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SVP.2020 oo/G 2 OFFICE COPY OFFICE COPY RECEIVED JUL 1 4 2020 CITY OF TIGARD AAA ERICAN TOWERa BUILDING DIVISION CORPORATION Structural Analysis Report Structure : 76 ft Monopole ATC Site Name : TIGARD-99, OR ATC Asset Number : 82805 Engineering Number : OAA757286_C3_01 Proposed Carrier : AT&T MOBILITY Carrier Site Name : Tigard West Carrier Site Number : PL77 Site Location : 12925 SW Pacific Hwy Portland, OR 97223-5015 45.426600,-122.779900 Expires: 12/31/202,0 County : Washington �� gp PROpoo Date : April 10, 2020 d�' G%NEF % et *1 7PE �r Max Usage : 65% Result : Pass -tp .Opp a 00. Prepared By: Reviewed By: N !F. Kiera Dolan Structural Engineer I Authorized by "EOR" 10 Apr 2020 04:49:08 COSI8n ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-91.9-468-0112 Office-919-466-5414 Fax-www.americantower.corn Eng. Number OAA757286_C3_01 April 10, 202.0 AMERICAN TOWER' C c R r o ft a- tJ k 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 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 OAA757286 C3_01 April 10, 2020 AMERICAN TOW ER° Page 1 CORFORATION 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: 97 mph (3-Second Gust) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1-1/2"radial ice concurrent Code: ANSI/TIA-222-H/2018 IBC/2019 Oregon Structural Specialty Code Exposure Category: _ B Risk Category: II Topographic Factor Procedure: Method 1 Topographic Category: 1 Crest Height(H): _ 0 ft Spectral Response: Ss=0.86,S1=0.40 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 a 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,Sale 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com �. Eng. Number OAA757286_C3_01 April 10, 2020 AME",RICA.NTOWER' Page 2 CORP OP AT ICH Existing and Reserved Equipment Elev.'(ft) Qty Antenna Mount Type Lines Carrier 84.0 1 Generic GPS Flush _ 2 Amphenol Antel BXA-80080x8CF-EDIN-2 (1)1/2"Coax 2 Raycap DC6-48-60-18-8F 2 Ericsson Radio 22212 Band 13,66A,2, 5 variants (2)1.48"(37.8mm) Hybrid VERIZON WIRELESS 80.0 2 Ericsson RRUS 32 B66A T-Arm (6)7/8"Coax 4 Commscope JAHH-65C-R3B-V2 (4)115/8"Coax 4 Commscope CBC78-DS-43 2 Ericsson RRUS 32 82 3 Nokia B66a RRH4x45(UHIE) (1)0.39"(10mm) 3 KMW EPBQ-652L8H8 Fiber Trunk (4)0.78"(19.7mm) 6 60.0 Sector Frame (1)3V81G(0 38"- AT&T MOBILITY 3 Alcatel-Lucent RRH4X2S-WCS 9.5mm)RET Control Cable (6)7/8"Coax 1 Amphenol Antel BXA-80080s8CF-EDIN-2 1 Ericsson RRUS 32 B2 1 Ericsson RRUS 32 B66A (2) 1;5/8"Coax 40.0 1 Ericsson Radio 22212 Band 13,66A,2,5 variants Low Profile Platform (2)7/8"Coax VERIZON WIRELESS 1 Raycap DC6-48-60-18-8F (1) 1 5/8"Hybriflex 2 Commscope CBC78-DS-43 2 Commscope JAHH-65C-R3B-V2 Equipment to be Removed Elev.1(ft) Qty Antenna Mount Type Lines Carrier 1 Raycap DC6-48-60-18-8q32.8 Ibs) 3 Alcatel-Lucent RRH 2x40-07-L 60.0 1 Raycap DC6.48-60-18-8F(22.3" Height) (6)7/8" Coax AT&T MOBILITY 3 Alcatel-Lucent 3JR52703AAAA(126) 6 Powerwave Allgon LGF21401 3 Kathrein Scala 742 264 Proposed Equipment Elev.1(ft) Qty Antenna Mount Type Lines Carrier 3 NokiaAirscale Dual RRH 4T4R 312/614 320W AHLBA 3 Nokia AirScale Dual RRH 4T4R B25/66 320W (1)0.39"(10mm) 60.0 AHFIB Sector Frame Fiber Trunk AT&T MOBILITY 1 Raycap DC6-48-60-18-8C-EV (1)0.78"(19.7mm) 1 Raycap DC9-48-60-24-8C-EV 8 AWG 6 6 CellMax CMA-UBTULBULBHH/6517/17/21/21 3 Nokia AirScale RRH 4T4R B5 160W AHCA 1Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed coax outside the pole shaft. Stacking coax is not allowed. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-939-468-0112 Office-919-466-5414 Fax-www.amerlcantower,com Eng. Number 0AA757286_C3_01 April 10, 2020 AMERICANTOWER' Page 3 CO 41.:) \A T I i; N Structure Usages Controlling Structural Component Usage Pass/Fail Anchor Bolts 65% Pass Shaft 52% Pass Base Plate 43% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment(Kips.-Ft) 430.8 30% Axial (Kips) 13.7 18% Shear (Kips) 7.6 26% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information,therefore no modification or reinforcement of the foundation will be required. Deflection and Swgy Antenna Antenna Carrier Deflection Sway(Rotation) Elevation (ft) (ft) (°) Nokia AirScale RRH 4T4R B5 160W AHCA Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA Nokia AirScale Dual RRH 4'T4R 60.0 B25/66 320W AHFIB AT&T MOBILITY 0.542 0.933 Raycap DC6-48-60-18-8C-EV Raycap DC9-48-60-24-8C-EV CeilMax CMA- UBTULBULBHH/6517/17/21/21 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Sereices LLC•3500 Regency Parkway,Site 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMERICAN TOWER" CORPORATION Standard Conditions All engineering services performed by ATC Tower Services LI.0 are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively"American Tower'') are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468.8112 Office-919-4.66-5414 Fax-www.awericantower.corn Job Information Client: AT&T MOBILITY Pole: 82805 Code: ANSI/TIA-222-H Location: TIGARD-99,OR Description: 76 ft Summit MonopoiSisk Category : II Shape: 18 Sides Exposure: B 0.2007-2020 by ATC!PLLC. All rights reserved. Height: 76.00 (It) Topo Method: Method I Base Elev(ft): 0.00 Topographic Category: 1 Taper: 0.162039in/ft) 76'-D` n Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 35.000 22.26 27.94 0.250 0.000 18 Sides 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 16 Sides 60 Discrete Appurtenance 60%0' I"'uI.