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RIcEIvEp SEP 18 2014 B CITY UILDlivG D AMERICAN TOWER® DIVISION C O R P O R A T I O N Structural Analysis Report Structure : 76 ft Monopole CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE ATC Site Name Tigard-99, OR Approved: ATC Site Number : 82805 OTC: I t� Engineering Number : 59277421 Pcrrnit i#'2C(4—t'2Icp Address: 12qA5l- i �(c Proposed Carrier : AT&T Mobility Suite #: Carrier Site Name : Tigard West By: Dates.,2;ja= i Carrier Site Number : PL77/FA#10093100 Site Location : 12925 SW Pacific Hwy OFFICE COPY Portland, OR 97223-5015 45.426639,-122.779861 County : Washington Date : July 11, 2014 Max Usage : 92% Result : Pass Morteza Ashouri ENGINE:.;'..o M. A �► �OREG N 6 r Ov 15 pp EXPIRES• 06/34'2C15 --- Jul 15 2014 3:53 PM ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A Eng. Number 59277421 July 11, 2014 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,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 fax-www.americantower.com A Eng. Number 59277421 July 11, 2014 AMERICAN TOWER' Page 1 C O R P O R A T I O N 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: 95 mph (3-Second Gust,Vasd)/123 mph (3-Second Gust,Vult) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1 1/4" radial ice concurrent Code: ANSI/11A-222-G/2012 IBC/2014 Oregon Structural Specialty Code Structure Class: II Exposure Category: B Topographic Category: 1 Spectral Response: Ss=0.967,S1=0.422 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,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A Eng. Number 59277421 July 11, 2014 AMERICAN TOWER' Page 2 C O R P O R A T I O N • Existing and Reserved Equipment Elevation'(ft) Mount RAD 4ty Antenna Mount Type Lines Carrier 4 ClearComm CCFA-386-1W 1 GPS 1 Raycap RCMDC-3315-PF-48 (6)7/8"Coax 3 Ericsson RRUS 11(Band 7) (2)1 5/8"Coax 76.0 76.0 2 Antel BXA-171063/8CF T-Arms (1)1/2"Coax Verizon 2 CSS XP18-80 (1)1 5/8"Hybriflex 2 Antel BXA-80080-8CF-EDIN-2 2 Antel BXA-70063/8CF 18 Kathrein 860 10025 60.0 60.0 6 Powerwave LGP21401 T-Arms (18)7/8"Coax AT&T Mobility 1 Raycap DC6-48-60-18-8F (1)3/8"Coax 6 Kathrein 742 264 2 ClearComm CCDP-565-1W 1 Antel BXA-171063/8CF 45.0 45.0 1 CSS XP18-80 Low Profile Platform (2)15/8"Coax Verizon 1 Antel BXA-80080-8CF-EDIN-2 (2)7/8"Coax 1 Antel BXA-70063/8CF Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 Lucent 9442 RRH 700MHz 3 Lucent 9442 RRH AWS 60.0 60.0 6 Powerwave LGP21401 - (1)0.39"Cable AT&T Mobility 3 Kathrein 742 264 3 Powerwave P65-17-XLH-RR Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 6 Nokia CS72993.08 1 Raycap DC6-48-60-18-8F 3 Alcatel-Lucent RRH2X40-07-L-AT (4)0.78"8 AWG 6 60.0 60.0 3 Alcatel-Lucent RRH4X25-WCS T-Arms (2)0.39"Fiber Trunk AT&T Mobility 3 Alcatel-Lucent RRH2x40-07L-DE (2)2"Conduit 3 KMW ET-X-UW-70-16-70-18-iR-AT 3 Alcatel-Lucent 3JR52703AAAA '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 outside the pole shaft. Stacking coax is not allowed. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com . A Eng. Number 59277421 July 11, 2014 AMERICAN TOWER' Page 3 C O R P O R A T I O N • Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 92% Pass Shaft 79% Pass Base Plate 26% Pass Foundations Reaction Component Original Design Factored Design Analysis Reactions %of Design Reactions Reactions* (Kips-Ft) 600.0 810.0 654.0 81% Shear(Kips) 11.0 14.9 12.4 84% *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 Elevation (ft) Deflection (ft) Sway(Rotation)(°j 60.0 0.586 0.993 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A AMERICAN TOWER` C O R P O R A T I O N 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, Inc. 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, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.corn Job Information _ Pole : 82805 Code: ANSI/TIA-222 Rev G Description : 76 ft Summit Monopole Client: AT&T Mobility Struct Class : II Location : Tigard-99,OR Shape : 18 Sides Exposure : B Height: 76.00 (ft) Topo : 1 O 2007-2014 by A TC I P LLC. All rights reserved. Base Elev(ft): 0.00 Taper: 0.16203!(in/ft) A t Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (tt) Top Bottom (in) Type (in) (in/ft) (ksi) 1 35.000 22.26 27.94 0.250 0.000 0.162039 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 0.162039 60 Discrete Appurtenance 60'-0 Attach Force Elev (ft) Bev (ft) Qty Description AM /MI ,M1. 76.000 76.000 1 Raycap RCMDC-3315-PF-48 76.000 76.000 2 Antel BXA-171063/8CF 76.000 76.000 3 Ericsson RRUS 11 44-0 76.000 76.000 4 ClearComm CCFA-386-1W 3'16'Thick 76.000 76.000 2 Antel BXA-80080-8CF-EDIN-2 (60 KSI) 76.000 76.000 2 Antel BXA-70063/8CF 76.000 76.000 2 CSS XP18-80 76.000 76.000 1 GPS 76.000 76.000 3 Flat Tt-Arm 45'lJ l 677066...000000000 0.000 60.000 3 Alcatel-Lucent 3JR52703AAAA 60.000 60.000 3 KM W ET-X-UW-70-16-70-18-iR- 60.000 60.000 3 Alcatel-Lucent RRH2x40-07L-DE 60.000 60.000 3 Alcatel-Lucent RRH4X25-WCS 60.000 60.000 3 Alcatel-Lucent RRH2X40-07-L- 60.000 60.000 1 Raycap DC6-48-60-18-8F 76'0 60.000 60.000 6 Nokia CS72993.08 35-0' I 1 60.000 60.000 6 Kath rein 742 264 60.000 60.000 1 Raycap DC6-48-60-18-8F 60.000 60.000 6 Powerwave LGP21401 60.000 60.000 18 Kathrein 860 10025 36' 60.000 60.000 3 Round T-Arm 45.000 45.000 1 Antel BXA-70063/8CF . 32'-0. r 45.000 45.000 1 Antel BXA-171063/8CF fi 45.000 45.000 2 ClearComm CCDP-565-1W 45.000 45.000 1 Antel BXA-80080-8CF-EDIN-2 45.000 45.000 1 CSS XP18-80 45.000 45.000 1 Flat Low Profile Platform Linear Appurtenance 35-0' Bev(ft) Exposed 1}4"Thldc 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 2"Conduit Yes 0.000 60.000 3/8" Coax 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 '3''3 Y ti 0.000 76.000 1/2"Coax No I I 0.000 76.000 7/8"Coax No • Load Cases 1.2D+1.6W 95.00 mph with No Ice 0.9D+1.6W 95.00 mph with No Ice (Reduced DL) 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 in Radial Ice • 1.2D+1.0E Dead Load with Seismic 0.9D+1.0E Dead Load with Seismic(Reduced DL) 1.0D+1.0W 60.00 mph Serviceability Reactions Moment Shear 12.41 Axial ;�6'a i I I Load Case (kip-ft) (kip) 3.98 (kip) 1.2D+1.6W 65 12.69 0.90+1.6W 648.27 12.34 9.50 1.2D+1.0Di+1.0Wi 69.35 1.20 37.39 1.2D+1.0E 127.98 1.87 12.73 0.90+1.0E 126.76 1.87 9.55 1.0D+1.0W 163.47 3.11 10.61 Dish Deflections Attach Deflection Rotation 60.-0. - I 1] Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 44-0' 3/16'Thick (60 KSI) 45-0. [I 35.-0 1 36' - ??-i 1 5'-0. 1r4'Thick `60 KSI; 0'0' Y Y I I 110113!13U1I Z60 ZOO ZL O Z9.0 ZS 0 Ztr 0 Z£'0 ZZ'0 ZL'0 ZO'0 t Pole : 82805 Code: ANSI/TIA-222 Rev G V Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 1 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) • Shape : 18 Sides X Taper: 0.162039 (in/ft) 02007-2014byATCIPLLC. A//rights reserved 4- Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area lx W/t D/t Dia Bev Area Ix Wit D/t Taper Info (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (sqin) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) 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 Antel BXA-171063/8CF 2 10.50 2.900 0.90 166.58 4.317 0.90 0.000 0.000 76.00 Antel BXA-70063/8CF 2 24.00 10.660 0.76 415.37 13.258 0.76 0.000 0.000 76.00 Antel BXA-80080-8CF-EDIN-2 2 23.00 8.200 0.90 371.85 10.733 0.90 0.000 0.000 76.00 ClearComm CCFA-386-1 W 4 16.00 0.900 0.50 74.92 1.577 0.50 0.000 0.000 76.00 CSS XP18-80 2 15.50 4.860 0.85 199.62 6.795 0.85 0.000 0.000 76.00 Ericsson RRUS 11 3 50.70 2.790 0.67 203.35 3.901 0.67 0.000 0.000 76.00 Rat T-Arm 3 250.00 12.900 0.67 576.10 25.660 0.67 0.000 0.000 76.00 GPS 1 10.00 1.000 0.50 82.27 1.223 0.50 0.000 0.000 76.00 Raycap RCMDC-3315-PF-48 1 21.40 2.510 0.67 186.28 3.578 0.67 0.000 0.000 60.00 Alcatel-Lucent 3 126.00 12.070 0.98 680.96 14.243 0.98 0.000 0.000 60.00 Alcatel-Lucent RRH2X40-07- 3 52.90 2.380 0.67 184.46 3.016 0.67 0.000 0.000 60.00 Alcatel-Lucent RRH2x40-07L- 3 74.10 3.430 0.67 221.52 5.575 0.67 0.000 0.000 60.00 Alcatel-Lucent RRH4X25- 3 70.00 3.160 0.67 209.26 5.136 0.67 0.000 0.000 60.00 Kathrein 742 264 6 36.40 4.860 0.80 253.65 6.445 0.80 0.000 0.000 60.00 Kathrein 860 10025 18 1.20 0.180 0.50 23.58 0.547 0.50 0.000 0.000 60.00 KMW ET-X-UW-70-16-70-18- 3 51.80 10.860 0.81 466.68 13.872 0.81 0.000 0.000 60.00 Nokia CS72993.08 6 17.60 1.230 0.50 86.00 1.994 0.50 0.000 0.000 60.00 Powerwave LGP21401 6 14.10 1.100 0.50 76.21 1.850 0.50 0.000 0.000 60.00 Raycap DC6-48-60-18-8F 1 32.80 1.280 1.00 191.29 3.240 1.00 0.000 0.000 60.00 Raycap DC6-48-60-18-8F 1 32.80 1.280 0.50 191.29 3.240 0.50 0.000 0.000 60.00 Round T-Arm 3 250.00 9.700 0.67 568.48 22.263 0.67 0.000 0.000 45.00 Antel BXA-171063/8CF 1 10.50 2.900 1.00 155.38 4.236 1.00 0.000 0.000 45.00 Antel BXA-70063/8CF 1 24.00 10.660 1.00 389.75 13.118 1.00 0.000 0.000 45.00 Antel BXA-80080-8CF-EDIN-2 1 23.00 8.200 1.00 348.52 10.592 1.00 0.000 0.000 45.00 ClearComm CCDP-565-1W 2 5.50 0.520 0.50 38.33 0.937 0.50 0.000 0.000 45.00 CSS XP18-80 1 15.50 4.860 1.00 186.13 6.690 1.00 0.000 0.000 45.00 Rat Low Profile Platform 1 1500.00 26.100 1.00 2,459.30 54.368 1.00 0.000 0.000 Totals 83 5097.70 19,125.45 Number of Loadings : 27 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) lit) Description (in) To Wind 0.00 76.00 (2)1 5/8"Coax 0.00 N 0.00 76.00 (1)1 5/8" Hybriflex 0.00 N 0.00 76.00 (1)1/2"Coax 0.00 N 0.00 76.00 (6)7/8"Coax 0.00 N 0.00 60.00 (2)0.39" Fiber Trunk 0.00 Y 0.00 60.00 (4)0.78"8 AWG 6 0.00 Y 0.00 60.00 (2)2"Conduit 0.00 Y 0.00 60.00 (1)3/8" Coax 0.00 Y Pole : 82805 Code: ANSI/TIA-222 Rev G Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 2 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) • Shape : 18 Sides / x Taper: 0.162039 (in/ft) 0 2007-2014byATCIPLLC. All rights reserved. 