Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications (49)
HVitrc liCT 3 0 2017 f t 4# 'D„AS'tD AMERICAN Tt)WER° Rot ()RIG s Avis' 4 CORPORATION r Structural Analysis Report Structure : 76 ft Monopole ATC Site Name : Tigard-99, OR ATC Site Number : 82805 Engineering Number : OAA710999_C3_01 Proposed Carrier : Verizon Wireless Carrier Site Name : Tigard 99 OR Carrier Site Number : 20171585607 Site Location : 12925 SW Pacific Hwy Portland, OR 97223-5015 45.426600,-122.779900 County : Washington Date : September 8, 2017 to Max Usage : 84% Result : Pass Ito PROpS6' Prepared By: Reviewed By: cj �1. ( E4- `ra Christophe S. Quenum C.9%"' Structural Engineer I 71037PE Pootroi, „,...41111111111 4t"4M GPS19' Expires: 06/30/2019 Sep 11 2017 5:37 PM cosi8n ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com , . A Eng. Number 0AA710999_C3_01 September 8, 2017 AMERICAN TOWER' CO R P O R A T I O N Table of Contents Introduction 1 Supporting Documents 1 r 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 4 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 OAA710999_C3_01 September 8, 2017 Page 1 AMERICAN TOWER° CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 76 ft monopole to reflect the change in loading by Verizon Wireless. r Supporting Documents Tower Drawings Summit,Paul J.Ford Job#A29296-405,dated October 18,1996 Foundation Drawing Summit,Paul J.Ford Job#A29296-405,dated November 25,1996 Geotechnical Report Redmond&Associates Job#150.014.G,dated November 15,1996 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 93 mph(3-Second Gust,Vim)/120 mph(3-Second Gust,V„k) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1111/4 radial ice concurrent Code: ANSI/TIA-222-G/2012 IBC/2014 Oregon Structural Specialty Code Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.97,S1=0.42 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name,site number, and engineering number in the subject line for any questions. S 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 OAA710999_C3_01 AMERICAN TOWER' Page 2 a CORPORATION September 8, 2017 Existing and Reserved Equipment Elevation'(ft) Mount RADQtY Antenna Mount Type Lines Carrier 76.0 84.0 1 GPS (6)7/8"Coax 80.0 2 Antel BXA-80080-8CF-EDIN-2 T-Arms Verizon (1)1/2Coax 6 Powerwave LGP21401 1 Raycap DC6-48-60-18-8F(22.3"Height) 1 Raycap DC6-48-60-18-8F(32.8 lbs) _ (12)7/8"Coax 3 Alcatel-Lucent RRH 2x40-07-L (4)0.78"8 AWG 6 A 60.0 60.0 3 Nokia B66a RRH4x45(UHIE) Sector Frames (1)3/8"RET Control AT&T Mobility 3 Alcatel-Lucent RRH4X25-WCS _ Cable 3 Kathrein 742 264 (1)0.39"Fiber Trunk 3 KMW EPBQ-652L8H8 3 Alcatel-Lucent 3JR52703AAAA(126) 45.0 40.0 1 Antel BXA-80080-8CF-EDIN-2 Low Pro61e Platform (1)15/8"Coax Verizon (1)7/8"Coax Equipment to be Removed Elevation'(ft) Mount RAD Qty Antenna Mount Type Lines Carrier 4 ClearComm CCFA-386-1W 80.0 80.0 3 Ericsson RRUS 11(Band 7) (1)15/8"Hybriflex 1 Raycap RCMDC-3315-PF-48 2 Antel BXA-70063/8CF_ 76.0 76.0 2 CSS XP18-80 (6)7/8"Coax - 2 Antel BXA-171063/8CF (2)15/8"Coax 2 Antel BXA-80080-8CF-EDIN-2 Verizon 1 Antel BXA-171063/8CF 1 Antel BXA-70063/8CF_ 45.0 45.0 1 CSS XP18-80 (2)15/8"Coax 1 Antel BXA-80080-8CF-EDIN-2 (2)7/8"Coax 2 ClearComm CCDP-565-1W 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 OAA710999_C3_01 September 8, 2017 AMERICAN TOWER' Page 3 CORPORATION Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 4 Commscope CBC78-DS-43 2 Raycap DC6-48-60-18-8F 2 Ericsson Radio 22212 Band 13,66A,2, 76.0 80.0 5 variants T-Arms (2)1.49"Hybrid 2 Ericsson RRUS 32 B66A 2 Ericsson RRUS 32 B2 4 Commscope JAHH-65C-R3B-V2 Verizon 2 Commscope CBC78-DS-43 1 Raycap DC6-48-60-18-8F Ericsson Radio 22212 Band 13,66A,2, 45.0 40.0 1 5 variants Low Profile Platform (1)15/811 Hybriflex 1 Ericsson RRUS 32 B66A 1 Ericsson RRUS 32 B2 2 Commscope JAHH-65C-R3B-V2 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 84% Pass Shaft 62% Pass Base Plate 84% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment(Kips-Ft) 511.2 42% Axial (Kips) 37.0 16% Shear(Kips) 9.6 45% ilk 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. 