-I Attach Force Elev (ft) Elev (ft) Qty Description 76.000 76.000 4 Commscope JAHH-65C-R3B-V2 76.00076.00D 2 Amphenol Antel MCA-80080- 76.00m 76.000 2 Ericsson RRUS 32 B2 -0. 76.000 76.000 2 Ericsson RRUS 32 B66A 3/ `Thick 76.000 76.000 2 Ericsson Radio 22212 Band 13, (16 KSI} 76.000 76.000 2 Raycap DC6-48-60-18-8F 76.00076.000 4 Commscope CBC78-DSO?. 76.000 84.000 1 Generic GPS 76.00076.000 3 Flat T-Arm 60.00060.000 3 Nokia AirScale RRH 4T4R B5 160 60.000 60.000 3 Round Sector Frame I 60.000 60.000 6 ellMax CMA- L I B0.000 60.000 3 I MW EPBQ-652L8H8 "'� 60.000 60.000 1 Raycap DC9-48-60-24-8C-EV 60.000 60.000 1 Raycap DC6-48-60-18-8C-EV _ _ 7,5-0* 60.000 60.000 3 Nokia AirScale Dual RRH 4T4R B 60.000 60,000 3 Alcatel-Lucent RRH4X25-WCS 60.000 60.000 3 Nokia 866a RRH4x45(UHIE) 60.000 60.000 3 Nokia AirScale Dual RRH 4T4R B 40.000 40.000 1 Flat Low Profile Platform 40.000 42.000 2 Commscope JAHH-65C-R3Ef-V2 6 40.000 42.000 1 Amphenol Antel BXA-80080- 40.000 42.000 1 Ericsson RRUS 32 B2 32-0 k_ 40.000 42.000 1 Ericsson RRUS 32 B66A 40.000 42.000 1 Ericsson Radio 22212 Band 13, 40.000 42.000 1 Raycap DC6 48-60-18-8F 40.000 42.000 2 Commscope GBG78-D_c_4 Linear Appurtenance 35'-0" Elev(ft) Exposed IJ4°?hick From To Description To Wind (60 Ka) 60.000 0.39"(10mm) Yes 3.000 60.000 0.78"(19.7mm)8 Yes 3.000 60.000 318"(0.38"- Yes 3.000 60.000 7/8"Coax Yes 0.000 76.000 1 5/8"Coax No No 0.000 80.000 1.49"(37.8mm) 0.000 80.000 7/8"Coax No 0.000 84.000 1/2"Coax No 0.000 40.000 1 5/8"Coax No 0'0' _ 0.000 40.000 1 5/8"Hybriflex No 0.000 40.000 7/8"Coax No 0.000 42.000 1 518"Coax No 0.000 42.000 7/8"Coax No 0.000 60.000 0.39"(10mm) Yes 0.000 60.000 0.78"(19.7mm)8 Yes Load Cases 1.2D+1.0W 97 mph with No Ice 0.9D+ 1.0W 97 mph with No Ice(Reduced_IOW 1.2D+1.0Di+ 1.0Wi 30 mph with 1.50 in Radial Ice 1.2D+ 1.0Ev+ 1.0Efh Seismic 0.9D .1.0Ev+1.0Eh Seismic(Reduced DL)-0• 1.0D+ 1.0W Serviceability 60 mph n Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.0W 430.77 7.68 13.67 0.9D+1.0W 426.64 7.',:7 10.25 1.20+1.0Di+1.0Wi 70.82 1.23 33.90 1.2D+1.0Ev+1.0Eh 15.1.00 2.50 14.66 0.9D-1.0Ev+ 1.0Eh 148.33 2.4.9 8.36 60'-0° ■ ENNI 1.OD+1.0W 146.57 2.'r9 11.41 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 44-0' 0.00 0.000 o,000 311fi'hdk (60 KSI) _: _ L 3s 32.-0' I 35'-0' 114'Thick (60 KSI) „a . Site Number: 82805 Code: ANSI/TIA-222-H ©2007-2020byATCIPLLC. All rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:17 PM Customer: AT&T MOBILITY Analysis Parameters Location: Washington County,OR Height(ft): 76 Code: ANSI/TIA-222-H Base Diameter(in) : 27.94 Shape: 18 Sides Top Diameter(in): 16.011 Pole Type: Taper Taper(in/ft): 0.162 Pole Manfacturer: Summit Rotation(deg): 0.00 Kd(non-service): 0.95 Ke: 0.99 Ice & Wind Parameters Exposure Category: B Design Wind Speed Without Ice: 97 mph Risk Category: II Design Wind Speed With Ice: 30 mph Topographic Factor Procedure: Method 1 Operational Wind Speed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.50 in Crest Height: 0 ft HMSL: 193.00 ft Seismic Parameters Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.54 TL (sec): 16 p: 1 Cs: 0.218 S,: 0.857 Si: 0.395 C s Max: 0.218 Fs: 1.200 Fs: 1.905 Cs Min: 0.030 Sas: 0.686 SO: 0.502 Load Cases 1.2D+1.0W 97 mph with No Ice 0.9D+1.0W 97 mph with No Ice(Reduced'DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.50 in Radial Ice 1.2D+ 1.0Ev+ 1.0Eh Seismic 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) 1.0D+ 1.0W Serviceability 60 mph Page: 1 . Site Number: 82805 Code: ANSI/TIA-222-11 ©2007-20219byAT.:IPL C. All rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:17 PM Customer: AT&T MOBILITY Shaft Section Properties _ Bottom Top -- Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx Wit Dlt Dia Elev Area lx VINt 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 17.94 111.76 22.26 35.00 17.47 1070.2 13.94 89.07 0.162039 2-18 44.000 0.1875 60 Slip 36.00 1,727 23.13 32.00 13.65 907.9 19.99 123.36 16.00 76.00 9.41 297.3 13.28 85.33 0.162039 Shaft Weight 4,075 Discrete Appurtenance Properties Attach Vert No Ice Ice - Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (Ib) (sf) Factor (Ib) (sf) Factor 76.00 Commscope CBC78-DS-43 4 0.80 0.000 6.00 0.368 0.50 16.55 0.756 0.50 76.00 Generic GPS 1 1.00 8.000 10.00 0.900 1.00 37.37 1.498 1.00 76.00 Raycap DC6-48-60-18-8F 2 0.80 0.000 20.00 1.260 1.00 69.26 1.876 1.00 76.00 Ericsson Radio 22212 Band 13, 2 0.80 0.000 82.00 1.856 0.50 150.09 2.698 0.50 76.00 Ericsson RRUS 32 B66A 2 0.80 0.000 50.70 2.720 0.67 119.27 3.809 0.67 76.00 Ericsson RRUS 32 B2 2 0.80 0.000 