0.00 60.00 (18)7/8" Coax 5.45 Y 0.00 45.00 (2)1 5/8" Coax 0.00 N 0.00 45.00 (2)7/8"Coax 0.00 N • Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 3 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides ! X Taper: 0.162039 (in/ft) d2007-2014byATCIPLLC. All rights resery ed Segment Properties (Max Len : 5ft) Seg Top Rat Elev Thick Dia Area lx W/t D/t Fy S Weight (ft) Description (in) (in) (inA2) (in^4) Ratio Ratio (ksi) (in3) (Ib) 0.00 0.2500 27.940 21.971 2,128.4 18.30 111.76 74.5 150.0 0.0 5.00 0.2500 27.130 21.328 1,947.0 17.72 108.52 75.1 141.4 368.3 10.00 0.2500 26.320 20.685 1,776.2 17.15 105.28 75.7 132.9 357.4 15.00 0.2500 25.509 20.043 1,615.7 16.58 102.04 76.2 124.7 346.5 20.00 0.2500 24.699 19.400 1,465.1 16.01 98.80 76.2 116.8 335.5 25.00 0.2500 23.889 18.757 1,324.3 15.44 95.56 76.2 109.2 324.6 30.00 0.2500 23.079 18.114 1,192.7 14.87 92.32 76.2 101.8 313.7 32.00 Bot-Section 2 0.2500 22.755 17.857 1,142.6 14.64 91.02 76.2 98.9 122.4 35.00 Top-Section 1 0.1875 22.644 13.364 851.4 19.88 120.77 72.9 74.1 318.2 40.00 0.1875 21.833 12.882 762.6 19.12 116.44 73.7 68.8 223.3 45.00 0.1875 21.023 12.399 680.1 18.36 112.12 74.4 63.7 215.1 50.00 0.1875 20.213 11.917 603.8 17.60 107.80 75.2 58.8 206.9 55.00 0.1875 19.403 11.435 533.4 16.84 103.48 76.0 54.2 198.7 60.00 0.1875 18.593 10.953 468.8 16.07 99.16 76.2 49.7 190.5 65.00 0.1875 17.782 10.471 409.6 15.31 94.84 76.2 45.4 182.3 70.00 0.1875 16.972 9.989 355.5 14.55 90.52 76.2 41.3 174.0 75.00 0.1875 16.162 9.507 306.5 13.79 86.20 76.2 37.4 165.8 76.00 0.1875 16.000 9.410 297.3 13.64 85.33 76.2 36.6 32.2 4,075.3 Pole : 82805 Code: ANSI/TIA-222 Rev G y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 4 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (in/ft) 0 2007-2014 by Air IPLLC. All nghts reserved. Z/ Load Case: 1.2D+1.6W 95.00 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 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Ap EPAs Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 15.364 16.90 187.91 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.364 16.90 182.46 0.835 * 0.000 5.00 11.650 9.73 263.1 0.0 442.0 10.00 1.00 0.70 15.364 16.90 177.01 1.200 * 0.000 5.00 11.307 13.57 366.9 0.0 428.9 15.00 1.00 0.70 15.364 16.90 171.57 1.200 * 0.000 5.00 10.964 13.16 355.8 0.0 415.8 20.00 1.00 0.70 15.364 16.90 166.12 1.200 * 0.000 5.00 10.621 12.75 344.7 0.0 402.6 25.00 1.00 0.70 15.364 16.90 160.67 1.200 * 0.000 5.00 10.279 12.33 333.5 0.0 389.5 30.00 1.00 0.70 15.377 16.91 155.28 1.200 * 0.000 5.00 9.936 11.92 322.7 0.0 376.4 32.00 Bot-Section 2 1.00 0.71 15.663 17.23 154.52 1.200 * 0.000 2.00 3.878 4.65 128.3 0.0 146.9 35.00 Top-Section 1 1.00 0.73 16.070 17.67 153.17 1.200 * 0.000 3.00 5.810 6.97 197.2 0.0 381.9 40.00 1.00 0.76 16.694 18.36 153.07 1.200 * 0.000 5.00 9.409 11.29 331.7 0.0 267.9 45.00 Appertunance(s) 1.00 0.78 17.266 18.99 149.89 1.200 * 0.000 5.00 9.066 10.88 330.6 0.0 258.1 50.00 1.00 0.81 17.793 19.57 146.30 1.200 * 0.000 5.00 8.723 10.47 327.8 0.0 248.2 55.00 1.00 0.83 18.285 20.11 142.36 1.200 * 0.000 5.00 8.381 10.06 323.6 0.0 238.4 60.00 Appertunance(s) 1.00 0.85 18.745 20.61 138.12 1.200 * 0.000 5.00 8.038 9.65 318.2 0.0 228.5 65.00 1.00 0.87 19.179 21.09 133.62 0.650 0.000 5.00 7.695 5.00 168.8 0.0 218.7 70.00 1.00 0.89 19.589 21.54 128.89 0.650 0.000 5.00 7.352 4.78 164.8 0.0 208.9 75.00 1.00 0.91 19.979 21.97 123.95 0.650 0.000 5.00 7.009 4.56 160.2 0.0 199.0 76.00 Appertunance(s) 1.00 0.91 20.055 22.06 122.94 0.650 0.000 1.00 1.361 0.88 31.2 0.0 38.6 `=Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,469.2 0.0 4,890.3 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 5 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides ;' X Taper: 0.162039 (in/ft) 0 2007-2014byATCIPLLC. All rights reserved 4/ Load Case: 1.2D+1.6W 95.00 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 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 45.00 ClearComm CCDP- 2 17.266 18.992 0.50 0.80 0.42 0.000 0.000 12.64 0.00 0.00 13.20 45.00 Antel BXA-171063/8CF 1 17.266 18.992 1.00 0.80 2.32 0.000 0.000 70.50 0.00 0.00 12.60 45.00 Antel BXA-70063/8CF 1 17.266 18.992 1.00 0.80 8.53 0.000 0.000 259.15 0.00 0.00 28.80 45.00 Antel BXA-80080-8CF- 1 17.266 18.992 1.00 0.80 6.56 0.000 0.000 199.34 0.00 0.00 27.60 45.00 Flat Low Profile Pla 1 17.266 18.992 1.00 1.00 26.10 0.000 0.000 793.12 0.00 0.00 1,800.00 45.00 CSS XP18-80 1 17.266 18.992 1.00 0.80 3.89 0.000 0.000 118.15 0.00 0.00 18.60 60.00 Round T-Arm 3 18.745 20.619 0.67 0.75 14.62 0.000 0.000 482.42 0.00 0.00 900.00 60.00 Kathrein 860 10025 18 18.745 20.619 0.50 0.80 1.30 0.000 0.000 42.76 0.00 0.00 25.92 60.00 Powerwave LGP21401 6 18.745 20.619 0.50 0.80 2.64 0.000 0.000 87.10 0.00 0.00 101.52 60.00 Raycap DC6-48-60-18- 1 18.745 20.619 1.00 0.80 1.02 0.000 0.000 33.78 0.00 0.00 39.36 60.00 Kathrein 742 264 6 18.745 20.619 0.80 0.80 18.66 0.000 0.000 61 5.69 0.00 0.00 262.08 60.00 Nokia CS72993.08 6 18.745 20.619 0.50 0.80 2.95 0.000 0.000 97.39 0.00 0.00 126.72 60.00 Raycap DC6-48-60-18- 1 18.745 20.619 0.50 0.80 0.51 0.000 0.000 16.89 0.00 0.00 39.36 60.00 Alcatel-Lucent RRH2X 3 18.745 20.619 0.67 0.80 3.83 0.000 0.000 126.26 0.00 0.00 190.44 60.00 Alcatel-Lucent RRH4X 3 18.745 20.619 0.67 0.80 5.08 0.000 0.000 167.64 0.00 0.00 252.00 60.00 Alcatel-Lucent RRH2x 3 18.745 20.619 0.67 0.80 5.52 0.000 0.000 181.96 0.00 0.00 266.76 60.00 KMW ET-X-UW-70-16- 3 18.745 20.619 0.81 0.80 21.11 0.000 0.000 696.50 0.00 0.00 186.48 60.00 Alcatel-Lucent 3JR52 3 18.745 20.619 0.98 0.80 28.39 0.000 0.000 936.57 0.00 0.00 453.60 76.00 ClearComm CCFA-386- 4 20.055 22.060 0.50 0.80 1.44 0.000 0.000 50.83 0.00 0.00 76.80 76.00 Ericsson RRUS 11 3 20.055 22.060 0.67 0.80 4.49 0.000 0.000 158.35 0.00 0.00 182.52 76.00 Antel BXA-171063/8CF 2 20.055 22.060 0.90 0.80 4.18 0.000 0.000 147.40 0.00 0.00 25.20 76.00 Raycap RCMDC-3315- 1 20.055 22.060 0.67 0.80 1.35 0.000 0.000 47.49 0.00 0.00 25.68 76.00 Flat T-Arm 3 20.055 22.060 0.67 0.75 19.45 0.000 0.000 686.40 0.00 0.00 900.00 76.00 GPS 1 20.055 22.060 0.50 0.80 0.40 0.000 0.000 14.12 0.00 0.00 12.00 76.00 CSS XP18-80 2 20.055 22.060 0.85 0.80 6.61 0.000 0.000 233.29 0.00 0.00 37.20 76.00 Antel BXA-70063/8CF 2 20.055 22.060 0.76 0.80 12.96 0.000 0.000 457.53 0.00 0.00 57.60 76.00 Antel BXA-80080-8CF- 2 20.055 22.060 0.90 0.80 11.81 0.000 0.000 416.77 0.00 0.00 55.20 7,150.03 6,117.24 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 6 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / x Taper: 0.162039 (in/ft) ©2007-2014byATCIPLLC. All rights reserved. �/ Load Case: 1.2D+1.6W 95.00 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 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (tt) Description To Wind (It) Ca (in) (sgtt) (sgft) (psf) Ra Factor (Ib) (Ib) 5.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.84 5.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 14.16 5.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 43.80 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.48 5.00 (18)7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.364 0.195 1.285 0.00 35.64 10.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.84 10.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 14.16 10.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 43.80 10.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.48 10.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.201 0.000 65.32 35.64 15.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.84 15.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 14.16 15.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 43.80 15.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.48 15.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.207 0.000 65.32 35.64 20.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.84 20.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 14.16 20.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 43.80 20.