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 OAA710999_C3_01 September 8, 2017 AMERICAN TOWER' Page 4 CORPORATION Deflection and Sway* Antenna Deflection Sway(Rotation) Elevation (ft) Antenna Carrier (ft) (1 Commscope CBC78-DS-43 Raycap DC6-48-60-18-8F Ericsson Radio 22212 Band 13,66A, 76.0 2,5 variants 0.864 1.066 Ericsson RRUS 32 B66A -' Ericsson RRUS 32 B2 Commscope JAHH-65C-R3B-V2 Verizon Wireless Commscope CBC78-DS-43 Raycap DC6-48-60-18-8F Ericsson Radio 22212 Band 13,66A, 45.0 2,5 variants 0.336 0.813 Ericsson RRUS 32 B66A Ericsson RRUS 32 B2 Commscope JAHH-65C-R3B-V2 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A AMERICAN TOWER' CORPORATION Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: - Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components,or other relevant information. -- Information from drawings in the possession of American Tower Corporation,or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the"as new" condition. Unless explicitly agreed by both the client and American Tower Corporation,all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. A ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Pole: 82805 Code: ANSI/TIA-222-G Description: 76 ft Summit Monopole Client: VERIZON WIRELESS Struct Class: II Location : Tigard-99,OR Shape: 18 Sides Exposure: B Height: 76.00 (ft) Topo: 1 0 2007-2017 by ATC IP LLC. All rights reserved. Base Elev(ft): 0.00 Taper: 0.16203*in/ft) 76'-0" r Sections Properties Diameter(in) Overlap Steel , Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 35.000 22.26 27.94 0.250 0.000 0.162000 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 0.162000 60 Discrete Appurtenance 60'-0' I I r fl Attach Force L Elev (ft) Elev (ft) Qty Description 76.000 80.000 2 Ericsson RRUS 32 B66A 76.000 80.000 2 Ericsson Radio 22212 Band 13, 76.000 80.000 4 Commscope JAHH-65C-R3B-V2 44 -0' 76.000 80.000 2 Raycap DC6-48-60-18-8F 3116'T" 76.000 80.000 4 Commscope CBC78-DS-43 (60 76.000 80.000 2 Ericsson RRUS 32 B2 76.000 80.000 2 Amphenol Antel BXA-80080- 76.000 84.000 1 GPS 76.000 76.000 3 Flat T-Arm 45-0' 60.000 60.000 3 Alcatel-Lucent 3JR52703AAAA I 60.000 60.000 60.000 3 KMW EPBQ-652L8H8 60.000 3 Alcatel-Lucent RRH4X25-WCS 60.000 60.000 3 Alcatel-Lucent RRH 2x40-07-L 60.000 60.000 1 Raycap DC6-48-60-18-8F(22.3" 60.000 60.000 3 Nokia B66a RRH4x45(UHIE) -__ 76'-0' 60.000 60.000 3 Kathrein Scala 742 264 35-0. 60.000 60.000 1 Raycap DC6-48-60-18-8F(32.8 lb 60.000 60.000 6 Powerwave LGP21401 60.000 60.000 3 Round Sector Frame 45.000 40.000 2 Commscope JAHH-65C-R3B-V2 45.000 40.000 1 Ericsson RRUS 32 B2 36' 45.000 40.000 1 Ericsson RRUS 32 B66A 45.000 40.000 1 Ericsson Radio 22212 Band 13, 3Z-0' v 45.000 40.000 1 Raycap DC6-48-60-18-8F 1. 45.000 40.000 2 Commscope CBC78-DS-43 45.000 40.000 1 Amphenol Antel BXA-80080- 45.000 45.000 1 Flat Low Profile Platform Linear Appurtenance 35-0' Elev(ft) Exposed A 1/4"Thick From To Description To Wind 0 (60 KSI') 3.000 45.000 1 5/8"Coax No 3.000 45.000 1 5/8"Hybriflex No 3.000 45.000 7/8"Coax No 3.000 60.000 0.39"(10mm) Yes 3.000 60.000 0.78"(19.7mm)8 Yes 3.000 60.000 3/8"(0.38"- Yes 3.000 60.000 7/8"Coax Yes 3.000 76.000 1.49"(37.8mm) No 3.000 76.000 1/2"Coax No 0'0' y w 3.000 76.000 7/8"Coax No I 1 Load Cases 1.2D+1.6W 93 mph with No Ice 0.9D+1.6W 93 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.25 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.0D+1.0W Serviceability 60 mph Iln 1 fl-0. ILJ Reactions Moment Shear Axial Load Case (kip-ft) (kup) (kip) 1.2D+1.6W 609.25 11.45 12.79 0.9D+1.6W 603.78 11.44 9.59 1.2D+1.0Di+1.0Wi 70.27 1.19 37.04 (1.2+0.2Sds)*DL+E ELFM 166.59 2.75 13.83 (1.2+0.2Sds)*DL+E EMAM 223.53 3.28 13.83 (0.9-0.2Sds)*DL+E ELFM 163.71 2.74 7.79 (0.9-0.2Sds)*DL+E EMAM 219.34 3.27 7.79 1.0D+1.0W 158.73 3.00 10.69 6V-0" [flfl1:1 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 41-0' 3116'Thick (60 KSI) 45-0' 000 35-0' 36' 32'-0` v 1 35-0' 114'Thick (60 KSI) 0'0. I I v Load Case : 1.2D + 1.6W Max Ratio 73.19%at 0.0 ft 0.05 75.000 - I _ 1.00 0.10 70.000 - ,„3 ill!_.._ __� s 0.14 ill 65.000 - ....... _. 0.18 - 60.000 - 1111L).27 1111 55.000 - __. , 0.35 50.000 0.42 45.000 � ,_ I 1 i i 0.52 1 1 t s 40.000 a d w 0.60 35.000 - bow 32.000 - 0.50 _ 30.000 - ....._ A ,►, 0.55 25.000 - _...... ;- 0.59 20.000 -F--- I _ ..a... viol 0.63 Mal 1 15.000 -, _ 11)11- 0.66 I 10.000 -I } re j • € i I I I i i 0.70 1 i II 5.000 -1 t ._. 1i 1 t 1 1 I1 1 0.73 i 0.000 -1---_ m __ _.4. -1 t - j . , " , . ‘ , I 1 . 11 . " 1 , . . . . . 1111111i111111111 „ I . ' 11 , 11 . 