53.00 2.743 0.67 121.81 3.837 0 67 76.00 Amphenol Antel BXA-80080-8CF- 2 0.80 0.000 23.00 8.200 0.80 178.42 11.075 0.80 76.00 Commscope JAHH-65C-R3B-V2 4 0.80 0.000 80.20 12.813 0.69 327.03 16.304 0.69 76.00 Flat 1-Arm 3 0.75 0.000 250.00 12.900 0.67 445.53 20.551 0.67 60.00 Nokia AirScale RRH 4T4R B5 3 0.80 0.000 35.30 1.286 0.50 71.10 1.971 0.50 60.00 Nokia Airscale Dual RRH 4T4R 3 0.80 0.000 77.20 2.228 0.67 133.66 3.158 0.67 60.00 Nokia. B66a RRH4x45(UHIE) 3 0.80 0.000 56.80 2.537 0.67 120.60 3.557 0.67 60.00 Alcatel-Lucent RRH4X25-WCS 3 0.80 0.000 70.00 3.165 0.72 153.20 4.347 0.72 60.00 Nokia AirScale Dual RRH 4T4R 3 0.80 0.000 88.20 3.683 0.68 182.01 4.877 0.68 60.00 Raycap DC6-48-60-18-8C-EV 1 0.80 0.000 16.00 4.788 1.00 133.57 6.127 1.00 60.00 Raycap DC9-48-60-24-8C-EV 1 0.80 0.000 16.00 4.788 1.00 133.54 6.127 1.00 60.00 KMW EPBQ-652L8H8 3 0.80 0.000 62.40 11.980 0.68 269.71 15.019 0.68 60.00 Round Sector Frame 3 0.75 0.000 300.00 14.400 0.75 634.89 29.470 0.75 60.00 CellMax CMA- 6 0.80 0.000 104.00 22.722 0.60 485.27 26.152 0.60 40.00 Commscope CBC78-DS-43 2 0.80 2.C100 6.00 0.368 0.50 15.84 0.730 0.50 40.00 Raycap DC6-48-60-18-3F 1 0.80 2.000 20.00 1.260 1.00 65.93 1.834 1.00 40.00 Ericsson Radio 22212 Band 13, 1 0.80 2.000 82.00 1.856 1.00 145.49 2.641 1.00 40.00 Ericsson RRUS 32 B66A 1 0.80 2.000 50.70 2.720 1.00 114.63 3.735 1.00 40.00 Ericsson RRUS 32 B2 1 0.80 2.000 53.00 2.743 1.00 117.16 3.763 1.00 40.00 Amphenol Antel BXA-130080-8CF- 1 0.80 2.000 23.00 8.200 1.00 167.92 10.881 1.00 40.00 Commscope JAHH-65C-R3B-V2 2 0.80 2.000 80.20 12.813 0.77 310.35 16.068 0.77 40.00 Flat Low Profile Platform 1 1.00 0.000 1,500.00 26.100 1.00 2,065.18 42.755 1.00 Totals Num l_oadings:27 61 6,189.00 15,228.90 Linear Appurtenance Properties Load Case Azimuth (deg) : 0 Elev Elev Coax Coax Max Dist Dist Dlst Exposed From To Dia Wt Coax/ Between Between Azimuth From To (ft) (ft) Qty Description (in) (Ib/ft) Flat Row Rows(in) Cols (in) (deg) Face(in) Wind Carrier 0.00 84.00 1 1/2" Coax 0.63 0.15 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 80.00 2 1.49" (37.8mm) Hybrid 1.49 1.87 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 80.00 6 '7l8" Coax 1.09 0.33 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 76.00 4 1 518" Coax 1.98 0.82 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 60.00 1 0.39" (10mm)Fiber 0.39 0.06 N 'I 0.00 0.00 30 1.00 Y AT&T MOBILITY 0.00 60.00 1 0.78"(19.7mm)8 AWG 0.78 0.59 N 1 0.00 0.00 30 1.00 Y AT&T MOBILITY 3.00 60.00 1 0.39"(10mm)Fiber 0.39 0.06 N 'I 0.00 0.00 42 5.00 Y AT&T MOBILITY 3.00 60.00 4 0.78"(19.7mm)8 AWG 0.78 0.59 N 2 1.00 '1.00 45 1.00 Y AT&T MOBILITY 3.00 60.00 1 318"(0.38"- 9.5mm) 0.38 0.23 N '1 0.00 0.00 48 5.00 Y AT&T MOBILITY 3.00 60.00 6 '718"Coax 1.09 0.33 N 2 1.00 1.00 90 1.00 Y AT&T MOBILITY Page: 2 -• - - =111111=1 Site Number: 82805 Code: ANSI/TIA-222-H 0 2007-2020byATCIPLLC. A//rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 411(1/2020 1,:58:17 PM Customer: AT&T MOBILITY 0.00 42.00 1 1 5/8" Coax 1.98 0.82 N 0 0.00 0.00 0 0.00 N VIERIZON WIRELESS 0.00 42.00 1 7t8"Coax 1.09 0.3:S N 0 0.00 0.00 0 0.00 N VIERIZON WIRELESS 0.00 40.00 1 1 5/8"Coax 1.98 0.82 N 0 0.00 0.00 0 0.00 N VIERIZON WIRELESS 0.00 40.00 1 1 518" Hybriflex 1.98 1.30 N 0 0.00 0.00 0 0.00 N VIERIZON WIRELESS 0.00 40.00 1 718"Coax 1.09 0.33 N 0 0.00 0.00 0 0.00 N VIERIZON WIRELESS Page: 3 Site Number: 82805 Code: ANSI/TIA-222-41 ©2007-2020byATCIPLLC. All rights reserved Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1.58:17 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) (lb) _ 0.00 0.2500 27.940 21.971 2,128.4 17.94 111.76 74.9 150.0 0.0 0.0 5.00 0.2500 27.130 21.328 1,947.0 17.37 108.52 75.5 141.4 0.0 368.3 10.00 0.2500 26.320 20.685 1,776.2 16.80 105.28 76.1 132.9 0.0 357.4 15.00 0.2500 25.509 20.043 1,615.7 16.23 102.04 76.2 124.7 0.0 346.5 20.00 0.2500 24.699 19.400 1,465.1 15.66 98.80 76.2 116.8 0.0 335.5 25.00 0.2500 23.889 18.757 1,324.3 15.09 95.56 76.2 109.2 0.0 324.6 30.00 0.2500 23.079 18.114 1,192.7 144.51 92.32 76.2 101.8 0.0 313.7 32.00 Bot-Section 2 0.2500 22.755 17.857 1,142.6 14.29 91.02 76.2 98.9 0.0 122.4 35.00 Top-Section 1 0.1875 22.644 13.364 851.4 19.53 120.77 73.2 74.1 0.0 318.2 40.00 0.1875 21.833 12.882 762.6 18.77 116.44 74.0 68.8 0.0 223.3 45.00 0.1875 21.023 12.399 680.1 18.01 112.12 74.8 63.7 0.0 215.1 50.00 0.1875 20.213 11.917 603.8 17.25 107.80 75.6 58.8 0.0 206.9 55.00 0.1875 19.403 11.435 533.4 16.48 103.48 76.2 54.2 0.0 198.7 60.00 0.1875 18.593 10.953 468.8 15.72 99.16 76.2 49.7 0.0 190.5 65.00 0.1875 17.782 10.471 409.6 14.96 94.84 76.2 45.4 0.0 182.3 70.00 0.1875 16.972 9.989 355.5 14.20 90.52 76.2 41.3 0.0 174.0 75.00 0.1875 16.162 9.507 306.5 13.44 86.20 76.2 37.4 0.0 165.8 76.00 0.1875 16.000 9.410 297.3 13.28 85.33 76.2 36.6 0.0 32.2 4,075.3 Page: 4 Site Number: 82805 Code: ANSIITIA-222-H 0 2007-2020byATCIPLLC. All rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1.58:17 PM Customer: AT&T