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.48 20.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.214 0.000 65.32 35.64 25.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.84 25.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 14.16 25.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 43.80 25.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.48 25.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.221 0.000 65.32 35.64 30.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.84 30.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 14.16 30.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 43.80 30.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.48 30.00 (18)7/8" Coax Yes 5.00 1.063 5.45 2.27 2.41 15.377 0.229 0.000 65.35 35.64 32.00 (2)0.39" Fiber Trunk Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.34 . 32.00 (4)0.78"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 5.66 32.00 (2)2"Conduit Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 17.52 32.00 (1)3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.19 32.00 (18)7/8" Coax Yes 2.00 1.054 5.45 0.91 0.96 15.663 0.234 0.000 26.38 14.26 35.00 (2)0.39" Fiber Trunk Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.50 35.00 (4)0.78"8 AWG6 Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 8.50 35.00 (2)2"Conduit Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 26.28 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.29 35.00 (18)7/8" Coax Yes 3.00 1.040 5.45 1.36 1.42 16.070 0.238 0.000 40.08 21.38 40.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.84 40.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 14.16 40.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 43.80 40.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.48 40.00 (18)7/8" Coax Yes 5.00 1.020 5.45 2.27 2.32 16.694 0.241 0.000 68.09 35.64 45.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.84 45.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 14.16 45.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 43.80 45.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.48 45.00 (18)7/8" Coax Yes 5.00 1.003 5.45 2.27 2.28 17.266 0.250 0.000 69.25 35.64 50.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.84 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 7 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / x Taper: 0.162039 (in/ft) ©2007-2014 byATCIPLLC All nghts reserved. 7- Load Case: 1.2D+1.6W 95.00 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 50.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 14.16 50.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 43.80 50.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.48 50.00 (18)7/8" Coax Yes 5.00 0.988 5.45 2.27 2.24 17.793 0.260 0.000 70.30 35.64 55.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.84 55.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 14.16 55.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 43.80 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.48 55.00 (18)7/8" Coax Yes 5.00 0.975 5.45 2.27 2.21 18.285 0.271 0.000 71.26 35.64 60.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.84 60.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 14.16 60.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 43.80 60.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.48 60.00 (18)7/8" Coax Yes 5.00 0.963 5.45 2.27 2.19 18.745 0.283 0.000 72.15 35.64 Totals: 744.13 1,139.03 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 8 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides - X Taper: 0.162039 (in/ft) ©2007-2014 byATC!PLLC. A//tights reserved Load Case: 1.2D+1.6W 95.00 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 Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 263.08 581.15 0.00 0.00 10.00 432.23 568.03 0.00 0.00 15.00 421.10 554.90 0.00 0.00 20.00 409.98 541.78 0.00 0.00 25.00 398.86 528.65 0.00 0.00 30.00 388.03 515.53 0.00 0.00 32.00 154.68 202.54 0.00 0.00 35.00 237.26 465.34 0.00 0.00 40.00 399.84 407.06 0.00 0.00 45.00 1,852.75 2,298.02 0.00 0.00 50.00 398.12 373.57 0.00 0.00 55.00 394.90 363.73 0.00 0.00 60.00 3,875.32 3,198.12 0.00 0.00 65.00 168.83 249.12 0.00 0.00 70.00 164.76 239.28 0.00 0.00 75.00 160.21 229.43 0.00 0.00 76.00 2,243.39 1,416.91 0.00 0.00 Totals: 12,363.33 12,733.16 0.00 0.00 Pole : 82805 Code: ANSI TIA-222 Rev G Location : Tigard-99,OR Struct Class : II Y 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 9 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) ' Shape : 18 Sides / X Taper: 0.162039 (in/ft) 0 2007-2014 byATC1PLLC. Alf rights resery ed. 4/ Load Case: 1.2D+1.6W 95.00 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 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 -12.69 -12.41 0.00 -653.98 0.00 653.98 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.789 5.00 -12.02 -12.23 0.00 -591.93 0.00 591.93 1,441.82 720.91 1,590.21 796.29 0.22 -0.42 0.752 10.00 -11.37 -11.87 0.00 -530.77 0.00 530.77 1,409.45 704.73 1,507.23 754.73 0.88 -0.83 0.712 15.00 -10.75 -11.52 0.00 -471.40 0.00 471.40 1.374.52 687.26 1.423.76 712.94 1.96 -1.23 0.669 20.00 -10.14 -11.16 0.00 -413.81 0.00 413.81 1,330.43 665.22 1,333.46 667.72 3.46 -1.62 0.628 25.00 -9.55 -10.81 0.00 -357.99 0.00 357.99 1,286.35 643.17 1,246.11 623.98 5.36 -1.99 0.581 30.00 -9.01 -10.44 0.00 -303.95 0.00 303.95 1,242.26 621.13 1,161.73 581.73 7.64 -2.35 0.530 32.00 -8.78 -10.30 0.00 -283.07 0.00 283.07 1,224.62 612.31 1,128.80 565.24 8.65 -2.49 0.508 35.00 -8.28 -10.08 0.00 -252.17 0.00 252.17 876.31 438.15 808.20 404.70 10.28 -2.69 0.633 40.00 -7.84 -9.71 0.00 -201.76 0.00 201.76 853.91 426.95 758.89 380.01 13.26 -2.99 0.541 45.00 -5.61 -7.76 0.00 -153.23 0.00 153.23 830.81 415.41 710.49 355.77 16.57 -3.32 0.438 50.00 -5.23 -7.36 0.00 -114.44 0.00 114.44 807.03 403.52 663.08 332.03 20.20 -3.60 0.351 55.00 -4.87 -6.96 0.00 -77.63 0.00 77.63 782.56 391.28 616.72 308.82 24.10 -3.83 0.258 60.00 -1.94 -2.88 0.00 -42.82 0.00 42.82 751.15 375.58 566.77 283.80 28.20 -3.99 0.154 65.00 -1.70 -2.70 0.00 -28.42 0.00 28.42 718.09 359.04 517.73 259.25 32.43 -4.10 0.112 70.00 -1.47 -2.52 0.00 -14.93 0.00 14.93 685.02 342.51 470.90 235.80 36.76 -4.17 0.066 75.00 -1.25 -2.34 0.00 -2.34 0.00 2.34 651.96 325.98 426.30 213.47 41.14 -4.21 0.013 76.00 0.00 -2.24 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 42.03 -4.21 0.000 Pole : 82805 Code: ANSI/TIA-222 Rev G y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:41 PM Height: 76.00 (ft) Exposure Category: B Page: 10 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides y x Taper: 0.162039 (in/ft) c2007-2014byATCIPLLC. Alinghts resery ed Load Case: 0.9D+1.6W 95.00 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 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 15.364 16.90 187.91 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.364 16.90 182.46 0.650 * 0.000 5.00 11.650 7.57 204.8 0.0 331.5 10.00 1.00 0.70 15.364 16.90 177.01 1.200 * 0.000 5.00 11.307 13.57 366.9 0.0 321.7 15.00 1.00 0.70 15.364 16.90 171.57 1.200 * 0.000 5.00 10.964 13.16 355.8 0.0 311.8 20.00 1.00 0.70 15.364 16.90 166.12 1.200 * 0.000 5.00 10.621 12.75 344.7 0.0 302.0 25.00 1.00 0.70 15.364 16.90 160.67 1.200 * 0.000 5.00 10.279 12.33 333.5 0.0 292.1 30.00 1.00 0.70 15.377 16.91 155.28 1.200 * 0.000 5.00 9.936 11.92 322.7 0.0 282.3 32.00 Bot-Section 2 1.00 0.71 15.663 17.23 154.52 1.200 * 0.000 2.00 3.878 4.65 128.3 0.0 110.2 35.00 Top-Section 1 1.00 0.73 16.070 17.67 153.17 1.200 * 0.000 3.00 5.810 6.97 197.2 0.0 286.4 40.00 1.00 0.76 16.694 18.36 153.07 1.200 * 0.000 5.00 9.409 11.29 331.7 0.0 200.9 45.00 Appertunance(s) 1.00 0.78 17.266 18.99 149.89 1.200 * 0.000 5.00 9.066 10.88 330.6 0.0 193.6 50.00 1.00 0.81 17.793 19.57 146.30 1.200 * 0.000 5.00 8.723 10.47 327.8 0.0 186.2 55.00 1.00 0.83 18.285 20.11 142.36 1.200 * 0.000 5.00 8.381 10.06 323.6 0.0 178.8 60.00 Appertunance(s) 1.00 0.85 18.745 20.61 138.12 1.200 * 0.000 5.00 8.038 9.65 318.2 0.0 171.4 65.00 1.00 0.87 19.179 21.09 133.62 0.650 0.000 5.00 7.695 5.00 168.8 0.0 164.0 70.00 1.00 0.89 19.589 21.54 128.89 0.650 0.000 5.00 7.352 4.78 164.8 0.0 156.6 75.00 1.00 0.91 19.979 21.97 123.95 0.650 0.000 5.00 7.009 4.56 160.2 0.0 149.3 76.00 Appertunance(s) 1.00 0.91 20.055 22.06 122.94 0.650 0.000 1.00 1.361 0.88 31.2 0.0 29.0 *=Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,410.9 0.0 3,667.7 Pole : 82805 Code: ANSI/TIA-222 Rev G Location : Tigard-99,OR Struct Class : II Y 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 11 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides fi x Taper: 0.162039 (in/ft) 0 2007-2014 by ATC IP LLC All rights reserved. y Load Case: 0.9D+1.6W 95.00 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 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loan (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (lb-ft) (Ib) 45.00 ClearComm CCDP- 2 17.266 18.992 0.50 0.80 0.42 0.000 0.000 12.64 0.00 0.00 9.90 45.00 Antel BXA-171063/8CF 1 17.266 18.992 1.00 0.80 2.32 0.000 0.000 70.50 0.00 0.00 9.45 45.00 Antel BXA-70063/8CF 1 17.266 18.992 1.00 0.80 8.53 0.000 0.000 259.15 0.00 0.00 21.60 45.00 Antel BXA-80080-8CF- 1 17.266 18.992 1.00 0.80 6.56 0.000 0.000 199.34 0.00 0.00 20.70 45.00 Flat Low Profile PIa 1 17.266 18.992 1.00 1.00 26.10 0.000 0.000 793.12 0.00 0.00 1,350.00 45.00 CSS XP18-80 1 17.266 18.992 1.00 0.80 3.89 0.000 0.000 118.15 0.00 0.00 13.95 60.00 Round 1-Arm 3 18.745 20.619 0.67 0.75 14.62 0.000 0.000 482.42 0.00 0.00 675.00 60.00 Kathrein 860 10025 18 18.745 20.619 0.50 0.80 1.30 0.000 0.000 42.76 0.00 0.00 19.44 60.00 Powerwave LGP21401 6 18.745 20.619 0.50 0.80 2.64 0.000 0.000 87.10 0.00 0.00 76.14 60.00 Raycap DC6-48-60-18- 1 18.745 20.619 1.00 0.80 1.02 0.000 0.000 33.78 0.00 0.00 29.52 60.00 Kathrein 742 264 6 18.745 20.619 0.80 0.80 18.66 0.000 0.000 615.69 0.00 0.00 196.56 60.00 Nokia CS72993.08 6 18.745 20.619 0.50 0.80 2.95 0.000 0.000 97.39 0.00 0.00 95.04 60.00 Raycap DC6-48-60-18- 1 18.745 20.619 0.50 0.80 0.51 0.000 0.000 16.89 0.00 0.00 29.52 60.00 Alcatel-Lucent RRH2X 3 18.745 20.619 0.67 0.80 3.83 0.000 0.000 126.26 0.00 0.00 142.83 60.00 Alcatel-Lucent RRH4X 3 18.745 20.619 0.67 0.80 5.08 0.000 0.000 167.64 0.00 0.00 189.00 60.00 Alcatel-Lucent RRH2x 3 18.745 20.619 0.67 0.80 5.52 0.000 0.000 181.96 0.00 0.00 200.07 60.00 KMW ET-X-UW-70-16- 3 18.745 20.619 0.81 0.80 21.11 0.000 0.000 696.50 0.00 0.00 139.86 60.00 Alcatel-Lucent 3JR52 3 18.745 20.619 0.98 0.80 28.39 0.000 0.000 936.57 0.00 0.00 340.20 76.00 ClearComm CCFA-386- 4 20.055 22.060 0.50 0.80 1.44 0.000 0.000 50.83 0.00 0.00 57.60 76.00 Ericsson RRUS 11 3 20.055 22.060 0.67 0.80 4.49 0.000 0.000 158.35 0.00 0.00 136.89 76.00 Antel BXA-171063/8CF 2 20.055 22.060 0.90 0.80 4.18 0.000 0.000 147.40 0.00 0.00 18.90 76.00 Ravcan RCMDC-3315- 1 20.055 22.060 0.67 0.80 1.35 0.000 0.000 47.49 0.00 0.00 19.26 76.00 Flat T-Arm 3 20.055 22.060 0.67 0.75 19.45 0.000 0.000 686.40 0.00 0.00 675.00 76.00 GPS 1 20.055 22.060 0.50 0.80 0.40 0.000 0.000 14.12 0.00 0.00 9.00 76.00 CSS XP18-80 2 20.055 22.060 0.85 0.80 6.61 0.000 0.000 233.29 0.00 0.00 27.90 76.00 Antel BXA-70063/8CF 2 20.055 22.060 0.76 0.80 12.96 0.000 0.000 457.53 0.00 0.00 43.20 76.00 Antel BXA-80080-8CF- 2 20.055 22.060 0.90 0.80 11.81 0.000 0.000 416.77 0.00 0.00 41.40 7,150.03 4,587.93 Pole : 82805 Code: ANSI/TIA-222 Rev G y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 12 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) ' Shape : 18 Sides / x Taper: 0.162039 (in/ft) ©2007-2014 byATCIPLLC. All nghts reserved . Z,/ Load Case: 0.9D+1.6W 95.00 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 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (ft) Ca (in) (sgtt) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.63 5.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 10.62 5.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 32.85 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.36 5.00 (18)7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.364 0.195 1.285 0.00 26.73 10.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.63 10.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 10.62 10.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 32.85 10.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.36 10.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.201 0.000 65.32 26.73 15.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.63 15.00 (4)0.78"8 AWG6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 10.62 15.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 32.85 15.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.36 15.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.207 0.000 65.32 26.73 20.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.63 20.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 10.62 20.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 32.85 20.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.36 20.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.214 0.000 65.32 26.73 25.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.63 25.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 10.62 25.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 32.85 25.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.36 25.00 (18)7/8" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.221 0.000 65.32 26.73 30.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.63 30.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 10.62 _ 30.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 32.85 30.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.36 30.00 (18)7/8" Coax Yes 5.00 1.063 5.45 2.27 2.41 15.377 0.229 0.000 65.35 26.73 32.00 (2)0.39" Fiber Trunk Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.25 32.00 (4)0.78"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 4.25 32.00 (2)2"Conduit Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 13.14 32.00 (1)3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.14 32.00 (18)7/8" Coax Yes 2.00 1.054 5.45 0.91 0.96 15.663 0.234 0.000 26.38 10.69 35.00 (2)0.39" Fiber Trunk Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.38 35.00 (4)0.78"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 6.37 35.00 (2)2"Conduit Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 19.71 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.22 35.00 (18)7/8" Coax Yes 3.00 1.040 5.45 1.36 1.42 16.070 0.238 0.000 40.08 16.04 40.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.63 40.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 10.62 40.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 32.85 40.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.36 40.00 (18)7/8" Coax Yes 5.00 1.020 5.45 2.27 2.32 16.694 0.241 0.000 68.09 26.73 45.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.63 45.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 10.62 45.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 32.85 45.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.36 45.00 (18)7/8" Coax Yes 5.00 1.003 5.45 2.27 2.28 17.266 0.250 0.000 69.25 26.73 50.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.63 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 13 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides /. x Taper: 0.162039 (in/ft) ©2007-2014 byATCIPLLC. All nghtsreserved 7,, Load Case: 0.9D+1.6W 95.00 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 50.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 10.62 50.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 32.85 50.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.36 50.00 (18)7/8" Coax Yes 5.00 0.988 5.45 2.27 2.24 17.793 0.260 0.000 70.30 26.73 55.00 (2)0.39" Aber Trunk Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.63 55.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 10.62 55.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 32.85 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.36 55.00 (18)7/8" Coax Yes 5.00 0.975 5.45 2.27 2.21 18.285 0.271 0.000 71.26 26.73 60.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.63 60.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 10.62 60.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 32.85 60.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.36 60.00 (18)7/8" Coax Yes 5.00 0.963 5.45 2.27 2.19 18.745 0.283 0.000 72.15 26.73 Totals: 744.13 854.27 Pole : 82805 Code: ANSI TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 14 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides /' X Taper: 0.162039 (in/ft) •2007-20 74 byATCIPLLC All nghts reserved. 