11 11111111111 111 1.00 0.02 0.07 0.12 0.17 0.22 0.27 0.32 0.37 0.42 0.47 0.52 0.57 0.62 0.67 0.72 0.77 0.82 0.87 0.92 0. Interaction Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:30 PM Customer: VERIZON WIRELESS Analysis Parameters Location: WASHINGTON County,OR Height(ft): 76 Code: ANSI/TIA-222-G Base Diameter(in): 27.94 Shape: 18 Sides Top Diameter(in): 16.00 Pole Type: Taper Taper(in/ft) : 0.162 Pole Manfacturer: Summit Rotation(deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 93 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 1.25 in Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.50 TL (sec): 16 p: 1.3 Cs: 0.197 S s: 0.967 Si: 0.422 C s Max: 0.197 Fa: 1.113 Fv: 1.578 C s Min: 0.032 Sds: 0.718 Sd1: 0.444 Load Cases 1.2D+1.6W 93 mph with No Ice 0.9D+1.6W 93 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 30 mph with 1.25 in Radial Ice (1.2+0.2Sds)*DL+ E ELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+ E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL) Equivalent Lateral Forces Method (0.9-0.2Sds)*DL+ E EMAM Seismic(Reduced DL) Equivalent Modal Analysis Method 1.0D+1.0W Serviceability 60 mph Page: 1 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Shaft Section Properties ' _ Bottom -. -.- Top P Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area lx W/t D/t Taper Info (ft) (in ) (ksi) Type Len(in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 35.000 0.2500 60 0.00 2,349 27.94 0.00 21.97 2128.4 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 No Ice ---- Ice --- Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 76.00 Amphenol Antel BXA-80080- 2 23.00 8.200 0.74 371.55 10.731 0.74 0.000 4.000 76.00 Commscope CBC78-DS-43 4 6.00 0.430 0.50 41.40 0.867 0.50 0.000 4.000 76.00 Commscope JAHH-65C-R3B- 4 80.20 12.810 0.69 588.71 15.441 0.69 0.000 4.000 76.00 Ericsson Radio 22212 Band 2 82.00 1.860 0.50 234.00 2.800 0.50 0.000 4.000 76.00 Ericsson RRUS 32 B2 2 53.00 2.740 0.67 208.98 3.929 0.67 0.000 4.000 76.00 Ericsson RRUS 32 B66A 2 50.70 2.210 0.67 181.07 3.278 0.67 0.000 4.000 76.00 Flat 1-Arm 3 250.00 12.900 0.67 575.89 25.652 0.67 0.000 0.000 76.00 GPS 1 10.00 1.000 1.00 82.19 1.223 1.00 0.000 8.000 76.00 Raycap DC6-48-60-18-8F 2 20.00 1.110 1.00 163.00 2.919 1.00 0.000 4.000 60.00 Alcatel-Lucent 3 126.00 12.070 0.78 678.09 14.231 0.78 0.000 0.000 60.00 Alcatel-Lucent RRH 2x40-07-L 3 52.40 1.700 0.50 177.85 2.611 0.50 0.000 0.000 60.00 Alcatel-Lucent RRH4X25- 3 70.00 3.160 0.67 208.67 5.128 0.67 0.000 0.000 60.00 Kathrein Scala 742 264 3 36.40 4.860 0.67 252.42 6.438 0.67 0.000 0.000 60.00 KMW EPBQ-652L8H8 3 62.40 11.980 0.68 499.08 14.620 0.68 0.000 0.000 60.00 Nokia B66a RRH4x45 (UHIE) 3 56.80 2.540 0.67 416.16 4.132 0.67 0.000 0.000 60.00 Powerwave LGP21401 6 14.10 1.100 0.50 75.81 1.846 0.50 0.000 0.000 60.00 Raycap DC6-48-60-18-8F 1 18.90 1.190 1.00 168.65 3.038 1.00 0.000 0.000 60.00 Raycap DC6-48-60-18- 1 32.80 1.280 1.00 190.40 3.235 1.00 0.000 0.000 60.00 Round Sector Frame 3 300.00 14.400 0.75 858.15 39.517 0.75 0.000 0.000 45.00 Amphenol Antel BXA-80080- 1 23.00 8.200 0.74 346.08 10.577 0.74 0.000 -5.000 45.00 Commscope CBC78-DS-43 2 6.00 0.430 0.50 38.07 0.832 0.50 0.000 -5.000 45.00 Commscope JAHH-65C-R3B- 2 80.20 12.810 0.69 553.85 15.283 0.69 0.000 -5.000 45.00 Ericsson Radio 22212 Band 1 82.00 1.860 0.50 222.82 2.740 0.50 0.000 -5.000 45.00 Ericsson RRUS 32 B2 1 53.00 2.740 0.67 197.40 3.855 0.67 0.000 -5.000 45.00 Ericsson RRUS 32 B66A 1 50.70 2.210 0.67 171.19 3.211 0.67 0.000 -5.000 45.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2,453.83 54.207 1.00 0.000 0.000 45.00 Raycap DC6-48-60-18-8F 1 20.00 1.110 1.00 152.32 2.855 1.00 0.000 -5.000 Totals 61 5711.60 21,460.11 Number of Loadings : 27 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 3.00 76.00 2 1.49" (37.8mm) Hybrid 1.49 1.87 N 0.00 N Verizon Wireless 3.00 76.00 1 1/2" Coax 0.63 0.15 N 0.00 N Verizon Wireless 3.00 76.00 6 7/8" Coax 1.09 0.33 N 0.00 N Verizon Wireless 3.00 60.00 1 0.39" (10mm) Fiber 0.39 0.07 N 0.00 V AT&T Mobility y 3.00 60.00 4 0.78" (19.7mm) 8 0.78 0.59 N 0.00 Y AT&T Mobility 3.00 60.00 1 3/8" (0.38"-9.5mm) 0.38 0.23 N 0.00 Y AT&T Mobility 3.00 60.00 12 7/8" Coax 1.09 0.33 N 5.45 Y AT&T Mobility 3.00 45.00 1 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon Wireless 3.00 45.00 1 1 5/8" Hybriflex Cable 1.98 1.30 N 0.00 N Verizon Wireless 3.00 45.00 1 7/8" Coax 1.09 0.33 N 0.00 N Verizon Wireless Page: 2 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved, Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Page: 3 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (ire) Ratio Ratio (ksi) (in3) (in3) (Ib) 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 14.51 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 r Page: 4 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Load Case: 1.2D+ 1.6W 93 mph with No Ice 21 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor:1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (lb-ft) (lb) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 98.1 0.0 0.0 0.0 98.1 0.0 0.0 0.0 5.00 273.9 442.0 0.0 35.9 273.9 477.9 0.0 0.0 10.00 346.3 428.9 63.9 89.6 410.2 518.5 0.0 0.0 15.00 335.6 415.8 63.9 89.6 