MOBILITY = »ter- == = Load Case: 1.2D+ 1.0W 97 mph with No Ice 21 Iterations Gust Response Factor:1.10 Dead Load Factor:1.20 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) Desorption (Ib) (Ib) (Ib) (Ib-ft) (Ib•ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 77.6 0.0 0.0 0.0 77.6 0.0 0.0 0.0 5.00 151.6 442.0 0.4 91.5 152.0 533.5 0.0 0.0 10.00 144.2 428.9 1.3 108.2 145.4 537.1 0.0 0.0 15.00 138.0 415.8 1.9 108.2 139.8 523.9 0.0 0.0 20.00 133.5 402.6 2.1 108.2 135.6 510.8 0.0 0.0 25.00 129.1 389.5 2.2 108.2 131.2 497.7 0.0 0.0 30.00 88.5 376.4 2.2 108.2 90.6 484.6 0.0 0.0 32.00 Bot-Section 2 63.3 146.9 0.9 43.3 64.2 190.2 0.0 0.0 35.00 Top-Section 1 102.4 381.9 1.3 64.9 103.8 446.8 0.0 0.0 40.00 Appurtenance(s) 129.1 267.9 1,065.0 0.0 1,137.6 2,281.3 2.3 108.2 1,196.4 2.657.4. 0.0 0.0 45.00 133.5 258.1 2.4 89.3 135.8 347.4 0.0 0.0 50.00 137.6 248.2 2.5 86.6 140.0 334.8 0.0 0.0 55.00 138.4 238.4 2.9 86.6 141.3 325.0 0.0 0.0 60.00 Appurtenance(s) 129.9 228.5 2,938.1 0.0 0.0 3,270.8 3.2 86.6 3,071.3 3„586.0 0.0 0.0 65.00 119.9 218.7 0.0 54.9 119.9 273.6 0.0 0.0 70.00 116.9 208.9 0.0 54.9 116.9 263.8 0.0 0.0 75.00 69.0 199.0 0.0 54.9 69.0 253.9 0.0 0.0 76.00 Appurtenance(s) 11.3 38.6 1,578.3 0.0 169.2 1,874.E 0.0 11.0 1,539.6 1„924.2 0.0 0.0 Totals: 7,620.57 13,690.E 0.00 0.00 Page: 5 Site Number: 82805 Code: ANSIITIA-222-1-1 C2007-2020byATCIPL(_C. All rights reserved. Site Name: TIGA.RD-99, OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:19 PM Customer: AT&T MOBILITY Load Case: 1.2D+ 1.0W 97 mph with No Ice 21 Iterations Gust Response Factor :1.10 Dead Load Factor:1.20 Wind Load Factor:1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -13.67 -7.58 0.00 -430.77 0.00 430.77 1,480.76 355.93 890.23 842.67 0.00 0.00 0.521 5.00 -13.10 -7.49 0.00 -392.139 0.00 392.89 1,448.88 345.52 838.91 800.19 0.15 -0.28 0.501 10.00 -12.53 -7.40 0.00 -355:46 0.00 355.46 1,416.30 335.10 789.10 758.40 0.58 -0.55 0.478 15.00 -11.98 -7.31 0.00 -318.48 0.00 318.48 1,374.52 324.69 740.83 712.94 1.30 -0.82 0.456 20.00 -11.43 -7.21 0.00 -281.95 0.00 281.95 1,330.43 314.28 694.07 667.72 2.30 -1.08 0.431 25.00 -10.91 -7.12 0.00 -245.138 0.00 245.88 1,286.35 303.86 648.84 623.98 3.58 -1.34 0.403 30.00 -10.41 -7.05 0.00 -210.28 0.00 210.28 1,242.26 293.45 605.13 581.73 5.11 -1.58 0.370 32.00 -10.20 -7.00 0.00 •196.19 0.00 196.19 1,224.62 289.28 588.08 565.24 5.80 -1.68 0.356 35.00 -9.74 -6.91 0.00 -175.19 0.00 175.19 880.73 216.49 439.12 406.74 6.90 -1.82 0.443 40.00 -7.10 -5.65 0.00 -139.49 0.00 139.49 858.17 208.68 408.01 381.91 8.92 -2.03 0.374 45.00 -6.74 -5.53 0.00 -111.22 0.00 111.22 834.92 200.87 378.04 357.53 11.17 -2.26 0.320 50.00 -6.39 -5.40 0.00 -83.56 0.00 83.56 810.98 193.06 349.21 333.66 13.65 -2.47 0.259 55.00 -6.06 -5.26 0.00 -56.57 0.00 56.57 784.22 185.25 321.53 309.47 16.33 -2.63 0.191 60.00 -2.62 -2.03 0.00 -30.29 0.00 30.29 751.15 177.44 294.99 283.80 19.15 -2.75 0.110 65.00 -2.35 -1.89 0.00 -20.16 0.00 20.16 718.09 169.63 269.60 259.25 22.07 -2.82 0.081 70.00 -2.09 -1.77 0.00 -10.69 0.00 10.69 685.02 161.82 245.34 235.80 25.06 -2.88 0.048 75.00 -1.84 -1.69 0.00 -1.85 0.00 1.85 651.96 154.01 222.23 213.47 28.09 -2.90 0.012 76.00 0.00 -1.59 0.00 -0.17 0.00 0.17 645.34 152.44 217.75 209.13 28.70 -2.90 0.001 Page: E: _.I Site Number: 82805 Code: ANSI/TIA-222-H 02007-2020byATCIPLLC. 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Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:19 PM Customer: AT&T MOBILITY Load Case: 0.90+ 1.0W 97 mph with No Ice(Reduced DL) 21 Iterations Gust Response Factor:1.10 Dead Load Factor:0.90 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) (lb) (Ib) (Ib-ft) (Ib-ft) (lb) (lb) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 77.6 0.0 0.0 0.0 77.6 0.0 0.0 0.0 5.00 151.6 331.5 0.4 68.6 152.0 400.1 0.0 0.0 10.00 144.2 321.7 1.3 81.1 145.4 402.8 0.0 0.0 15.00 138.0 311.8 1.9 81.1 139.8 393.0 0.0 0.0 20.00 133.5 302.0 2.1 81.1 135.6 383.1 0.0 0.0 25.00 129.1 292.1 2.2 81.1 131.2 373.3 0.0 0.0 30.00 88.5 282.3 2.2 81.1 90.6 363.4 0.0 0.0 32.00 Bot-Section 2 63.3 110.2 0.9 32.5 64.2 142.6 0.0 0.0 35.00 Top-Section 1 102.4 286.4 1.3 48.7 103.8 335.1 0.0 0.0 40.00 Appurtenance(s) 129.1 200.9 1,065.0 0.0 1,137.6 1,711.0 2.3 81.1 1,196.4 10993.1 0.0 0.0 45.00 133.5 193.6 2.4 67.0 135.8 260.6 0.0 0.0 50.00 137.6 186.2 2.5 64.9 140.0 251.1 0.0 0.0 55.00 138.4 178.8 2.9 64.9 141.3 243.7 0.0 0.0 60.00 Appurtenance(s) 129.9 171.4 2,938.1 0.0 0.0 2,453.1 3.2 64.9 3,071.3 2,689.5 0.0 0.0 65.00 119.9 164.0 0.0 41.2 119.9 205.2 0.0 0.0 70.00 116.9 156.6 0.0 41.2 116.9 197.8 0.0 0.0 75.00 69.0 149.3 0.0 41.2 69.0 190.4 0.0 0.0 76.00 Appurtenance(s) 11.3 29.0 1,578.3 0.0 169.2 1,406.0 0.0 8.2 1,589.6 1,443.Z 0.0 0.0 Totals: 7,620.57 10,267.9 0.00 0.00 Page: T • Site Number: 82805 Code: ANSIITIA-222-H 0 2007-2020byATCIPLW. 