4 Load Case: 0.9D+1.6W 95.00 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 Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 204.76 435.87 0.00 0.00 10.00 432.23 426.02 0.00 0.00 15.00 421.10 416.18 0.00 0.00 20.00 409.98 406.33 0.00 0.00 25.00 398.86 396.49 0.00 0.00 30.00 388.03 386.65 0.00 0.00 32.00 154.68 151.90 0.00 0.00 35.00 237.26 349.01 0.00 0.00 40.00 399.84 305.29 0.00 0.00 45.00 1,852.75 1,723.51 0.00 0.00 50.00 398.12 280.18 0.00 0.00 55.00 394.90 272.80 0.00 0.00 60.00 3,875.32 2,398.59 0.00 0.00 65.00 168.83 186.84 0.00 0.00 70.00 164.76 179.46 0.00 0.00 75.00 160.21 172.07 0.00 0.00 76.00 2,243.39 1,062.68 0.00 0.00 Totals: 12,305.02 9,549.87 0.00 0.00 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 15 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / X Taper: 0.162039 (in/ft) @2007-2014 byATCIPLLC. All rights reserved. z/ Load Case: 0.9D+1.6W 95.00 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 -9.50 -12.34 0.00 -648.27 0.00 648.27 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.780 5.00 -8.98 -12.20 0.00 -586.58 0.00 586.58 1,441.82 720.91 1,590.21 796.29 0.22 -0.41 0.743 10.00 -8.48 -11.82 0.00 -525.59 0.00 525.59 1,409.45 704.73 1,507.23 754.73 0.87 -0.82 0.703 15.00 -7.99 -11.45 0.00 -466.48 0.00 466.48 1,374.52 687.26 1,423.76 712.94 1.95 -1.22 0.660 20.00 -7.52 -11.08 0.00 -409.25 0.00 409.25 1,330.43 665.22 1,333.46 667.72 3.43 -1.60 0.619 25.00 -7.07 -10.71 0.00 -353.86 0.00 353.86 1,286.35 643.17 1,246.11 623.98 5.31 -1.97 0.573 30.00 -6.66 -10.34 0.00 -300.30 0.00 300.30 1,242.26 621.13 1,161.73 581.73 7.56 -2.32 0.522 32.00 -6.48 -10.20 0.00 -279.63 0.00 279.63 1,224.62 612.31 1,128.80 565.24 8.56 -2.46 0.500 35.00 -6.10 -9.97 0.00 -249.04 0.00 249.04 876.31 438.15 808.20 404.70 10.18 -2.66 0.623 40.00 -5.76 -9.59 0.00 -199.20 0.00 199.20 853.91 426.95 758.89 380.01 13.12 -2.96 0.531 45.00 -4.10 -7.66 0.00 -151.26 0.00 151.26 830.81 415.41 710.49 355.77 16.40 -3.28 0.430 50.00 -3.81 -7.27 0.00 -112.94 0.00 112.94 807.03 403.52 663.08 332.03 19.99 -3.56 0.345 55.00 -3.54 -6.87 0.00 -76.61 0.00 76.61 782.56 391.28 616.72 308.82 23.84 -3.78 0.253 60.00 -1.41 -2.84 0.00 -42.27 0.00 42.27 751.15 375.58 566.77 283.80 27.90 -3.94 0.151 65.00 -1.23 -2.66 0.00 -28.06 0.00 28.06 718.09 359.04 517.73 259.25 32.08 -4.05 0.110 70.00 -1.06 -2.49 0.00 -14.75 0.00 14.75 685.02 342.51 470.90 235.80 36.36 -4.12 0.064 75.00 -0.90 -2.31 0.00 -2.31 0.00 2.31 651.96 325.98 426.30 213.47 40.70 -4.16 0.012 76.00 0.00 -2.24 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 41.57 -4.16 0.000 Pole : 82805 Code: ANSI/TIA-222 Rev G Location: Tigard-99,OR Struct Class : II Y 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 16 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / x Taper: 0.162039 (in/ft) 0 2007-2014byATCIPLLC. All nghts reserved . Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 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 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 1.532 1.685 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.070 5.00 13.375 16.05 27.1 378.4 820.4 10.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.219 5.00 13.156 15.79 26.6 396.3 825.2 15.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.310 5.00 12.890 15.47 26.1 402.3 818.1 20.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.378 5.00 12.603 15.12 25.5 402.9 805.6 25.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.432 5.00 12.305 14.77 24.9 400.5 790.0 30.00 1.00 0.70 1.533 1.687 0.000 1.200 * 2.476 5.00 11.999 14.40 24.3 396.0 772.4 32.00 Bot-Section 2 1.00 0.71 1.562 1.718 0.000 1.200 * 2.492 2.00 4.709 5.65 9.7 157.5 304.4 35.00 Top-Section 1 1.00 0.73 1.603 1.763 0.000 1.200 * 2.515 3.00 7.067 8.48 14.9 237.5 619.4 40.00 1.00 0.76 1.665 1.831 0.000 1.200 * 2.549 5.00 11.533 13.84 25.3 388.8 656.7 45.00 Appertunance(s) 1.00 0.78 1.722 1.894 0.000 1.200 * 2.579 5.00 11.215 13.46 25.5 380.8 638.9 50.00 1.00 0.81 1.774 1.952 0.000 1.200 * 2.606 5.00 10.895 13.07 25.5 372.0 620.3 55.00 1.00 0.83 1.823 2.006 0.000 1.200 * 2.631 5.00 10.573 12.69 25.4 362.6 601.0 60.00 Appertunance(s) 1.00 0.85 1.869 2.056 0.000 1.200 * 2.654 5.00 10.250 12.30 25.3 352.7 581.2 65.00 1.00 0.87 1.913 2.104 0.000 1.200 2.675 5.00 9.924 11.91 25.1 342.3 561.0 70.00 1.00 0.89 1.953 2.149 0.000 1.200 2.695 5.00 9.598 11.52 24.7 331.5 540.4 75.00 1.00 0.91 1.992 2.192 0.000 1.200 2.714 5.00 9.271 11.13 24.4 320.3 519.3 76.00 Appertunance(s) 1.00 0.91 2.000 2.200 0.000 1.200 2.718 1.00 1.814 2.18 4.8 63.6 102.2 =Cf Adjusted By Linear Load Ra Effect Totals: 76.00 385.1 5,686.1 10,576.4 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 17 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides }{ Taper: 0.162039 (in/ft) 0 2007-2014 by Air IPLLC All nghts reserved. Z/ Load Case: 1.2D+1.0Di+1.OWi 30.00 mph with 1.25 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 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead pev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (lb-ft) (Ib) 45.00 ClearComm CCDP- 2 1.722 1.894 0.50 0.80 0.75 0.000 0.000 1.42 0.00 0.00 78.86 45.00 Antel BXA-171063/8CF 1 1.722 1.894 1.00 0.80 3.39 0.000 0.000 6.42 0.00 0.00 157.48 45.00 Antel BXA-70063/8CF 1 1.722 1.894 1.00 0.80 10.49 0.000 0.000 19.88 0.00 0.00 394.55 45.00 Antel BXA-80080-8CF- 1 1.722 1.894 1.00 0.80 8.47 0.000 0.000 16.05 0.00 0.00 353.12 45.00 Flat Low Profile Pla 1 1.722 1.894 1.00 1.00 54.37 0.000 0.000 102.97 0.00 0.00 2,559.30 45.00 CSS XP18-80 1 1.722 1.894 1.00 0.80 5.35 0.000 0.000 10.14 0.00 0.00 189.23 60.00 Round T-Ann 3 1.869 2.056 0.67 0.75 33.56 0.000 0.000 69.01 0.00 0.00 1,663.45 60.00 Kathrein 860 10025 18 1.869 2.056 0.50 0.80 3.94 0.000 0.000 8.10 0.00 0.00 428.78 60.00 Powerwave LGP21401 6 1.869 2.056 0.50 0.80 4.44 0.000 0.000 9.13 0.00 0.00 474.20 60.00 Raycap DC6-48-60-18- 1 1.869 2.056 1.00 0.80 2.59 0.000 0.000 5.33 0.00 0.00 197.85 60.00 Kathrein 742 264 6 1.869 2.056 0.80 0.80 24.75 0.000 0.000 50.89 0.00 0.00 1,565.58 60.00 Nokia CS72993.08 6 1.869 2.056 0.50 0.80 4.79 0.000 0.000 9.84 0.00 0.00 537.10 60.00 Raycap DC6-48-60-18- 1 1.869 2.056 0.50 0.80 1.30 0.000 0.000 2.66 0.00 0.00 197.85 60.00 Alcatel-Lucent RRH2X 3 1.869 2.056 0.67 0.80 4.85 0.000 0.000 9.97 0.00 0.00 585.12 60.00 Alcatel-Lucent RRH4X 3 1.869 2.056 0.67 0.80 8.26 0.000 0.000 16.98 0.00 0.00 591.18 60.00 Alcatel-Lucent RRH2x 3 1.869 2.056 0.67 0.80 8.96 0.000 0.000 18.43 0.00 0.00 642.72 60.00 KMW ET-X-UW-70-16- 3 1.869 2.056 0.81 0.80 26.97 0.000 0.000 55.45 0.00 0.00 1,431.13 60.00 Alcatel-Lucent 3JR52 3 1.869 2.056 0.98 0.80 33.50 0.000 0.000 68.88 0.00 0.00 2,118.47 76.00 ClearComm CCFA-386- 4 2.000 2.200 0.50 0.80 2.52 0.000 0.000 5.55 0.00 0.00 312.48 76.00 Ericsson RRUS 11 3 2.000 2.200 0.67 0.80 6.27 0.000 0.000 13.80 0.00 0.00 640.48 76.00 Antel BXA-171063/8CF 2 2.000 2.200 0.90 0.80 6.22 0.000 0.000 13.68 0.00 0.00 337.36 76.00 Ravcap RCMDC-3315- 1 2.000 2.200 0.67 0.80 1.92 0.000 0.000 4.22 0.00 0.00 190.56 76.00 Flat T-Arm 3 2.000 2.200 0.67 0.75 38.68 0.000 0.000 85.10 0.00 0.00 1,686.30 76.00 GPS 1 2.000 2.200 0.50 0.80 0.49 0.000 0.000 1.08 0.00 0.00 84.27 76.00 CSS XP18-80 2 2.000 2.200 0.85 0.80 9.24 0.000 0.000 20.33 0.00 0.00 405.44 76.00 Antel BXA-70063/8CF 2 2.000 2.200 0.76 0.80 16.12 0.000 0.000 35.47 0.00 0.00 840.33 76.00 Antel BXA-80080-8CF- 2 2.000 2.200 0.90 0.80 15.46 0.000 0.000 34.00 0.00 0.00 752.91 694.77 19,416.09 Pole : 82805 Code: ANSI/TIA-222 Rev G y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 18 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides 7. / X Taper: 0.162039 (in/ft) 0 2007-2014 byATCIPLLC. All rights reserved. y` Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 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 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (it) Ca (in) (sgtt) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 33.42 5.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 66.47 5.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 113.02 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 30.28 5.00 (18)7/8" Coax Yes 5.00 0.000 5.45 4.00 0.00 1.532 0.195 1.285 0.00 228.69 10.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 37.77 10.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 72.16 10.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 119.67 10.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 34.42 10.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.12 4.94 1.532 0.201 0.000 8.33 243.92 15.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 40.58 15.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 75.82 15.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 123.91 15.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 37.12 15.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.20 5.04 1.532 0.207 0.000 8.49 253.46 20.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 42.72 20.00 (4)0.78"8 AWG6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 78.57 20.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 127.09 20.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 39.17 20.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.25 5.10 1.532 0.214 0.000 8.60 260.54 25.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 44.46 25.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 80.80 25.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 129.65 25.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 40.84 25.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.30 5.16 1.532 0.221 0.000 8.69 266.21 30.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 45.94 30.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 82.68 _ 30.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 131.82 30.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 42.25 30.