399.6 505.4 0.0 0.0 20.00 325.0 402.6 63.9 89.6 388.9 492.3 0.0 0.0 25.00 314.3 389.5 63.9 89.6 378.3 479.2 0.0 0.0 30.00 215.4 376.4 63.9 89.6 279.4 466.0 0.0 0.0 32.00 Bot-Section 2 154.2 146.9 25.7 35.9 179.9 182.7 0.0 0.0 35.00 Top-Section 1 249.4 381.9 39.0 53.8 288.4 435.6 0.0 0.0 40.00 311.9 267.9 66.0 89.6 378.0 357.6 0.0 0.0 45.00 Appertunance(s) 310.6 258.1 1,425.3 0.0 -3,326.3 2,281.3 67.2 89.6 1,803.2 2,629.0 0.0 0.0 50.00 307.8 248.2 68.3 74.9 376.1 323.2 0.0 0.0 55.00 303.7 238.4 69.3 74.9 373.0 313.3 0.0 0.0 60.00 Appertunance(s) 230.6 228.5 2,848.1 0.0 0.0 2,698.0 70.2 74.9 3,149.0 3,001.4 0.0 0.0 65.00 158.1 218.7 0.0 35.2 158.1 253.9 0.0 0.0 70.00 154.2 208.9 0.0 35.2 154.2 244.1 0.0 0.0 75.00 91.0 199.0 0.0 35.2 91.0 234.2 0.0 0.0 76.00 Appertunance(s) 14.9 38.6 2,307.6 0.0 6,710.4 1,874.6 0.0 7.0 2,322.5 1,920.3 0.0 0.0 Totals: 11,501.6 12,834.7 0.00 0.00 a Page: 5 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 93 mph with No Ice 21 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.20 Wind Load Factor:1.60 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 -12.79 -11.45 0.00 -609.25 0.00 609.25 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.732 5.00 -12.24 -11.25 0.00 -552.02 0.00 552.02 1,448.88 724.44 1,598.00 800.19 0.21 -0.39 0.699 10.00 -11.66 -10.92 0.00 -495.74 0.00 495.74 1,416.30 708.15 1,514.55 758.40 0.82 -0.77 0.662 15.00 -11.09 -10.58 0.00 -441.16 0.00 441.16 1,374.52 687.26 1,423.76 712.94 1.83 -1.15 0.627 20.00 -10.54 -10.25 0.00 -388.26 0.00 388.26 1,330.43 665.22 1,333.46 667.72 3.23 -1.51 0.590 25.00 -10.02 -9.91 0.00 -337.03 0.00 337.03 1,286.35 643.17 1,246.11 623.98 5.00 -1.86 0.548 30.00 -9.52 -9.66 0.00 -287.46 0.00 287.46 1,242.26 621.13 1,161.73 581.73 7.13 -2.20 0.502 32.00 -9.32 -9.50 0.00 -268.14 0.00 268.14 1,224.62 612.31 1,128.80 565.24 8.08 -2.33 0.482 35.00 -8.86 -9.23 0.00 -239.65 0.00 239.65 880.73 440.37 812.28 406.74 9.61 -2.52 0.600 40.00 -8.47 -8.88 0.00 -193.52 0.00 193.52 858.17 429.09 762.68 381.91 12.41 -2.81 0.517 45.00 -5.90 -6.97 0.00 -149.12 0.00 149.12 834.92 417.46 714.00 357.53 15.52 -3.13 0.424 50.00 -5.57 -6.60 0.00 -114.26 0.00 114.26 810.98 405.49 666.32 333.66 18.95 -3.40 0.350 55.00 -5.26 -6.23 0.00 -81.25 0.00 81.25 784.22 392.11 618.03 309.47 22.64 -3.63 0.270 60.00 -2.46 -2.90 0.00 -50.10 0.00 50.10 751.15 375.58 566.77 283.80 26.55 -3.81 0.180 65.00 -2.21 -2.73 0.00 -35.61 0.00 35.61 718.09 359.04 517.73 259.25 30.61 -3.94 0.140 70.00 -1.98 -2.56 0.00 -21.97 0.00 21.97 685.02 342.51 470.90 235.80 34.79 -4.04 0.096 75.00 -1.75 -2.45 0.00 -9.16 0.00 9.16 651.96 325.98 426.30 213.47 39.05 -4.10 0.046 76.00 0.00 -2.32 0.00 -6.71 0.00 6.71 645.34 322.67 417.65 209.13 39.91 -4.11 0.032 r Page: 6 4 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:31 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 93 mph with No Ice(Reduced DL) 21 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 98.1 0.0 0.0 0.0 98.1 0.0 0.0 0.0 5.00 273.9 331.5 0.0 26.9 273.9 358.4 0.0 0.0 10.00 346.3 321.7 63.9 67.2 410.2 388.9 0.0 0.0 15.00 335.6 311.8 63.9 67.2 399.6 379.1 0.0 0.0 20.00 325.0 302.0 63.9 67.2 388.9 369.2 0.0 0.0 25.00 314.3 292.1 63.9 67.2 378.3 359.4 0.0 0.0 30.00 215.4 282.3 63.9 67.2 279.4 349.5 0.0 0.0 32.00 Bot-Section 2 154.2 110.2 25.7 26.9 179.9 137.1 0.0 0.0 35.00 Top-Section 1 249.4 286.4 39.0 40.3 288.4 326.7 0.0 0.0 40.00 311.9 200.9 66.0 67.2 378.0 268.2 0.0 0.0 45.00 Appertunance(s) 310.6 193.6 1,425.3 0.0 -3,326.3 1,711.0 67.2 67.2 1,803.2 1,971.8 0.0 0.0 50.00 307.8 186.2 68.3 56.2 376.1 242.4 0.0 0.0 55.00 303.7 178.8 69.3 56.2 373.0 235.0 0.0 0.0 60.00 Appertunance(s) 230.6 171.4 2,848.1 0.0 0.0 2,023.5 70.2 56.2 3,149.0 2,251.1 0.0 0.0 65.00 158.1 164.0 0.0 26.4 158.1 190.4 0.0 0.0 70.00 154.2 156.6 0.0 26.4 154.2 183.1 0.0 0.0 75.00 91.0 149.3 0.0 26.4 91.0 175.7 0.0 0.0 76.00 Appertunance(s) 14.9 29.0 2,307.6 0.0 6,710.4 1,406.0 0.0 5.3 2,322.5 1,440.2 0.0 0.0 Totals: 11,501.6 9,626.05 0.00 0.00 $ Page: 7 ,Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:32 PM Customer: VERIZON WIRELESS Load Case: 0.9D+ 1.6W 93 mph with No Ice(Reduced DL) 21 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor:0.90 Wind Load Factor :1.60 Calculated Forces _ Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -9.59 -11.44 0.00 -603.78 0.00 603.78 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.723 5.00 -9.15 -11.22 0.00 -546.60 0.00 546.60 1,448.88 724.44 1,598.00 800.19 0.21 -0.38 0.690 10.00 -8.70 -10.87 0.00 -490.49 0.00 490.49 1,416.30 708.15 1,514.55 758.40 0.81 -0.76 0.653 15.00 -8.26 -10.51 0.00 -436.17 0.00 436.17 1,374.52 