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Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:20 PM Customer: AT&T MOBILITY Load Case: 0.9D+ 1.0W 97 mph with No Ice(Reduced DL) 21 Iterations Gust Response Factor :1.10 Dead Load Factor :0.90 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 IMn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -10.25 -7.57 0.00 -426.64 0.00 426.64 1,480.76 355.93 890.23 842.67 0.00 0.00 0.514 5.0C -9.81 -7.46 0.00 -388.80 0.00 388.80 1,448.88 345.52 838.91 800.19 0.15 -0.27 0.493 10.0C -9.38 -7.36 0.00 -351.49 0.00 351.49 1,416.30 335.10 789.10 758.40 0.58 -0.54 0.471 15.0C -8.95 -7.25 0.00 -314.71 0.00 314.71 1,374.52 324.69 740.83 712.94 1.29 -0.81 0,448 20.0C -8.54 -7.15 0.00 -278.44 0.00 278.44 1,330.43 314.28 694.07 667.72 2.28 -1.07 0.424 25.00 -8.14 -7.05 0.00 -242.68 0.00 242.68 1,286.35 303.86 648.84 623.98 3.54 -1.32 0.396 30.0C -7.76 -6.97 0.00 -207.45 0.00 207.45 1,242.26 293.45 605.13 581.73 5.05 -1.57 0.363 32.00 -7.60 -6.92 0.00 -193.51 0.00 193.51 1,224.62 289.28 588.08 565.24 5.73 -1.66 0.349 35.00 -7.25 -6.83 0.00 -172.76 0.00 172.76 880.73 216.49 439.12 406.74 6.82 -1.80 0.434 40.00 -5.28 -5.58 0.00 -137.50 0.00 137'.50 858.17 208.68 408.01 381.91 8.82 -2.00 0.367 45.0C -5.00 -5.46 0.00 -109.58 0.00 109.58 834.92 200.87 378.04 357.53 11.04 -2.24 0.313 50.0C -4.74 -5.32 0.00 -82.30 0.00 82.30 810.98 193.06 349.21 333.66 13.49 -2.44 0.253 55.0CI -4.49 -5.18 0.00 -55.139 0.00 55.69 784.22 185.25 321.53 309.47 16.14 -2.60 0.186 60.0C -1.94 -1.99 0.00 -29.79 0.00 29.79 751.15 177.44 294.99 283.80 18.92 -2.71 0.108 65.0C -1.74 -1.86 0.00 -19.133 0.00 19.83 718.09 169.63 269.60 259.25 21.81 -2.79 0.079 70.0C -1.55 -1.74 0.00 -10.52 0.00 10.52 685.02 16'1.82 245.34 235.80 24.76 -2.84 0.047 75.00 -1.36 -1.66 0.00 -1.83 0.00 1.83 651.96 154.01 222.23 213.47 27,75 -2.87 0.011 76.00 0.00 -1.59 0.00 -0.17 0.00 0.17 645.34 152.44 217.75 209.13 28.35 -2.87 0,001 Page: C. Site Number: 82805 Code: ANSIITIA-222-H 0 2007-2020byATC IF'LLC. All rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4(10/2020 1:58:20 PM Customer: AT&T MOBILITY Load Case: 1.2D+1.0Di+1.0Wi 30 mph with 1.50 in Radial Ice 20 Iterations Gust Response Factor:1.10 Ice Dead Load 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) (lb) (lb) (Ib-ft) (Ib) 0.00 12.7 0.0 0.0 0.0 12.7 0.0 0.0 0.0 5.00 25.1 647.3 2.0 144.3 27.1 791.6 0.0 0.0 10.00 24.6 652.6 5.7 242.0 30.3 894.5 0.0 0.0 15.00 24.0 644.8 6.2 249.5 30.1 894.3 0.0 0.0 20.00 23.4 632.8 8.1 254.8 31.4 887.6 0.0 0.0 25.00 22.7 618.5 11.3 259.0 34.0 877.5 0.0 0.0 30.00 15.6 602.8 11.7 262.4 27.4 865.2 0.0 0.0 32.00 Bot-Section 2 11.2 237.4 4.8 105.8 16.1 343.2 0.0 0.0 35.00 Top-Section 1 18.2 518.1 7.6 159.5 25.8 677.6 0.0 0.0 40.00 Appurtenance(s) 22.9 490.0 149.0 0.0 142.6 5,610.0 13.2 267.9 185.2 6,368.0p 0.0 0.0 45.00 23.0 475.4 14.1 251.4 37.1 726.7 0.0 0.0 50.00 22.9 460.2 15.0 250.7 37.9 710.9 0.0 0.0 55.00 22.8 444.7 15.8 252.6 38.6 697.3 0.0 0.0 60.00 Appurtenances) 22.5 428.8 383.9 0.0 0.0 11,145.1 16.6 254.4 423.0 11,828.2: 0.0 0.0 65.00 22.2 412.7 0.0 54.9 22.2 467.6 0.0 0.0 70.00 21.8 396.3 0.0 54.9 21.8 451.2 0.0 0.0 75.00 12.9 379.6 0.0 54.9 12.9 434.5 0.0 0.0 76.00 Appurtenance(s) 2.1 74.6 212.5 0.0 26.9 5,900.6 0.0 11.0 214.6 5,986.2 0.0 0.0 Totals: 1,228.21 33,902.0 0.00 0.00 Page: e === Site Number: 82805 Code: ANSI/TIA-222-1-1 02007-2020 byATC 1P LLC. 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Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/10/2020 1.58:21 PM Customer: AT&T MOBILITY Load Case: 1.2:D+ 1.0Di + 1.0Wi 30 mph with 1.50 in Radial Ice 20 Iterations Gust Response Factor:1.10 Ice Dead Load 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) (tt-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -33.90 -1.23 0.00 -70.132 0.00 70.82 1,480.76 355.93 890.23 842.67 0.00 0.00 0.107 5.00 -33.11 -1.23 0,00 -64.137 0.00 64.67 1,448.88 345.52 838.91 800.19 0.02 -0.05 0.104 10.00 -32.21 -1.22 0,00 -58.53 0.00 58.53 1,416.30 335.10 789.10 758.40 0.10 -0.09 0.100 15.00 -31.32 -1.21 0.00 -52.43 0.00 52.43 1,374.52 324.69 740.83 712.94 0.21 -0.13 0.096 20.0C -30.43 -1.20 0.00 -46.36 0.00 46.36 1,330.43 314.28 694.07 667.72 0.38 -0.18 0.092 25.00 -29.55 -1.19 0.00 -40.35 0.00 40.35 1,286.35 303.86 648.84 623.98 0.59 -0.22 0.088 30.0C -28.69 -1.17 0.00 -34.41 0.00 34.41 1,242.26 293.45 605.13 581.73 0.84 -0.26 0.082 32.0C -28.34 -1.16 0.00 -32.137 0.00 32.07 1,224.62 289.28 588.08 565.24 0.95 -0.28 0.080 35.0C -27.66 -1.15 0,00 -28.59 0.00 28.59 880.73 216.49 439.12 406.74 1,13 -0.30 0.102 40.00 -21.30 -0.94 0.00 -22.72 0.00 22.72 858.17 203.68 408.01 381.91 1.47 -0.33 0.084 45.0C -20.57 -0.91 0.00 -18.02 0.00 18.02 834.92 200.87 378.04 357.53 1.84 -0.37 0.075 50.0C -19.86 -0.88 0.00 -13.47 0.00 13.47 810.98 193.06 349.21 333.66 2,24 -0.40 0.065 55.0C -19.16 -0.84 0.00 -9.08 0.00 9.08 784.22 185.25 321.53 309.47 2.68 -0.43 0.054 60.00 -7.34 -0.33 0.00 -4.87 0.00 4.87 751.15 177.44 294.99 283.80 3.14 -0.45 0.027 65.0C -6.87 -0.31 0.00 -3.22 0.00 3.22 718.09 169.63 269.60 259.25 3.62 -0.46 0.022 70.0C -6.42 -0.28 0.00 -1.69 0.00 1.69 685.02 16'1.82 245.34 235.80 4.11 -0.47 0.017 75.00 -5.98 -0.26 0.00 -0.29 0.00 0.29 651.96 154.01 222.23 213.47 4.60 -0.47 0.011 76.00 0.00 -0.21 0.00 -0.03 0.00 0.03 645.34 152.44 217.75 209.13 4,70 -0.47 0,000 Page: 10 - .1 Site Number: 82805 Code: ANSIITIA-222-H ©2007-2020byATCIPLW. 