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.33 5.20 1.533 0.229 0.000 8.77 270.96 32.00 (2)0.39" Fiber Trunk Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 18.59 . 32.00 (4)0.78"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 33.34 32.00 (2)2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 53.04 32.00 (1)3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 17.11 32.00 (18)7/8" Coax Yes 2.00 1.200 5.45 1.74 2.09 1.562 0.234 0.000 3.59 109.07 35.00 (2)0.39" Fiber Trunk Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 28.34 35.00 (4)0.78"8 AWG6 Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 50.59 35.00 (2)2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 80.23 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 26.10 35.00 (18)7/8" Coax Yes 3.00 1.200 5.45 2.62 3.14 1.603 0.238 0.000 5.54 165.04 40.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 48.37 40.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 85.77 40.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 135.38 40.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 44.60 40.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.39 5.27 1.665 0.241 0.000 9.66 278.70 45.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 49.41 45.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 87.09 45.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 136.89 45.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 45.59 45.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.42 5.30 1.722 0.250 0.000 10.05 281.95 50.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 50.36 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 19 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / X Taper: 0.162039 (in/ft) ©2007-2014 by ATC IP LLC AIInghts reserved. Y Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 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 50.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 88.28 50.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 138.26 50.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 46.51 50.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.44 5.33 1.774 0.260 0.000 10.41 284.89 55.00 (2)0.39" Aber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 51.23 55.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 89.38 55.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 139.52 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 47.35 55.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.46 5.36 1.823 0.271 0.000 10.74 287.60 60.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 52.05 60.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 90.41 60.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 140.68 60.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 48.13 60.00 (18)7/8" Coax Yes 5.00 1.200 5.45 4.48 5.38 1.869 0.283 0.000 11.06 290.09 Totals: 103.92 6,814.32 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 20 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides i x Taper: 0.162039 (in/ft) 0 2007-2014 byATCIPLLC. A II nghts reserved 7/ Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 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 Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 27.05 1,336.50 0.00 0.00 10.00 34.94 1,377.36 0.00 0.00 15.00 34.56 1,393.17 0.00 0.00 20.00 34.09 1,397.89 0.00 0.00 25.00 33.58 1,396.19 0.00 0.00 30.00 33.06 1,390.25 0.00 0.00 32.00 13.30 553.21 0.00 0.00 35.00 20.49 996.21 0.00 0.00 40.00 35.00 1,293.75 0.00 0.00 45.00 192.41 5,016.54 0.00 0.00 50.00 35.92 1,258.97 0.00 0.00 55.00 36.19 1,246.51 0.00 0.00 60.00 361.03 11,666.45 0.00 0.00 65.00 25.05 591.42 0.00 0.00 70.00 24.75 570.77 0.00 0.00 75.00 24.38 549.76 0.00 0.00 76.00 218.01 5,358.44 0.00 0.00 Totals: 1,183.81 37,393.37 0.00 0.00 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 21 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides �/ X Taper: 0.162039 (in/ft) p2001-2014 by A TC IP LLC ANdghts reserved. Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 1.25 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 -37.39 -1.20 0.00 -69.35 0.00 69.35 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.108 5.00 -36.06 -1.20 0.00 -63.35 0.00 63.35 1,441.82 720.91 1,590.21 796.29 0.02 -0.04 0.105 10.00 -34.68 -1.19 0.00 -57.36 0.00 57.36 1,409.45 704.73 1,507.23 754.73 0.09 -0.09 0.101 15.00 -33.28 -1.18 0.00 -51.42 0.00 51.42 1,374.52 687.26 1.423.76 712.94 0.21 -0.13 0.096 20.00 -31.88 -1.16 0.00 -45.54 0.00 45.54 1,330.43 665.22 1,333.46 667.72 0.37 -0.17 0.092 25.00 -30.49 -1.15 0.00 -39.73 0.00 39.73 1,286.35 643.17 1,246.11 623.98 0.58 -0.22 0.087 30.00 -29.10 -1.12 0.00 -34.00 0.00 34.00 1,242.26 621.13 1,161.73 581.73 0.82 -0.26 0.082 32.00 -28.54 -1.11 0.00 -31.76 0.00 31.76 1,224.62 612.31 1,128.80 565.24 0.93 -0.27 0.079 35.00 -27.55 -1.10 0.00 -28.42 0.00 28.42 876.31 438.15 808.20 404.70 1.11 -0.29 0.102 40.00 -26.25 -1.08 0.00 -22.91 0.00 22.91 853.91 426.95 758.89 380.01 1.44 -0.33 0.091 45.00 -21.24 -0.87 0.00 -17.52 0.00 17.52 830.81 415.41 710.49 355.77 1.80 -0.37 0.075 50.00 -19.98 -0.83 0.00 -13.19 0.00 13.19 807.03 403.52 663.08 332.03 2.20 -0.40 0.064 55.00 -18.73 -0.80 0.00 -9.02 0.00 9.02 782.56 391.28 616.72 308.82 2.64 -0.42 0.053 60.00 -7.07 -0.35 0.00 -5.05 0.00 5.05 751.15 375.58 566.77 283.80 3.09 -0.44 0.027 65.00 -6.48 -0.32 0.00 -3.31 0.00 3.31 718.09 359.04 517.73 259.25 3.56 -0.46 0.022 70.00 -5.91 -0.29 0.00 -1.71 0.00 1.71 685.02 342.51 470.90 235.80 4.04 -0.46 0.016 75.00 -5.36 -0.26 0.00 -0.26 0.00 0.26 651.96 325.98 426.30 213.47 4.53 -0.47 0.009 76.00 0.00 -0.22 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 4.63 -0.47 0.000 • Pole : 82805 Code: ANSUTIA-222 Rev G Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 22 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / X Taper: 0.162039 (in/ft) ©2007-2014 byATCIPLLC. All nghts reserved. y , Load Case: 1.2D+1.0E Dead Load with Seismic 20 Iterations Gust Response Factor: 1.10 Sds : 0.72 Ss : 0.97 Dead Load Factor: 1.20 Seismic Load Factor: 1.00 Sd1 : 0.44 S1 : 0.42 Wind Load Factor: 0.00 Structure Frequency:0.5580 SA: 0.25 Seismic Importance Factor: 1.00 Total Segment Forces (Factored) R: 1.50 Seg Top Lateral Elev Wz Fs (ft) Description (Ib) a b c (Ib) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 368.35 0.01 0.05 0.03 24.15 10.00 357.41 0.03 0.07 0.04 31.07 15.00 346.47 0.07 0.07 0.04 33.40 20.00 335.53 0.13 0.07 0.03 34.95 25.00 324.60 0.20 0.06 0.02 35.71 30.00 313.66 0.29 0.05 0.01 33.72 32.00 Bot-Section 2 122.40 0.34 0.04 0.01 12.52 35.00 Top-Section 1 318.22 0.40 0.02 0.01 28.17 40.00 223.27 0.52 -0.02 0.01 11.26 45.00 Appertunance(s) 1233.56 0.66 -0.07 0.02 6.34 50.00 206.86 0.82 -0.11 0.06 -4.11 55.00 198.66 0.99 -0.11 0.13 1.08 60.00 Appertunance(s) 2190.15 1.18 -0.02 0.24 219.55 65.00 182.25 1.38 0.25 0.41 49.71 70.00 174.05 1.60 0.79 0.67 91.59 75.00 165.84 1.84 1.73 1.05 143.08 76.00 Appertunance(s) 1175.68 1.89 1.98 1.14 1105.40 Totals: 8,236.97 1,857.60 Total Wind : 12,363.3 Seismic Base Shear Not Tested Due To User Override -Analysis Required • Pole : 82805 Code: ANSI/TIA-222 Rev G Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 23 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides 77 / X Taper: 0.162039 (in/ft) 0 2007-2014byATCIPLLC. All nghts reserved . y/ Load Case: 1.2D+1.0E Dead Load with Seismic 20 Iterations Gust Response Factor: 1.10 Sds : 0.72 Ss :0.97 Dead Load Factor : 1.20 Seismic Load Factor: 1.00 Sd1 : 0.44 S1 :0.42 Wind Load Factor: 0.00 Structure Frequency: 0.5580 SA: 0.25 Seismic Importance 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 -12.73 -1.87 0.00 -127.98 0.00 127.98 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.161 5.00 -12.15 -1.86 0.00 -118.63 0.00 118.63 1,441.82 720.91 1,590.21 796.29 0.04 -0.08 0.157 10.00 -11.58 -1.85 0.00 -109.31 0.00 109.31 1,409.45 704.73 1,507.23 754.73 0.17 -0.17 0.153 15.00 -11.02 -1.83 0.00 -100.07 0.00 100.07 1,374.52 687.26 1.423.76 712.94 0.39 -0.25 0.148 20.00 -10.48 -1.81 0.00 -90.92 0.00 90.92 1,330.43 665.22 1,333.46 667.72 0.70 -0.33 0.144 25.00 -9.94 -1.78 0.00 -81.89 0.00 81.89 1,286.35 643.17 1,246.11 623.98 1.09 -0.42 0.139 30.00 -9.43 -1.75 0.00 -72.98 0.00 72.98 1,242.26 621.13 1,161.73 581.73 1.58 -0.50 0.133 32.00 -9.22 -1.75 0.00 -69.47 0.00 69.47 1,224.62 612.31 1,128.80 565.24 1.79 -0.53 0.130 35.00 -8.76 -1.72 0.00 -64.23 0.00 64.23 876.31 438.15 808.20 404.70 2.15 -0.58 0.169 40.00 -8.35 -1.72 0.00 -55.61 0.00 55.61 853.91 426.95 758.89 380.01 2.80 -0.66 0.156 45.00 -6.05 -1.70 0.00 -47.01 0.00 47.01 830.81 415.41 710.49 355.77 3.55 -0.76 0.139 50.00 -5.67 -1.70 0.00 -38.53 0.00 38.53 807.03 403.52 663.08 332.03 4.39 -0.85 0.123 55.00 -5.30 -1.70 0.00 -30.04 0.00 30.04 782.56 391.28 616.72 308.82 5.33 -0.93 0.104 60.00 -2.11 -1.43 0.00 -21.55 0.00 21.55 751.15 375.58 566.77 283.80 6.34 -1.00 0.079 65.00 -1.86 -1.38 0.00 -14.41 0.00 14.41 718.09 359.04 517.73 259.25 7.42 -1.05 0.058 70.00 -1.62 -1.28 0.00 -7.53 0.00 7.53 685.02 342.51 470.90 235.80 8.54 -1.09 0.034 75.00 -1.40 -1.13 0.00 -1.13 0.00 1.13 651.96 325.98 426.30 213.47 9.70 -1.11 0.007 76.00 0.00 -1.11 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 9.93 -1.11 0.000 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:42 PM Height: 76.00 (ft) Exposure Category: B Page: 24 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (in/ft) .:,.2007-2014 byATCIPLLC All dgbrs reserved. 