8CF 45.00 24 0.663 -0.075 0.023 0.081 2 18 Page: 19 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility Flat Low Profile Pla 45.00 1,500 0.663 -0.075 0.023 0.081 106 1,135 10,082 45.485 20.771 16.140 21.112 2,872 7,626 Page: 20 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Name: Tigard 99, OR Engineering Number:0AA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility 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 -12.95 -2.87 0.00 -188.03 0.00 188.03 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.233 5.00 -12.36 -2.85 0.00 -173.70 0.00 173.70 1,441.82 720.91 1,590.21 796.29 0.06 -0.12 0.227 10.00 -11.79 -2.83 0.00 -159.43 0.00 159.43 1,409.45 704.73 1,507.23 754.73 0.26 -0.24 0.220 15.00 -11.23 -2.81 0.00 -145.27 0.00 145.27 1,374.52 687.26 1,423.76 712.94 0.58 -0.36 0.212 20.00 -10.69 -2.77 0.00 -131.24 0.00 131.24 1,330.43 665.22 1,333.46 667.72 1.02 -0.49 0.205 25.00 -10.16 -2.73 0.00 -117.38 0.00 117.38 1,286.35 643.17 1,246.11 623.98 1.60 -0.61 0.196 30.00 -9.95 -2.72 0.00 -103.70 0.00 103.70 1,242.26 621.13 1,161.73 581.73 2.30 -0.73 0.186 32.00 -9.46 -2.68 0.00 -98.25 0.00 98.25 1,224.62 612.31 1,128.80 565.24 2.61 -0.77 0.182 35.00 -9.06 -2.65 0.00 -90.22 0.00 90.22 876.31 438.15 808.20 404.70 3.12 -0.84 0.233 40.00 -8.66 -2.64 0.00 -76.96 0.00 76.96 853.91 426.95 758.89 380.01 4.06 -0.96 0.213 45.00 -6.08 -2.47 0.00 -63.77 0.00 63.77 830.81 415.41 710.49 355.77 5.14 -1.09 0.187 50.00 -5.72 -2.46 0.00 -51.41 0.00 51.41 807.03 403.52 663.08 332.03 6.34 -1.21 0.162 55.00 -5.38 -2.43 0.00 -39.10 0.00 39.10 782.56 391.28 616.72 308.82 7.66 -1.31 0.134 60.00 -2.08 -1.84 0.00 -26.95 0.00 26.95 751.15 375.58 566.77 283.80 9.09 -1.40 0.098 65.00 -1.81 -1.72 0.00 -17.75 0.00 17.75 718.09 359.04 517.73 259.25 10.60 -1.47 0.071 70.00 -1.55 -1.53 0.00 -9.15 0.00 9.15 685.02 342.51 470.90 235.80 12.16 -1.52 0.041 75.00 -1.50 -1.48 0.00 -1.48 0.00 1.48 651.96 325.98 426.30 213.47 13.77 -1.54 0.009 76.00 0.00 -1.44 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 14.09 -1.54 0.000 • Page: 21 • Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. _ Site Name: Tigard-99, OR Engineering Number:0AA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility • 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 -7.29 -2.86 0.00 -184.93 0.00 184.93 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.226 5.00 -6.96 -2.84 0.00 -170.64 0.00 170.64 1,441.82 720.91 1,590.21 796.29 0.06 -0.12 0.219 10.00 -6.63 -2.80 0.00 -156.46 0.00 156.46 1,409.45 704.73 1,507.23 754.73 0.25 -0.24 0.212 15.00 -6.31 -2.77 0.00 -142.43 0.00 142.43 1,374.52 687.26 1,423.76 712.94 0.57 -0.36 0.204 20.00 -6.01 -2.73 0.00 -128.59 0.00 128.59 1,330.43 665.22 1,333.46 667.72 1.00 -0.48 0.197 25.00 -5.71 -2.68 0.00 -114.96 0.00 114.96 1,286.35 643.17 1,246.11 623.98 1.57 -0.60 0.189 30.00 -5.59 -2.67 0.00 -101.55 0.00 101.55 1,242.26 621.13 1,161.73 581.73 2.25 -0.71 0.179 32.00 -5.31 -2.62 0.00 -96.22 0.00 96.22 1,224.62 612.31 1,128.80 565.24 2.56 -0.76 0.175 35.00 -5.08 -2.59 0.00 -88.36 0.00 88.36 876.31 438.15 808.20 404.70 3.06 -0.83 0.224 40.00 -4.86 -2.57 0.00 -75.43 0.00 75.43 853.91 426.95 758.89 380.01 3.99 -0.94 0.204 45.00 -3.40 -2.42 0.00 -62.59 0.00 62.59 830.81 415.41 710.49 355.77 5.04 -1.07 0.180 50.00 -3.20 -2.40 0.00 -50.50 0.00 50.50 807.03 403.52 663.08 332.03 6.22 -1.18 0.156 55.00 -3.00 -2.37 0.00 -38.47 0.00 38.47 782.56 391.28 616.72 308.82 7.52 -1.29 0.128 60.00 -1.15 -1.82 0.00 -26.61 0.00 26.61 751.15 375.58 566.77 283.80 8.92 -1.38 0.095 65.00 -1.00 -1.70 0.00 -17.53 0.00 17.53 718.09 359.04 517.73 259.25 10.39 -1.44 0.069 70.00 -0.85 -1.51 0.00 -9.03 0.00 9.03 685.02 342.51 470.90 235.80 11.93 -1.49 0.040 75.00 -0.83 -1.47 0.00 -1.47 0.00 1.47 651.96 325.98 426.30 213.47 13.51 -1.51 0.008 76.00 0.00 -1.44 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 13.82 -1.51 0.000 Page: 22 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM - Customer: AT&T Mobility ' 4 Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) Et) InteractionR p (ft-kips) (ft-kips) (ft) Ratio 1.2D+ 1.6W 11.28 0.00 12.06 0.00 0.00 582.44 0.00 0.70 0.9D+ 1.6W 11.24 0.00 9.04 0.00 0.00 577.68 0.00 0.70 1.2D+ 1.0Di + 1.0Wi 1.09 0.00 29.43 0.00 0.00 61.03 0.00 0.09 (1.2 +0.2Sds) * DL+ E ELFM 2.76 0.00 12.95 0.00 0.00 162.89 0.00 0.20 (1.2+0.2Sds) * DL+ E EMAM 2.87 0.00 12.95 0.00 0.00 188.03 35.00 0.23 (0.9-0.2Sds)* DL+ E ELFM 2.76 0.00 7.29 0.00 0.00 160.41 0.00 0.20 (0.9-0.2Sds) * DL+ E EMAM 2.86 0.00 7.29 0.00 0.00 184.93 0.00 0.23 1.0D+ 1.0W 2.95 0.00 10.08 0.00 0.00 151.84 0.00 0.19 Page: 23 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved' Site Name: Tigard-99, OR Engineering Number:OAA693412_C3_01 1/18/2017 4:57:03 PM Customer: AT&T Mobility Base Summary Reactions — Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip-ft) (kip) (kip) (kip-ft) (kip) (kip) Design% 600.00 13.00 11.00 582.44 29.43 11.28 71.91 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len(in) (kip-in) (kip-in) Ratio 50.0 2.750 30.000 Square 0 0.00 22.170 431.22 1886.15 0.23 Anchor Bolts Start — Compression — Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia(in) (ksi) (ksi) Arrange Dist(in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 35.00 04 2.25" 18J 2.25 75.00 100.00 Clustered 0.00 45.0 207.05 260.00 0.82 192.34 260.00 0.76 Page: 24