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Site Name: TIGARD-99, OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:21 PM Customer: AT&T MOBILITY Load Case: 1.o�D+ 1.0W _,� Serviceability 60 mph 20 Iterations Gust Response Factor:1.10 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) (1 ) (Ib) (Ib-ft) (Ib..ft) (lb) (Ib) (Ib) (Ib) (Ib) (ib-ft) (Ib) 0.00 26.6 0.0 0.0 0.0 26.6 0.0 0.0 0.0 5.00 51.9 368.3 0.1 76.3 52.0 444.6 0.0 0.0 10.00 49.4 357.4 0.4 90.2 49.8 447.6 0.0 0.0 15.00 47.2 346.5 0.6 90.2 47.9 436.6 0.0 0.0 20.00 45.7 335.5 0.7 90.2 46.4 425.7 0.0 0.0 25.00 44.2 324.6 0.7 90.2 44.9 414.7 0.0 0.0 30.00 30.3 313.7 0.7 90.2 31.0 403.8 0.0 0.0 32.00 Bot-Section 2 21.7 122.4 0.3 36.1 22.0 158.5 0.0 0.0 35.00 Top-Section 1 35.1 318.2 0.5 54.1 35.5 372.3 0.0 0.0 40.00 Appurtenance(s) 44.2 223.3 364.6 0.0 389.4 1,901.1 0.8 90.2 409.6 2„214.5 0.0 0.0 45.00 45.7 215.1 0.8 74.5 46.5 289.5 0.0 0.0 50.00 47.1 206.9 0.8 72.2 47.9 279.0 0.0 0.0 55.00 47.4 198.7 1.0 72.2 48.4 270.8 0.0 0.0 60.00 Appurtenance(s) 44.5 190.5 1,005.8 0.0 0.0 2,725.7 1.1 72.2 1,031.4 2,988.3. 0.0 0.0 65.00 41.0 182.3 0.0 45.8 41.0 228.0 0.0 0.0 70.00 40.0 174.0 0.0 45.8 40.0 219.8 0.0 0.0 75.00 23.6 165.8 0.0 45.8 23.6 211.6 0.0 0.0 76.00 Appurtenance(s) 3.9 32.2 540.3 0.0 57.9 1,562.2 0.0 9.2 544.2 1,603.5 0.0 0.0 Totals: 2,608.83 111,408.8 0.00 0.00 Page: 11 Site Number: 82805 Code: ANSI/TIA-222-H 0 2007-2020byATCIPLLC. 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Site Name: TIGARD-99, OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:23 PM Customer: AT&T MOBILITY - Load Case: 1.0D+ 1.0W Serviceability 60 mph 20 Iterations Gust Response Factor:1.10 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 -11.41 -2.59 0.00 -146.57 0.00 146.57 1,480.76 355.93 890.23 842.67 0.00 0.00 0.182 5.0C -10.96 -2.56 0.00 •133.61 0.00 133.61 1,448.88 345.52 838.91 600.19 0.05 -0.09 0.175 10.00 -10.51 -2.52 0.00 -120.83 0.00 120.83 1,416.30 335.10 789.10 758.40 0.20 -0.19 0.167 15.00 -10.07 -2.49 0.00 -108.21 0.00 108.21 1,374.52 324.69 740.83 712.94 0.44 -0.28 0,159 20.00 -9.64 -2.46 0.00 -95.77 0.00 95.77 1,330.43 314.28 694.07 667.72 0.78 -0.37 0.151 25.00 -9.22 -2.42 0,00 -83.49 0.00 83.49 1,286.35 303.86 648.84 623.98 1.22 -0.46 0.141 30.00 -8.81 -2.40 0..00 -71.38 0.00 71.38 1,242.26 293.45 605.13 581.73 1.74 -0.54 0.130 32.00 -8.65 -2.38 0.00 -66.59 0.00 66.59 1,224.62 289.28 588.08 565.24 1.97 -0.57 0.125 35.00 -8.28 -2.35 0.00 -59.46 0.00 59.46 880.7'3 216.49 439.12 406.74 2.34 -0.62 0.156 40.00 -6.07 -1.92 0.00 -47.33 0.00 47.33 858.17 208.68 408.01 381.91 3.03 -0.69 0.131 45.00 -5.78 -1.88 0.00 -37.73 0.00 37.73 834.92 200.87 378.04 357.53 3.80 -0.77 0.113 50.00 -5.49 -1.83 0.00 -28.34 0.00 28.34 810.98 193.06 349.21 333.66 4.64 -0.84 0.092 55.0C -5.22 -1.78 0.00 -19.18 0.00 19.18 784.22 185.25 321.53 309.47 5.55 -0.89 0.069 60.00 -2.25 -0.69 0.00 -10.26 0.00 10.26 751.15 177.44 294.99 283.80 6.51 -0.93 0.039 65.00 -2.02 -0.64 0.00 -6.83 0.00 6.83 718.09 169.63 269.60 259.25 7.50 -0.96 0.029 70.00 -1.81 -0.60 0.00 -3.62 0.00 3.62 685.02 161.82 245.34 235.80 8.52 -0.98 0.018 75.00 -1.59 -0.57 0.00 -0.63 0.00 0.63 651.96 154.01 222.23 213.47 9.55 -0.99 0.005 76.00 0.00 -0.54 0.00 -0.06 0.00 0.06 645.34 152.44 217.75 209.13 9.75 -0.99 0.000 Page: 12 Site Number: 82805 Code: ANSI/TIA-222-H 02007-2020byATCIPLLC. All rightsreserved. Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4/1012020 1:58:23 PM Customer: AT&T MOBILITY quivalent Lateral Forces Method Analysis Spectral Response Acceleration for Short Period(S s): 0.86 Spectral Response Acceleration a'.:1.0 Second Period(S 0: 0.40 Long-Period Transition Period(T L): 16 Importance Factor(I E): 1.00 Site Coefficient F a: 1.20 Site Coeffiecient F ,,: 1.90 Response Modification Coefficient:(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.69 Design Spectral Response Acceleration at 1.0 Second Period(S rn): 0.50 Seismic Response Coefficient(C s): 0.22 Upper Limit C s 0.22 Lower Limit C 5 0.03 Period based on Rayleigh Method(sec): 1.54 Redundancy Factor(p): 1.00 Seismic Force Distribution Exponent(k): 1.52 Total Unfactored Dead Load: '11.41 k Seismic Base Shear(E): 2.48 k Load Case 1.2D + 1.0Ev + 1.0Eh Seismic Height. Above Horizontal Vertical Base Weight W z Force Force Segment (ft) (lb) (lb-ft) C„x (lb) (lb) 17 75.50 41 29 0.007 17 55 16 72.50 212 141 0.034 84 283 15 67.50 220 131 0.031 78 294 14 62.50 228 121 0.029 72 305 13 57.50 263 123 0.029 73 351 12 52.50 271 111 0.026 66 362 11 47.50 2'79 98 0.023 58 373 10 42.50 290 86 0.020 51 387 9 37.50 313 77 0.018 46 419 8 33.50 372 77 0.018 46 498 7 31.00 158 29 0.007 17 212 6 27.50 404 62 0.015 37 540 5 22.50 415 47 0.011 28 555 4 17.50 426 33 0.008 19 569 3 12.50 437 20 0.005 12 584 2 7.50 448 10 0.002 6 598 1 2.50 445 2 0.000 1 594 Commscope CBC73-DS-4 76.00 24 17 0.004 10 32 Generic GPS 76.00 10 7 0.002 4 13 Raycap DC6-48-60-18- 76.00 40 29 0.007 17 53 Ericsson Radio 22212 76.00 164 117 0.028 70 219 Ericsson RRLS 32 866 76.00 101 73 0.017 43 136 Ericsson RRUS 32 182 76.00 106 76 0.018 45 142 Amphenol Antel BXA-8 76.00 46 33 0.008 20 62 Commscope,JAHH-65C-R 76.00 321 230 0.055 '136 429 Page: 13 .mod . ,�. :=231111= =11=1=1611111 Site Number: 82805 Code: ANSIITIA-222-H 0 2007-2020 byATC IP LLC. 