4/ Load Case: 0.9D+1.0E Dead Load with Seismic (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Sds : 0.72 Ss : 0.97 Dead Load Factor: 0.90 Seismic Load Factor: 1.00 Sd1 : 0.44 51 : 0.42 Wind Load Factor: 0.00 Structure Frequency: 0.5580 SA: 0.25 Seismic Importance Factor : 1.00 Total Segment Forces (Factored) R: 1.50 Seg Top Lateral Elev Wz Fs (ft) Description (Ib) a b c (Ib) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 368.35 0.01 0.05 0.03 24.15 10.00 357.41 0.03 0.07 0.04 31.07 15.00 346.47 0.07 0.07 0.04 33.40 20.00 335.53 0.13 0.07 0.03 34.95 25.00 324.60 0.20 0.06 0.02 35.71 30.00 313.66 0.29 0.05 0.01 33.72 32.00 Bot-Section 2 122.40 0.34 0.04 0.01 12.52 35.00 Top-Section 1 318.22 0.40 0.02 0.01 28.17 40.00 223.27 0.52 -0.02 0.01 11.26 45.00 Appertunance(s) 1233.56 0.66 -0.07 0.02 6.34 50.00 206.86 0.82 -0.11 0.06 -4.11 55.00 198.66 0.99 -0.11 0.13 1.08 60.00 Appertunance(s) 2190.15 1.18 -0.02 0.24 219.55 65.00 182.25 1.38 0.25 0.41 49.71 70.00 174.05 1.60 0.79 0.67 91.59 75.00 165.84 1.84 1.73 1.05 143.08 76.00 Appertunance(s) 1175.68 1.89 1.98 1.14 1105.40 Totals: 8,236.97 1,857.60 Total Wind : 12,363.3 Seismic Base Shear Not Tested Due To User Override -Analysis Required Pole : 82805 Code: ANSI TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7115/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 25 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides 77 - X Taper: 0.162039 (in/ft) ©2007-2014 byATCIPLLC. All nghtsresery ed. y'� Load Case: 0.9D+1.0E Dead Load with Seismic (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Sds : 0.72 Ss : 0.97 Dead Load Factor: 0.90 Seismic Load Factor: 1.00 Sd1 : 0.44 S1 : 0.42 Wind Load Factor: 0.00 Structure Frequency: 0.5580 SA: 0.25 Seismic Importance 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 -9.55 -1.87 0.00 -126.76 0.00 126.76 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.158 5.00 -9.11 -1.86 0.00 -117.42 0.00 117.42 1,441.82 720.91 1,590.21 796.29 0.04 -0.08 0.154 10.00 -8.68 -1.84 0.00 -108.13 0.00 108.13 1,409.45 704.73 1,507.23 754.73 0.17 -0.16 0.149 15.00 -8.26 -1.81 0.00 -98.95 0.00 98.95 1.374.52 687.26 1,423.76 712.94 0.39 -0.25 0.145 20.00 -7.85 -1.79 0.00 -89.87 0.00 89.87 1,330.43 665.22 1,333.46 667.72 0.69 -0.33 0.141 25.00 -7.46 -1.76 0.00 -80.93 0.00 80.93 1,286.35 643.17 1,246.11 623.98 1.08 -0.41 0.135 30.00 -7.07 -1.73 0.00 -72.12 0.00 72.12 1,242.26 621.13 1,161.73 581.73 1.56 -0.50 0.130 32.00 -6.91 -1.72 0.00 -68.66 0.00 68.66 1,224.62 612.31 1,128.80 565.24 1.77 -0.53 0.127 35.00 -6.56 -1.70 0.00 -63.49 0.00 63.49 876.31 438.15 808.20 404.70 2.12 -0.58 0.164 40.00 -6.26 -1.69 0.00 -55.00 0.00 55.00 853.91 426.95 758.89 380.01 2.77 -0.66 0.152 45.00 -4.53 -1.67 0.00 -46.53 0.00 46.53 830.81 415.41 710.49 355.77 3.51 -0.75 0.136 50.00 -4.25 -1.68 0.00 -38.16 0.00 38.16 807.03 403.52 663.08 332.03 4.34 -0.84 0.120 55.00 -3.97 -1.68 0.00 -29.78 0.00 29.78 782.56 391.28 616.72 308.82 5.27 -0.92 0.102 60.00 -1.58 -1.42 0.00 -21.40 0.00 21.40 751.15 375.58 566.77 283.80 6.27 -0.99 0.078 65.00 -1.39 -1.37 0.00 -14.31 0.00 14.31 718.09 359.04 517.73 259.25 7.34 -1.04 0.057 70.00 -1.21 -1.27 0.00 -7.48 0.00 7.48 685.02 342.51 470.90 235.80 8.45 -1.08 0.034 75.00 -1.04 -1.13 0.00 -1.13 0.00 1.13 651.96 325.98 426.30 213.47 9.59 -1.10 0.007 76.00 0.00 -1.11 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 9.82 -1.10 0.000 Pole : 82805 Code: ANSI/TIA-222 Rev G y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 26 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / }( Taper: 0.162039 (in/ft) ©2007-2014byATCIPLLC. Allrlghts reserved. 7/ Load Case: 1.OD+1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (lb) 0.00 1.00 0.70 6.129 6.742 118.68 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 115.24 0.650 * 0.000 5.00 11.650 7.57 51.0 0.0 368.3 10.00 1.00 0.70 6.129 6.742 111.80 1.200 * 0.000 5.00 11.307 13.57 91.5 0.0 357.4 15.00 1.00 0.70 6.129 6.742 108.36 1.200 * 0.000 5.00 10.964 13.16 88.7 0.0 346.5 20.00 1.00 0.70 6.129 6.742 104.91 1.200 * 0.000 5.00 10.621 12.75 85.9 0.0 335.5 25.00 1.00 0.70 6.129 6.742 101.47 1.200 * 0.000 5.00 10.279 12.33 83.2 0.0 324.6 30.00 1.00 0.70 6.134 6.747 98.076 1.200 * 0.000 5.00 9.936 11.92 80.4 0.0 313.7 32.00 Bot-Section 2 1.00 0.71 6.248 6.873 97.595 1.200 * 0.000 2.00 3.878 4.65 32.0 0.0 122.4 35.00 Top-Section 1 1.00 0.73 6.410 7.051 96.740 1.200 * 0.000 3.00 5.810 6.97 49.2 0.0 318.2 40.00 1.00 0.76 6.659 7.325 96.677 1.200 * 0.000 5.00 9.409 11.29 82.7 0.0 223.3 45.00 Appertunance(s) 1.00 0.78 6.887 7.576 94.669 1.200 * 0.000 5.00 9.066 10.88 82.4 0.0 215.1 50.00 1.00 0.81 7.098 7.807 92.401 1.200 * 0.000 5.00 8.723 10.47 81.7 0.0 206.9 55.00 1.00 0.83 7.294 8.023 89.913 1.200 * 0.000 5.00 8.381 10.06 80.7 0.0 198.7 60.00 Appertunance(s) 1.00 0.85 7.477 8.225 87.236 1.200 * 0.000 5.00 8.038 9.65 79.3 0.0 190.5 65.00 1.00 0.87 7.650 8.415 84.394 0.650 0.000 5.00 7.695 5.00 42.1 0.0 182.3 70.00 1.00 0.89 7.814 8.595 81.406 0.650 0.000 5.00 7.352 4.78 41.1 0.0 174.0 75.00 1.00 0.91 7.969 8.766 78.288 0.650 0.000 5.00 7.009 4.56 39.9 0.0 165.8 76.00 Appertunance(s) 1.00 0.91 8.000 8.800 77.650 0.650 0.000 1.00 1.361 0.88 7.8 0.0 32.2 *=Cf Adjusted By Linear Load Ra Effect Totals: 228.00 25,826.3 0.0 12,633.3 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 27 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides / x Taper: 0.162039 (in/ft) 02007-2014byATCIPLLC. All rights reserved Load Case: 1.OD+1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Eev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loa(' (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (lb-ft) (Ib) 45.00 ClearComm CCDP- 2 6.887 7.576 0.50 0.80 0.42 0.000 0.000 3.15 0.00 0.00 11.00 45.00 Antel BXA-171063/8CF 1 6.887 7.576 1.00 0.80 2.32 0.000 0.000 17.58 0.00 0.00 10.50 45.00 Antel BXA-70063/8CF 1 6.887 7.576 1.00 0.80 8.53 0.000 0.000 64.61 0.00 0.00 24.00 45.00 Antel BXA-80080-8CF- 1 6.887 7.576 1.00 0.80 6.56 0.000 0.000 49.70 0.00 0.00 23.00 45.00 Flat Low Profile Pla 1 6.887 7.576 1.00 1.00 26.10 0.000 0.000 197.73 0.00 0.00 1,500.00 45.00 CSS XP18-80 1 6.887 7.576 1.00 0.80 3.89 0.000 0.000 29.46 0.00 0.00 15.50 60.00 Round T-Arm 3 7.477 8.225 0.67 0.75 14.62 0.000 0.000 120.27 0.00 0.00 750.00 60.00 Kathrein 860 10025 18 7.477 8.225 0.50 0.80 1.30 0.000 0.000 10.66 0.00 0.00 21.60 60.00 Powerwave LGP21401 6 7.477 8.225 0.50 0.80 2.64 0.000 0.000 21.71 0.00 0.00 84.60 60.00 Raycap DC6-48-60-18- 1 7.477 8.225 1.00 0.80 1.02 0.000 0.000 8.42 0.00 0.00 32.80 60.00 Kathrein 742 264 6 7.477 8.225 0.80 0.80 18.66 0.000 0.000 153.50 0.00 0.00 218.40 60.00 Nokia CS72993.08 6 7.477 8.225 0.50 0.80 2.95 0.000 0.000 24.28 0.00 0.00 105.60 60.00 Raycap DC6-48-60-18- 1 7.477 8.225 0.50 0.80 0.51 0.000 0.000 4.21 0.00 0.00 32.80 60.00 Alcatel-Lucent RRH2X 3 7.477 8.225 0.67 0.80 3.83 0.000 0.000 31.48 0.00 0.00 158.70 60.00 Alcatel-Lucent RRH4X 3 7.477 8.225 0.67 0.80 5.08 0.000 0.000 41.79 0.00 0.00 210.00 60.00 Alcatel-Lucent RRH2x 3 7.477 8.225 0.67 0.80 5.52 0.000 0.000 45.36 0.00 0.00 222.30 60.00 KMW ET-X-UW-70-16- 3 7.477 8.225 0.81 0.80 21.11 0.000 0.000 173.64 0.00 0.00 155.40 60.00 Alcatel-Lucent 3JR52 3 7.477 8.225 0.98 0.80 28.39 0.000 0.000 233.49 0.00 0.00 378.00 76.00 ClearComm CCFA-386- 4 8.000 8.800 0.50 0.80 1.44 0.000 0.000 12.67 0.00 0.00 64.00 76.00 Ericsson RRUS 11 3 8.000 8.800 0.67 0.80 4.49 0.000 0.000 39.48 0.00 0.00 152.10 76.00 Antel BXA-171063/8CF 2 8.000 8.800 0.90 0.80 4.18 0.000 0.000 36.75 0.00 0.00 21.00 76.00 Raycap RCMDC-3315- 1 8.000 8.800 0.67 0.80 1.35 0.000 0.000 11.84 0.00 0.00 21.40 76.00 Flat T-Arm 3 8.000 8.800 0.67 0.75 19.45 0.000 0.000 171.12 0.00 0.00 750.00 76.00 GPS 1 8.000 8.800 0.50 0.80 0.40 0.000 0.000 3.52 0.00 0.00 10.00 76.00 CSS XP18-80 2 8.000 8.800 0.85 0.80 6.61 0.000 0.000 58.16 0.00 0.00 31.00 76.00 Antel BXA-70063/8CF 2 8.000 8.800 0.76 0.80 12.96 0.000 0.000 114.07 0.00 0.00 48.00 76.00 Antel BXA-80080-8CF- 2 8.000 8.800 0.90 0.80 11.81 0.000 0.000 103.90 0.00 0.00 46.00 1,782.56 15,802.87 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 28 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (inlft) 0 2007-2014 byATCIPLLC. All rights resery ed. Zj' Load Case: 1.0D+1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (tt) Description To Wind (tt) Ca (in) (sqtt) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.70 5.