687.26 1,423.76 712.94 1.81 -1.13 0.618 20.00 -7.84 -10.16 0.00 -383.60 0.00 383.60 1,330.43 665.22 1,333.46 667.72 3.20 -1.50 0.581 25.00 -7.43 -9.82 0.00 -332.78 0.00 332.78 1,286.35 643.17 1,246.11 623.98 4.95 -1.84 0.539 30.00 -7.05 -9.56 0.00 -283.69 0.00 283.69 1,242.26 621.13 1,161.73 581.73 7.06 -2.17 0.494 32.00 -6.90 -9.39 0.00 -264.57 0.00 264.57 1,224.62 612.31 1,128.80 565.24 8.00 -2.30 0.474 35.00 -6.54 -9.12 0.00 -236.40 0.00 236.40 880.73 440.37 812.28 406.74 9.51 -2.49 0.589 40.00 -6.25 -8.76 0.00 -190.82 0.00 190.82 858.17 429.09 762.68 381.91 12.27 -2.78 0.507 45.00 -4.34 -6.88 0.00 -147.03 0.00 147.03 834.92 417.46 714.00 357.53 15.35 -3.09 0.417 50.00 -4.09 -6.51 0.00 -112.63 0.00 112.63 810.98 405.49 666.32 333.66 18.74 -3.36 0.343 55.00 -3.85 -6.13 0.00 -80.09 0.00 80.09 784.22 392.11 618.03 309.47 22.39 -3.59 0.264 60.00 -1.80 -2.85 0.00 -49.42 0.00 49.42 751.15 375.58 566.77 283.80 26.24 -3.76 0.177 65.00 -1.62 -2.69 0.00 -35.16 0.00 35.16 718.09 359.04 517.73 259.25 30.25 -3.89 0.138 70.00 -1.44 -2.52 0.00 -21.73 0.00 21.73 685.02 342.51 470.90 235.80 34.38 -3.99 0.094 75.00 -1.27 -2.42 0.00 -9.13 0.00 9.13 651.96 325.98 426.30 213.47 38.59 -4.05 0.045 76.00 0.00 -2.32 0.00 -6.71 0.00 6.71 645.34 322.67 417.65 209.13 39.44 -4.06 0.032 t Page: 8 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:32 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.0Di + 1.0Wi 30 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 Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (lb) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 13.4 0.0 0.0 0.0 13.4 0.0 0.0 0.0 5.00 26.7 793.4 0.0 126.1 26.7 919.5 0.0 0.0 10.00 26.2 813.1 8.2 352.5 34.5 1,165.7 0.0 0.0 15.00 25.7 810.2 8.4 372.2 34.1 1,182.4 0.0 0.0 20.00 25.1 799.8 8.5 386.1 33.7 1,185.9 0.0 0.0 25.00 24.5 785.4 8.6 397.0 33.2 1,182.4 0.0 0.0 30.00 16.9 768.6 8.7 406.0 25.7 1,174.6 0.0 0.0 32.00 Bot-Section 2 12.2 303.8 3.5 164.6 15.7 468.4 0.0 0.0 35.00 Top-Section 1 19.8 618.2 5.5 249.1 25.3 867.3 0.0 0.0 40.00 25.0 653.9 9.5 420.5 34.4 1,074.5 0.0 0.0 45.00 Appertunance(s) 25.1 636.5 159.4 0.0 -283.5 4,907.7 9.9 426.6 194.3 5,970.7 0.0 0.0 50.00 25.1 618.1 10.2 417.4 35.3 1,035.5 0.0 0.0 55.00 25.0 599.1 10.6 422.4 35.6 1,021.6 0.0 0.0 60.00 Appertunance(s) 24.9 579.6 318.7 0.0 0.0 10,183.8 10.9 427.1 354.5 11,190.5 0.0 0.0 65.00 24.6 559.5 0.0 35.2 24.6 594.7 0.0 0.0 70.00 24.3 539.0 0.0 35.2 24.3 574.2 0.0 0.0 75.00 14.5 518.1 0.0 35.2 14.5 553.3 0.0 0.0 76.00 Appertunance(s) 2.4 102.2 227.5 0.0 578.7 6,767.9 0.0 7.0 229.9 6,877.2 0.0 0.0 Totals: 1,189.64 37,038.4 0.00 0.00 4 i Page: 9 I Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:33 PM Customer: VERIZON WIRELESS 1 Load Case: 1.2D + 1.0Di + 1.0Wi 30 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 -37.04 -1.19 0.00 -70.27 0.00 70.27 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.108 5.00 -36.12 -1.19 0.00 -64.31 0.00 64.31 1,448.88 724.44 1,598.00 800.19 0.02 -0.04 0.105 10.00 -34.95 -1.18 0.00 -58.35 0.00 58.35 1,416.30 708.15 1,514.55 758.40 0.10 -0.09 0.102 15.00 -33.77 -1.17 0.00 -52.43 0.00 52.43 1,374.52 687.26 1,423.76 712.94 0.21 -0.13 0.098 20.00 -32.58 -1.16 0.00 -46.57 0.00 46.57 1,330.43 665.22 1,333.46 667.72 0.38 -0.18 0.094 25.00 -31.40 -1.15 0.00 -40.77 0.00 40.77 1,286.35 643.17 1,246.11 623.98 0.59 -0.22 0.090 30.00 -30.22 -1.13 0.00 -35.04 0.00 35.04 1,242.26 621.13 1,161.73 581.73 0.84 -0.26 0.085 32.00 -29.75 -1.12 0.00 -32.78 0.00 32.78 1,224.62 612.31 1,128.80 565.24 0.95 -0.28 0.082 35.00 -28.89 -1.11 0.00 -29.41 0.00 29.41 880.73 440.37 812.28 406.74 1.13 -0.30 0.105 40.00 -27.81 -1.09 0.00 -23.87 0.00 23.87 858.17 429.09 762.68 381.91 1.47 -0.34 0.095 45.00 -21.84 -0.87 0.00 -18.44 0.00 18.44 834.92 417.46 714.00 357.53 1.84 -0.38 0.078 50.00 -20.81 -0.84 0.00 -14.10 0.00 14.10 810.98 405.49 666.32 333.66 2.25 -0.41 0.068 55.00 -19.78 -0.80 0.00 -9.91 0.00 9.91 784.22 392.11 618.03 309.47 2.70 -0.44 0.057 60.00 -8.60 -0.36 0.00 -5.90 0.00 5.90 751.15 375.58 566.77 283.80 3.17 -0.46 0.032 65.00 -8.00 -0.34 0.00 -4.08 0.00 4.08 718.09 359.04 517.73 259.25 3.66 -0.47 0.027 70.00 -7.43 -0.31 0.00 -2.41 0.00 2.41 685.02 342.51 470.90 235.80 4.16 -0.48 0.021 75.00 -6.87 -0.29 0.00 -0.87 0.00 0.87 651.96 325.98 426.30 213.47 4.67 -0.49 0.015 76.00 0.00 -0.23 0.00 -0.58 0.00 0.58 645.34 322.67 417.65 209.13 4.77 -0.49 0.003 0 IP Page: 10 I Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:33 PM Customer: VERIZON WIRELESS Load Case: 1.0D + 1.0W Serviceability 60 mph 20 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (Ib) 0.00 25.5 0.0 0.0 0.0 25.5 0.0 0.0 