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Site Name: TIGARD-99,OR Engineering Number:0AA757286_C3_01 4/10/2020 1;58:23 PM Customer: AT&T MOBILITY Flat T-.Arm 76.00 750 537 0.128 318 1,003 Nokia AirScale RRH 4 60.00 106 5:3 0.013 31 142 Nokia Airscale Dual 60.00 232 118 0.028 69 310 Nokia 866a RRH4x45( 60.00 170 85 0.020 51 228 Alcatel-Lucent RRH4X 60.00 210 105 0.025 62 281 Nokia AirScale Dual 60.00 265 132 0.032 78 354 Raycap DC6-48-60-18- 60.00 16 8 0.002 5 21 Raycap DC9-48-60-24- 60.00 16 8 0.002 5 21 KMW EPBQ-652L8H8 60.0(1 187 94 0.022 55 250 Round Sector Frame 60.00 900 451) 0.107 267 1,203 CeIIMax CMA-UBTULBUL 60.0(1 624 312 0.074 185 834 Commscope CBC78-DS-4 40.00 12 3 0.001 2 16 Raycap DC6-48-60-18- 40.00 20 5 0.001 3 27 Ericsson Radio 22212 40.00 82 22 0.005 13 110 Ericsson RRUS 32 866 40.00 51 14 0.003 8 68 Ericsson RRUS 32 82 40.0(1 53 14 0.003 8 71 Amphenol Ante!BXA-8 40.00 23 6 0.001 4 31 CommscopeJAHH-65C-R 40.00 160 4:3 0.010 26 214 Flat Low Profile Pla 40.00 1,500 405 0.097 240 2,006 11,409 4,192 1.000 2,484 15,255 Load Case 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Height Above Horizontal Vertical Base Weight Wz Force Force Segment (ft) (Ib) (Ib-ft) C vx (Ib) (Ila) 17 75.50 41 29 0.007 17 32 16 72.50 212 141 0.034 84 161 15 67.50 220 131 0.031 78 168 14 62.50 228 121 0.029 72 174 13 57.50 263 123 0.029 73 200 12 52.50 271 111 0.026 66 207 11 47.50 279 98 0.023 58 213 10 42.50 290 86 0.020 51 221 9 37.50 313 77 0.018 46 239 8 33.50 372 77 0.018 46 284 7 31.00 158 29 0.007 17 121 6 27.50 404 62 0.015 37 .308 5 22.50 415 4'7 0.011 28 316 4 17.50 426 33 0.008 19 325 3 12.50 437 20 0.005 12 333 2 7.50 448 10 1002 6 341 1 2.50 445 2 0.000 1 339 Commscope C8C78-DS-4 76.00 24 1'7 1).004 10 18 Generic GPS 76.00 10 7 0.002 4 8 Raycap DC6-48-60-18- 76.00 40 29 0.007 17 31 Ericsson Radio 22212 76.00 164 117 0.028 70 125 Ericsson RRLIS 32 866 76.00 101 73 0.017 43 77 Ericsson RRUS 32 82 76.00 106 76 0.018 45 81 Amphenol Ante!BXA-8 76.00 46 33 0.008 20 35 Commscope JAHH-65C-R 76.00 321 230 0.055 136 245 Flat T-Arm 76.00 750 537 0.128 318 1572 Nokia AirScale RRH 4 60.00 106 53 0.013 31 81 Nokia Airscale Dual 60.00 232 118 0.028 69 177 Nokia B66a RRH4x45( 60.00 170 85 0.020 51 130 Alcatel-Lucent RRH4X 60.00 210 105 0.025 62 'I60 Nokia AirScale Dual 60.00 265 132 0.032 78 202 Raycap DC6-48-60-18- 60.00 16 3 0.002 5 12 Raycap DC9-48-60-24- 60.00 16 a 0.002 5 12 KMW EPBQ-652L8H8 60.00 187 94 0.022 55 143 Round Sector Frame 60.00 900 450 0.107 267 687 CeIIMax CMA-UBTULBUL 60.00 624 312 0.074 165 476 Page: 14 Site Number: 82805 Code: ANSIITIA-222-H 02007-2020 byATC IP LLC. All rights reserved. Site Name: TIGARD-99, OR Engineering Number:OAA7572 86_C3_01 4/10/2020 1:58:23 PM Customer: AT&T MOBILITY Commscope CBC78-DS-4 40.00 12 :3 0.001 2 9 Raycap DC6-48-60-18- 40.00. 20 5 0.001 3 15 Ericsson Radio 22212 40.00 82 22 0.005 13 63 Ericsson RRUS 32 B66 40.00 51 14 0.003 8 39 Ericsson RRUS 32 B2 40.00 53 14 0.003 8 40 Amphonol Antel BXA-8 40.00 23 6 0.001 4 18 Commscope JAHH-65C-R 40.00 160 43 0.010 26 122 Flat Low Profile Pla 40.00: 1,500 405 0.097 240 1,144 11,409 4,192 1.000 2,484 8,704 Page: 15 • Site Number: 82805 Code: ANSI/TIA-222-H ©2007-2020byATrClPLLC. All rights reserved. Site Name: TIGARD-99,OR Engineering Number:OAA757"286_C3_01 4/10/2020 1.58:23 PM Customer: AT&T MOBILITY Load Case 1.2D + 1.0Ev + 1.0Eh Seismic Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phli phi phi phi Total Elev FY (-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (tt-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.0D -14.66 -2.50 0.00 -151.00 0.00 151.00 1,480.76 355.93 890.23 842.67 0.00 0.00 0.189 5.00 -14.06 -2.51 0.00 -138.52 0.00 138.52 1,448.88 345.52 838.91 800.19 0.05 -0.10 0.183 10.00 -13.47 -2.52 0.00 -125.96 0.00 125.96 1,416.30 335.10 789.10 758.40 0.21 -0.19 0.176 15.00 -12.89 -2.52 0.00 -113.35 0.00 113.35 1,374.52 324.69 740.83 712.94 0.46 -0.29 0.168 20.00 -12.34 -2.51 0.00 -100.74 0.00 100.74 1,330.43 314.28 694.07 667.72 0.81 -0.38 0.160 25.00 -11.79 -2.49 0.00 -88.18 0.00 88.18 1,286.35 303.86 648.84 623.98 1.26 -0.48 0.151 30.00 -11.58 -2.48 0.00 -75.74 0.00 75.74 1,242.26 293.45 605.13 581.73 1.81 -0.56 0.140 32.00 -11.08 -2.44 0..00 -70.78 0.00 70.78 1,224.52 289.28 588.08 565.24 2.05 -0.60 0.134 35.00 -10.66 -2.40 0.00 -63.46 0.00 63.46 880.73 216.49 439.12 406.74 