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 11.80 5.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 36.50 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.40 5.00 (18)7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 6.129 0.195 1.285 0.00 29.70 10.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.70 10.00 (4)0.78"8 AWG6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 11.80 10.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 36.50 10.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.40 10.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.201 0.000 18.37 29.70 15.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.70 15.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 11.80 15.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 36.50 15.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.40 15.00 (181 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.207 0.000 18.37 29.70 20.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 0.70 20.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 11.80 20.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 36.50 20.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 0.40 20.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.214 0.000 18.37 29.70 25.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.70 25.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 11.80 25.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 36.50 25.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.40 25.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.221 0.000 18.37 29.70 30.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.70 30.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 11.80 - 30.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 36.50 30.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.40 30.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.134 0.229 0.000 18.39 29.70 32.00 (2)0.39" Fiber Trunk Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.28 • 32.00 (4)0.78"8 AWG6 Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 4.72 32.00 (2)2"Conduit Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 14.60 32.00 (1)3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.16 32.00 (18)7/8" Coax Yes 2.00 1.200 5.45 0.91 1.09 6.248 0.234 0.000 7.49 11.88 35.00 (2)0.39" Fiber Trunk Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.42 35.00 (4)0.78"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 7.08 35.00 (2)2"Conduit Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 21.90 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.24 35.00 (18)7/8" Coax Yes 3.00 1.200 5.45 1.36 1.63 6.410 0.238 0.000 11.53 17.82 40.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.70 40.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 11.80 40.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 36.50 40.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.40 40.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.659 0.241 0.000 19.96 29.70 45.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.70 45.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 11.80 45.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 36.50 45.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.40 45.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.887 0.250 0.000 20.64 29.70 50.00 (2)0.39"Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.70 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 29 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (in/ft) 0 2007-2014byATCIPLLC. Alinghts reserved . Load Case: 1.0D+1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 50.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 11.80 50.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 36.50 50.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.40 50.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.098 0.260 0.000 21.28 29.70 55.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.70 55.00 (4)0.78" 8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 11.80 55.00 (2)2"Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 36.50 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.40 55.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.294 0.271 0.000 21.86 29.70 60.00 (2)0.39" Fiber Trunk Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.70 60.00 (4)0.78"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 11.80 60.00 (2)2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 36.50 60.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.40 60.00 (18)7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.477 0.283 0.000 22.41 29.70 Totals: 217.04 2,942.50 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 30 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (in/ft) 0 2007-20 14 byATCIPLLC All nghtsreserved. 4/ Load Case: 1.0D+1.0W 60.00 mph Serviceability 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 Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 51.05 484.30 0.00 0.00 10.00 109.84 473.36 0.00 0.00 15.00 107.07 462.42 0.00 0.00 20.00 104.30 451.48 0.00 0.00 25.00 101.52 440.54 0.00 0.00 30.00 98.83 429.61 0.00 0.00 32.00 39.48 168.78 0.00 0.00 35.00 60.69 387.79 0.00 0.00 40.00 102.67 339.22 0.00 0.00 45.00 465.29 1,915.01 0.00 0.00 50.00 103.00 311.31 0.00 0.00 55.00 102.55 303.11 0.00 0.00 60.00 970.57 2,665.10 0.00 0.00 65.00 42.09 207.60 0.00 0.00 70.00 41.08 199.40 0.00 0.00 75.00 39.94 191.19 0.00 0.00 76.00 559.29 1,180.75 0.00 0.00 Totals: 6,81446 32,893.99 0.00 0.00 Pole : 82805 Code: ANSI/TIA-222 RevG Location: Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 31 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.162039 (in/ft) 02007-2014 byATCIPLLC. All nghtsresery ed. Load Case: 1.0D+1.0W 60.00 mph Serviceability 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 -10.61 -3.11 0.00 -163.47 0.00 163.47 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.202 5.00 -10.12 -3.08 0.00 -147.92 0.00 147.92 1,441.82 720.91 1,590.21 796.29 0.06 -0.10 0.193 10.00 -9.64 -2.98 0.00 -132.54 0.00 132.54 1,409.45 704.73 1,507.23 754.73 0.22 -0.21 0.182 15.00 -9.17 -2.89 0.00 -117.64 0.00 117.64 1.374.52 687.26 1,423.76 712.94 0.49 -0.31 0.172 20.00 -8.72 -2.80 0.00 -103.20 0.00 103.20 1,330.43 665.22 1,333.46 667.72 0.86 -0.40 0.161 25.00 -8.27 -2.70 0.00 -89.22 0.00 89.22 1,286.35 643.17 1,246.11 623.98 1.34 -0.50 0.149 30.00 -7.84 -2.61 0.00 -75.70 0.00 75.70 1,242.26 621.13 1,161.73 581.73 1.91 -0.59 0.136 32.00 -7.67 -2.57 0.00 -70.48 0.00 70.48 1,224.62 612.31 1,128.80 565.24 2.16 -0.62 0.131 35.00 -7.28 -2.52 0.00 -62.76 0.00 62.76 876.31 438.15 808.20 404.70 2.57 -0.67 0.163 40.00 -6.94 -2.42 0.00 -50.18 0.00 50.18 853.91 426.95 758.89 380.01 3.31 -0.75 0.140 45.00 -5.03 -1.93 0.00 -38.08 0.00 38.08 830.81 415.41 710.49 355.77 4.14 -0.83 0.113 50.00 -4.72 -1.83 0.00 -28.41 0.00 28.41 807.03 403.52 663.08 332.03 5.04 -0.90 0.091 55.00 -4.42 -1.73 0.00 -19.25 0.00 19.25 782.56 391.28 616.72 308.82 6.01 -0.95 0.068 60.00 -1.77 -0.71 0.00 -10.61 0.00 10.61 751.15 375.58 566.77 283.80 7.04 -0.99 0.040 65.00 -1.56 -0.67 0.00 -7.04 0.00 7.04 718.09 359.04 517.73 259.25 8.09 -1.02 0.029 70.00 -1.36 -0.62 0.00 -3.70 0.00 3.70 685.02 342.51 470.90 235.80 9.17 -1.04 0.018 75.00 -1.17 -0.58 0.00 -0.58 0.00 0.58 651.96 325.98 426.30 213.47 10.26 -1.05 0.005 76.00 0.00 -0.56 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 10.48 -1.05 0.000 Pole : 82805 Code: ANSI/TIA-222 Rev G Y Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 32 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides j x Taper: 0.162039 (in/ft) 0 2007-2014 byATCIPLLC. All nghtsreserved. Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.6W 12.41 0.00 12.69 0.00 0.00 653.98 0.00 0.79 0.9D+1.6W 12.34 0.00 9.50 0.00 0.00 648.27 0.00 0.78 1.2D+1.0Di+1.0Wi 1.20 0.00 37.39 0.00 0.00 69.35 0.00 0.11 1.2D+1.0E 1.87 0.00 12.73 0.00 0.00 127.98 35.00 0.17 0.9D+1.0E 1.87 0.00 9.55 0.00 0.00 126.76 35.00 0.16 1.0D+1.0W 3.11 0.00 10.61 0.00 0.00 163.47 0.00 0.20 • Pole : 82805 Code: ANSI/TIA-222 Rev G Location : Tigard-99,OR Struct Class : II 7/15/2014 4:03:43 PM Height: 76.00 (ft) Exposure Category: B Page: 33 Base Dia : 27.94 (in) Topographic Category: 1 Top Dia : 16.00 (in) Base Elev: 0.000 (ft) Shape : 18 Sides }( Taper: 0.162039 (in/ft) 02007-20 14 byATCIPLLC Alinghts reserved. 4/, 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 11.00 653.98 37.39 12.41 80.74 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 22.170 486.46 1886.15 0.26 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 45.0 233.57 260.00 0.92 214.87 260.00 0.85