0.0 5.00 71.3 368.3 0.0 29.9 71.3 398.2 0.0 0.0 10.00 90.1 357.4 18.4 74.7 108.5 432.1 0.0 0.0 15.00 87.3 346.5 18.4 74.7 105.7 421.2 0.0 0.0 20.00 84.5 335.5 18.4 74.7 102.9 410.2 0.0 0.0 25.00 81.8 324.6 18.4 74.7 100.1 399.3 0.0 0.0 30.00 56.0 313.7 18.4 74.7 74.4 388.4 0.0 0.0 32.00 Bot-Section 2 40.1 122.4 7.4 29.9 47.5 152.3 0.0 0.0 35.00 Top-Section 1 64.9 318.2 11.4 44.8 76.3 363.0 0.0 0.0 40.00 81.1 223.3 19.6 74.7 100.7 298.0 0.0 0.0 45.00 Appertunance(s) 80.8 215.1 370.8 0.0 -865.3 1,901.1 20.3 74.7 471.9 2,190.9 0.0 0.0 50.00 80.1 206.9 21.0 62.5 101.0 269.3 0.0 0.0 55.00 79.0 198.7 21.6 62.5 100.6 261.1 0.0 0.0 60.00 Appertunance(s) 60.0 190.5 740.9 0.0 0.0 2,248.3 22.1 62.5 823.1 2,501.2 0.0 0.0 65.00 41.1 182.3 0.0 29.4 41.1 211.6 0.0 0.0 70.00 40.1 174.0 0.0 29.4 40.1 203.4 0.0 0.0 75.00 23.7 165.8 0.0 29.4 23.7 195.2 0.0 0.0 76.00 Appertunance(s) 3.9 32.2 600.3 0.0 1,745.7 1,562.2 0.0 5.9 604.2 1,600.3 0.0 0.0 Totals: 3,018.61 10,695.6 0.00 0.00 4 4 Page: 11 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved., Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Load Case: 1.0D + 1.0W Serviceability 60 mph 20 Iterations Gust Response Factor :1.10 Wind Importance Factor:1.00 Dead Load Factor :1.00 Wind Load Factor:1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -10.69 -3.00 0.00 -158.73 0.00 158.73 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.196 5.00 -10.29 -2.95 0.00 -143.72 0.00 143.72 1,448.88 724.44 1,598.00 800.19 0.05 -0.10 0.187 10.00 -9.85 -2.86 0.00 -128.97 0.00 128.97 1,416.30 708.15 1,514.55 758.40 0.21 -0.20 0.177 15.00 -9.43 -2.76 0.00 -114.69 0.00 114.69 1,374.52 687.26 1,423.76 712.94 0.48 -0.30 0.168 20.00 -9.01 -2.67 0.00 -100.87 0.00 100.87 1,330.43 665.22 1,333.46 667.72 0.84 -0.39 0.158 25.00 -8.61 -2.58 0.00 -87.50 0.00 87.50 1,286.35 643.17 1,246.11 623.98 1.30 -0.48 0.147 30.00 -8.22 -2.51 0.00 -74.58 0.00 74.58 1,242.26 621.13 1,161.73 581.73 1.86 -0.57 0.135 32.00 -8.07 -2.47 0.00 -69.55 0.00 69.55 1,224.62 612.31 1,128.80 565.24 2.10 -0.61 0.130 35.00 -7.70 -2.40 0.00 -62.14 0.00 62.14 880.73 440.37 812.28 406.74 2.50 -0.66 0.162 40.00 -7.40 -2.31 0.00 -50.14 0.00 50.14 858.17 429.09 762.68 381.91 3.23 -0.73 0.140 45.00 -5.22 -1.81 0.00 -38.61 0.00 38.61 834.92 417.46 714.00 357.53 4.04 -0.81 0.114 50.00 -4.95 -1.71 0.00 -29.56 0.00 29.56 810.98 405.49 666.32 333.66 4.93 -0.88 0.095 55.00 -4.69 -1.61 0.00 -21.00 0.00 21.00 784.22 392.11 618.03 309.47 5.89 -0.94 0.074 60.00 -2.20 -0.75 0.00 -12.94 0.00 12.94 751.15 375.58 566.77 283.80 6.90 -0.99 0.049 65.00 -1.99 -0.70 0.00 -9.20 0.00 9.20 718.09 359.04 517.73 259.25 7.96 -1.02 0.038 70.00 -1.78 -0.66 0.00 -5.68 0.00 5.68 685.02 342.51 470.90 235.80 9.04 -1.05 0.027 75.00 -1.59 -0.63 0.00 -2.38 0.00 2.38 651.96 325.98 426.30 213.47 10.15 -1.06 0.014 76.00 0.00 -0.60 0.00 -1.75 0.00 1.75 645.34 322.67 417.65 209.13 10.37 -1.07 0.008 O t Page: 12 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period(S s): 0.97 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.42 Long-Period Transition Period(T L): 16 Importance Factor(I E): 1.00 Site Coefficient F a: 1.11 Site Coeffiecient F ,,: 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.72 Design Spectral Response Acceleration at 1.0 Second Period(Sdi): 0.44 Seismic Response Coefficient(C s): 0.20 Upper Limit C s 0.20 Lower Limit C s 0.03 Period based on Rayleigh Method(sec): 1.50 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.50 Total Unfactored Dead Load: 10.70 k Seismic Base Shear(E): 2.74 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (lb-ft) C vX (Ib) (Ib) 17 75.50 38 25 0.007 18 51 16 72.50 195 122 0.032 89 262 15 67.50 203 114 0.030 83 273 14 62.50 212 105 0.028 77 284 13 57.50 253 111 0.030 81 340 12 52.50 261 100 0.027 73 351 11 47.50 269 89 0.024 65 362 10 42.50 290 81 0.022 59 389 9 37.50 298 69 0.018 50 400 8 33.50 363 71 0.019 52 488 7 31.00 152 26 0.007 19 205 6II27.50 388 56 0.015 41 522 5 22.50 399 43 0.011 31 536 4 17.50 410 30 0.008 22 551 3 12.50 421 19 0.005 14 566 2 7.50 432 9 0.002 7 581 1 2.50 398 2 0.000 1 535 Commscope CBC78-DS-4 76.00 24 16 0.004 12 32 GPS 76.00 10 7 0.002 5 13 Raycap DC6-48-60-18- 76.00 40 27 0.007 20 54 Ericsson Radio 22212 76.00 164 110 0.029 80 220 Ericsson RRUS 32 B66 76.00 101 68 0.018 49 136 Ericsson RRUS 32 B2 76.00 106 71 0.019 52 142 Page: 13 ,Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS 0 1 Amphenol Antel BXA-8 76.00 46 31 0.008 22 62 Commscope JAHH-65C-R 76.00 321 215 0.057 157 431 Flat T-Arm 76.00 750 502 0.134 366 1,008 Powerwave LGP21401 60.00 85 40 0.011 29 114 Raycap DC6-48-60-18- 60.00 19 9 