2.44 -0.65 0.168 40.00 -7.'73 -2.02 0.00 -51.45 0.00 51.45 858.17 208.68 408.01 381.91 3.17 -0.72 0.144 45.00 -7.36 -1.97 0..00 -41.34 0.00 41.34 834.92 200.87 378.04 357.53 3.97 -0.81 0.125 50.00 -6.99 -1.91 0.00 -31.49 0.00 31.49 810.98 193.06 349.21 333.66 4.86 -0.89 0.103 55.00 -6.64 -1.83 0.00 -21.96 0.00 21.96 784.22 185.25 321.53 309.47 5.83 -0.95 0.080 60.00 -2.71 -0.89 0.00 -12.79 0.00 12.79 751.15 177.44 294.99 283.80 6.85 -1.00 0.049 65.00 -2.41 -0.81 0.00 -8.34 0.00 8.34 718.09 169.63 269.60 259.25 7.91 -1.03 0.036 70.00 -2.13 -0.72 0.00 -4.30 0.00 4.30 685.02 161.82 245.34 235.80 9.00 -1.05 0.021 75.00 -2.08 -0.70 0.00 -0.70 0.00 0.70 651.96 154.01 222.23 213.47 10.11 -1.06 0.006 76.00 0.00 -0.66 0.00 0.00 0.00 0.00 645.34 152.44 217.75 209.13 10.33 -1.06 0.000 Page: 16 Site Number: 82805 Code: ANSIITIA-222-1-I C 2007-2020 by ATC IP LLC. 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Site Name: TIGARD-99, OR Engineering Number:OAA757286_C3_01 4/10/2020 1:58:23 PM Customer: AT&T MOBILITY ,=1 Load Case (6.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 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 -8.36 -2.49 0.00 -148.33 0.00 148.33 1,480.76 355.93 890.23 842.67 0.00 0.00 0.182 5.00 -8.02 -2.50 0.00 -135.88 0.00 135.88 1,448.88 345.52 838.91 800.19 0.05 -0.09 0.175 10.00 -7.68 -2.50 0.00 -123.39 0.00 123.39 1,416.30 335.10 789.10 758.40 0.20 -0.19 0.168 15.00 -7.35 -2.49 0.00 -110.91 0.00 110.91 1,374.52 324.69 740.83 712.94 0.45 -0.28 0.161 20.00 -7.03 -2.47 0.00 -98.47 0.00 98.47 1,330.43 314.28 694.07 667.72 0.80 -0.38 0.153 25.00 -6.72 -2.44 0.00 -86.12 0.00 86.12 1,286.35 303.86 648.84 623.98 1.24 -0.47 0.143 30.00 -6.60 -2.43 0.00 -73.91 0.00 73.91 1,242.26 29;3.45 605.13 581.73 1.77 -0.55 0.132 32.00 -6.31 -2.39 0.00 -69.05 0.00 69.05 1,224.62 289.28 588.08 565.24 2.01 -0.59 0.127 35.00 -6.07 -2.34 0.00 -61.89 0.00 61.89 880.7'3 216.49 439.12 406.74 2.39 -0.63 0.159 40.00 -4.40 -1.98 0.00 -50.17 0.00 50.17 858.17 208.68 408.01 381.91 3.10 -0.71 0.137 45.00 -4.19 -1.92 0.00 -40.29 0.00 40.29 834.92 200.87 378.04 357.53 3.89 -0.79 0.118 50.00 -3.98 -1.86 0.00 -30.69 0.00 30.69 810.98 193.06 349.21 333.66 4.76 -0.87 0.097 55.00 -3.78 -1.78 0.00 -21.40 0.00 21.40 784.22 1815.25 321.53 309.47 5.70 -0.93 0.074 60.00 -1.54 -0.87 0.00 -12.48 0.00 12.48 751.15 17'7.44 294.99 283.80 6.70 -0.97 0.046 65.00 -1.37 -0.79 0.00 -8.14 0.00 8.14 718.09 169.63 269.60 259.25 7.74 -1.01 0.033 70.00 -1.21 -0.70 0.00 -4.20 0.00 4.20 685.02 161.82 245.34 235.80 8.80 -1.03 0.020 75.00 -1.18 -0.68 0,00 -0.68 0.00 0.68 651.96 154.01 222.23 213.47 9.89 -1.04 0.005 76.00 0.00 -0.66 0..00 0.00 0.00 0.00 645.34 152.44 217.75 209.13 10.10 -1.04 0.000 Page: 17 Site Number: 82805 Code: ANSI'TIA-222-H ©2007-2020byATCIPLLC. 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Site Name: TIGARD-99,OR Engineering Number:OAA757286_C3_01 4110/2020 1:58:23 PM Customer: AT&T MOBILITY 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+ 1.0W 7.58 0.00 13.67 0.00 0.00 430.77 0.00 0.52 0.9D+ 1.0W 7.57 0.00 10.25 0.00 0.00 426.64 0.00 0.51 1.2D + 1.0Di + 1.0Wi 1.23 0.00 33.90 0.00 0.00 70.82 0.00 0.11 1.2D + 1.0Ev+ 1.0Eh 2.50 0.00 14.66 0.00 0.00 151.00 0.00 0.19 0.9D -1.0Ev + 1.0Eh 2.49 0.00 8.36 0.00 0.00 148.33 0.00 0.18 1.0D + 1.0W 2.59 0.00 11.41 0.00 0.00 146.57 0.00 0.18 Page: 18 Calculations for Monopole Base Plate & Anchor Rod Analysis Reaction Distribution Geometric Properties Shear Moment Gross Indihridual' Threads Moment Reaction Factor °section Net Area Vu: Mu Area In rtia per Inch of Inertia k k-ft - - in3 in2 in4 7t in° Base Forces 7.6 430.8 1.00 Pole 216374 1.2021 0.0252 2074.23 Anchor Rod Forces 7.6 430.8 1.00 Bolt 3.9761 3.2477 0.8393 4.5 1992.57 Additional Bolt(Grpl)Forces Bolt1 Additional Bolt(Grp2)Forces Bolt2 Dywidag Forces Dywidag Stiffener Forces Stiffener Base Plate Anchor Rods Shape Square - Anchor Rod Quantity,N 4 - Width,W 30 in Rod Diameter,d 2.25 in Thickness,t 2.75 in Bolt Circle,BC 35 in Yield Strength,Fy 50 ksi Yield Strength,Fy 75 ksi Tensile Strength,Fu 65 ksi Tensile Strength,Fu 100 ksi Base Plate Chord 10.925 in Applied Axial,Pu 150.9 k Detail Type d - Applied Shear,Vu 3.8 k Detail Factor 0.50 - Compressive Capacity,en 243.6 k Clear Distance 3 - Tensile Capacity,4Rnt 0.619 OK Interaction Capacity 0.651 OK External Base Plate Chord Length AA 14.361 in Additional AA 0.000 in Section Modulus,Z 27.152 Ins Applied Moment,Mu 523.1 k-ft Bending Capacity,4iMn 1221.8 k-ft Capacity,Mu/4iMn 0.428 OK Chord Length AB 13.928 in Additional AB 0.000 in Section Modulus,Z 26.333 in3 Applied Moment,Mu 490.5 k-ft Bending Capacity,4,Mn 1185.0 k-ft Capacity,Mu/¢Mn 0.414 OK Bend Line Length 0.000 in Additional Bend Line 0.000 in Section Modulus,Z 0.000 in3 Applied Moment,Mu 0.0 k-ft Bending Capacity,OM 0.0 k-ft Capacity,Mu/4)Mn Internal Base Plate Arc Length 0.000 in Section Modulus,Z 0.000 in3 Moment Arm 0.000 In Applied Moment,Mu 0.0 k-ft Bending Capacity,4,Mn 0.0 k-ft Capacity,Mu/4Mn