0.002 6 25 Raycap DC6-48-60-18- 60.00 33 15 0.004 11 44 Alcatel-Lucent RRH 2 60.00 157 74 0.020 54 211 Nokia B66a RRH4x45( 60.00 170 80 0.021 58 229 - Alcatel-Lucent RRH4X 60.00 210 98 0.026 72 282 Kathrein Scala 742 2 60.00 109 51 0.014 37 147 - KMW EPBQ-652L8H8 60.00 187 88 0.023 64 252 Alcatel-Lucent 3JR52 60.00 378 177 0.047 129 508 Round Sector Frame 60.00 900 422 0.113 308 1,209 Commscope CBC78-DS-4 45.00 12 4 0.001 3 16 Raycap DC6-48-60-18- 45.00 20 6 0.002 4 27 Ericsson Radio 22212 45.00 82 25 0.007 18 110 Ericsson RRUS 32 B66 45.00 51 15 0.004 11 68 Ericsson RRUS 32 B2 45.00 53 16 0.004 12 71 Amphenol Antel BXA-8 45.00 23 7 0.002 5 31 Commscope JAHH-65C-R 45.00 160 49 0.013 36 216 Flat Low Profile Pla 45.00 1,500 456 0.122 333 2,015 10,696 3,750 1.000 2,736 14,370 Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (lb-ft) c,„ (Ib) (Ib) 17 75.50 38 25 0.007 18 29 16 72.50 195 122 0.032 89 148 15 67.50 203 114 0.030 83 154 14 62.50 212 105 0.028 77 160 13 57.50 253 111 0.030 81 191 12 52.50 261 100 0.027 73 198 11 47.50 269 89 0.024 65 204 10 42.50 290 81 0.022 59 219 9 37.50 298 69 0.018 50 225 8 33.50 363 71 0.019 52 275 7 31.00 152 26 0.007 19 115 6 27.50 388 56 0.015 41 294 5 22.50 399 43 0.011 31 302 4 17.50 410 30 0.008 22 310 3 12.50 421 19 0.005 14 319 2 7.50 432 9 0.002 7 327 1 2.50 398 2 0.000 1 301 Commscope CBC78-DS-4 76.00 24 16 0.004 12 18 GPS 76.00 10 7 0.002 5 8 Raycap DC6-48-60-18- 76.00 40 27 0.007 20 30 Ericsson Radio 22212 76.00 164 110 0.029 80 124 Ericsson RRUS 32 B66 76.00 101 68 0.018 49 77 - Ericsson RRUS 32 B2 76.00 106 71 0.019 52 80 Amphenol Antel BXA-8 76.00 46 31 0.008 22 35 AL Commscope JAHH-65C-R 76.00 321 215 0.057 157 243 Flat T-Arm 76.00 750 502 0.134 366 567 Powerwave LGP21401 60.00 85 40 0.011 29 64 Raycap DC6-48-60-18- 60.00 19 9 0.002 6 14 Raycap DC6-48-60-18- 60.00 33 15 0.004 11 25 Alcatel-Lucent RRH 2 60.00 157 74 0.020 54 119 Nokia B66a RRH4x45( 60.00 170 80 0.021 58 129 Alcatel-Lucent RRH4X 60.00 210 98 0.026 72 159 Kathrein Scala 742 2 60.00 109 51 0.014 37 83 Page: 14 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS KMW EPBQ-652L8H8 60.00 187 88 0.023 64 142 Alcatel-Lucent 3JR52 60.00 378 177 0.047 129 286 Round Sector Frame 60.00 900 422 0.113 308 B81 Commscope CBC78-DS-4 45.00 12 4 0.001 3 9 Raycap 006-48-60-18- 45.00 20 6 0.002 4 15 Ericsson Radio 22212 45.00 82 25 0.007 18 62 Ericsson RRUS 32 B66 45.00 51 15 0.004 11 38 - Ericsson RRUS 32 B2 45.00 53 16 0.004 12 40 _ Amphenol Antel BXA-8 45.00 23 7 0.002 5 17 Commscope JAHH-65C-R 45.00 160 49 0.013 36 121 Flat Low Profile Pla 45.00 1,500 456 0.122 333 1,135 10,696 3,750 1.000 2,736 8,091 i Page: 15 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved, Site Name: Tigard-99, OR Engineering Number:0AA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio - 0.00 -13.83 -2.75 0.00 -166.59 0.00 166.59 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.207 - 5.00 -13.25 -2.76 0.00 -152.85 0.00 152.85 1,448.88 724.44 1,598.00 800.19 0.06 -0.11 0.200 10.00 -12.68 -2.77 0.00 -139.02 0.00 139.02 1,416.30 708.15 1,514.55 758.40 0.23 -0.21 0.192 15.00 -12.12 -2.77 0.00 -125.16 0.00 125.16 1,374.52 687.26 1,423.76 712.94 0.51 -0.32 0.184 20.00 -11.58 -2.76 0.00 -111.30 0.00 111.30 1,330.43 665.22 1,333.46 667.72 0.90 -0.42 0.175 25.00 -11.05 -2.73 0.00 -97.52 0.00 97.52 1,286.35 643.17 1,246.11 623.98 1.40 -0.52 0.165 30.00 -10.84 -2.72 0.00 -83.87 0.00 83.87 1,242.26 621.13 1,161.73 581.73 2.00 -0.62 0.153 32.00 -10.36 -2.67 0.00 -78.42 0.00 78.42 1,224.62 612.31 1,128.80 565.24 2.27 -0.66 0.147 35.00 -9.95 -2.63 0.00 -70.40 0.00 70.40 880.73 440.37 812.28 406.74 2.70 -0.72 0.184 40.00 -9.56 -2.58 0.00 -57.25 0.00 57.25 858.17 429.09 762.68 381.91 3.50 -0.80 0.161 45.00 -6.65 -2.06 0.00 -44.34 0.00 44.34 834.92 417.46 714.00 357.53 4.39 -0.90 0.132 50.00 -6.30 -1.99 0.00 -34.04 0.00 34.04 810.98 405.49 666.32 333.66 5.37 -0.98 0.110 55.00 -5.96 -1.91 0.00 -24.08 0.00 24.08 784.22 392.11 618.03 309.47 6.43 -1.05 0.085 60.00 -2.67 -1.00 0.00 -14.53 0.00 14.53 751.15 375.58 566.77 283.80 7.56 -1.10 0.055 65.00 -2.39 -0.92 0.00 -9.51 0.00 9.51 718.09 359.04 517.73 259.25 8.73 -1.13 0.040 70.00 -2.13 -0.82 0.00 -4.92 0.00 4.92 685.02 342.51 470.90 235.80 9.93 -1.16 0.024 75.00 -2.08 -0.80 0.00 -0.80 0.00 0.80 651.96 325.98 426.30 213.47 11.15 -1.17 0.007 76.00 0.00 -0.76 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 11.40 -1.17 0.000 t Page: 16 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:0AA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -7.79 -2.74 0.00 -163.71 0.00 163.71 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.200 ' 5.00 -7.46 -2.75 0.00 -150.01 0.00 150.01 1,448.88 724.44 1,598.00 800.19 0.06 -0.10 0.193 10.00 -7.13 -2.75 0.00 -136.26 0.00 136.26 1,416.30 708.15 1,514.55 758.40 0.22 -0.21 0.185 15.00 -6.82 -2.74 0.00 -122.53 0.00 122.53 1,374.52 687.26 1,423.76 712.94 0.50 -0.31 0.177 20.00 -6.51 -2.71 0.00 -108.85 0.00 108.85 1,330.43 665.22 1,333.46 667.72 0.88 -0.41 0.168 25.00 -6.21 -2.68 0.00 -95.28 0.00 95.28 1,286.35 643.17 1,246.11 623.98 1.37 -0.51 0.158 30.00 -6.09 -2.67 0.00 -81.88 0.00 81.88 1,242.26 621.13 1,161.73 581.73 1.96 -0.61 0.146 32.00 -5.82 -2.62 0.00 -76.55 0.00 76.55 1,224.62 612.31 1,128.80 565.24 2.22 -0.65 0.140 35.00 -5.59 -2.57 0.00 -68.69 0.00 68.69 880.73 440.37 812.28 406.74 2.65 -0.70 0.175 40.00 -5.37 -2.52 0.00 -55.84 0.00 55.84 858.17 429.09 762.68 381.91 3.43 -0.78 0.152 45.00 -3.73 -2.01 0.00 -43.25 0.00 43.25 834.92 417.46 714.00 357.53 4.30 -0.88 0.125 50.00 -3.53 -1.94 0.00 -33.19 0.00 33.19 810.98 405.49 666.32 333.66 5.26 -0.96 0.104 55.00 -3.34 -1.86 0.00 -23.49 0.00 23.49 784.22 392.11 618.03 309.47 6.30 -1.02 0.080 60.00 -1.49 -0.98 0.00 -14.19 0.00 14.19 751.15 375.58 566.77 283.80 7.40 -1.07 0.052 65.00 -1.34 -0.90 0.00 -9.29 0.00 9.29 718.09 359.04 517.73 259.25 8.54 -1.11 0.038 70.00 -1.19 -0.80 0.00 -4.81 0.00 4.81 685.02 342.51 470.90 235.80 9.72 -1.13 0.022 75.00 -1.17 -0.79 0.00 -0.79 0.00 0.79 651.96 325.98 426.30 213.47 10.91 -1.14 0.005 76.00 0.00 -0.76 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 11.15 -1.14 0.000 lk Page: 17 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period(S s): 0.97 Spectral Response Acceleration at 1.0 Second Period(S i): 0.42 Importance Factor(I E): 1.00 _ Site Coefficient F a: 1.11 Site Coefficient F v 1.58 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.72 Desing Spectral Response Acceleration at 1.0 Second Period(S dl): 0.44 Period Based on Rayleigh Method(sec): 1.50 Redundancy Factor(p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 17 75.50 38 1.865 1.852 1.094 1.384 46 51 16 72.50 195 1.720 1.199 0.846 1.062 180 262 15 67.50 203 1.491 0.479 0.532 0.627 110 273 14 62.50 212 1.278 0.091 0.317 0.317 58 284 13 57.50 253 1.082 -0.080 0.176 0.126 28 340 12 52.50 261 0.902 -0.122 0.088 0.044 10 351 11 47.50 269 0.738 -0.098 0.038 0.043 10 362 10 42.50 290 0.591 -0.050 0.014 0.084 21 389 9 37.50 298 0.460 -0.002 0.006 0.130 34 400 8 33.50 363 0.367 0.028 0.008 0.154 48 488 7 31.00 152 0.314 0.042 0.011 0.161 21 205 6 27.50 388 0.247 0.056 0.017 0.162 55 522 5 22.50 399 0.166 0.067 0.028 0.153 53 536 4 17.50 410 0.100 0.071 0.037 0.139 49 551 3 12.50 421 0.051 0.071 0.042 0.125 46 566 2 7.50 432 0.018 0.063 0.037 0.105 39 581 1 2.50 398 0.002 0.032 0.018 0.054 19 535 Commscope CBC78- 76.00 24 1.890 1.980 1.140 1.442 30 32 GPS 76.00 10 1.890 1.980 1.140 1.442 13 13 Raycap DC6-48-60-18- 76.00 40 1.890 1.980 1.140 1.442 50 54 Ericsson Radio 22212 76.00 164 1.890 1.980 1.140 1.442 205 220 - Ericsson RRUS 32 B66 76.00 101 1.890 1.980 1.140 1.442 127 136 _ Ericsson RRUS 32 B2 76.00 106 1.890 1.980 1.140 1.442 133 142 Amphenol Antel BXA-8 76.00 46 1.890 1.980 1.140 1.442 58 62 3 Commscope JAHH- 76.00 321 1.890 1.980 1.140 1.442 401 431 Flat T-Arm 76.00 750 1.890 1.980 1.140 1.442 938 1,008 Powerwave LGP21401 60.00 85 1.178 -0.015 0.239 0.207 15 114 Raycap DC6-48-60-18- 60.00 19 1.178 -0.015 0.239 0.207 3 25 Raycap 006-48-60-18- 60.00 33 1.178 -0.015 0.239 0.207 6 44 Alcatel-Lucent RRH 2 60.00 157 1.178 -0.015 0.239 0.207 28 211 Nokia B66a RRH4x45( 60.00 170 1.178 -0.015 0.239 0.207 31 229 Alcatel-Lucent RRH4X 60.00 210 1.178 -0.015 0.239 0.207 38 282 Kathrein Scala 742 2 60.00 109 1.178 -0.015 0.239 0.207 20 147 KMW EPBQ-652L8H8 60.00 187 1.178 -0.015 0.239 0.207 34 252 Page: 18 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Alcatel-Lucent 3JR52 60.00 378 1.178 -0.015 0.239 0.207 68 508 Round Sector Frame 60.00 900 1.178 -0.015 0.239 0.207 161 1,209 Commscope CBC78- 45.00 12 0.663 -0.075 0.023 0.061 1 16 Raycap DC6-48-60-18- 45.00 20 0.663 -0.075 0.023 0.061 1 27 Ericsson Radio 22212 45.00 82 0.663 -0.075 0.023 0.061 4 110 Ericsson RRUS 32 B66 45.00 51 0.663 -0.075 0.023 0.061 3 B8 Ericsson RRUS 32 B2 45.00 53 0.663 -0.075 0.023 0.061 3 71 Amphenol Antel BXA-8 45.00 23 0.663 -0.075 0.023 0.061 1 31 Commscope JAHH- 45.00 160 0.663 -0.075 0.023 0.061 8 216 Flat Low Profile Pla 45.00 1,500 0.663 -0.075 0.023 0.061 79 2,015 10,696 45.485 20.771 16.140 20.406 3,282 14,370 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 17 75.50 38 1.865 1.852 1.094 1.384 46 29 16 72.50 195 1.720 1.199 0.846 1.062 180 148 15 67.50 203 1.491 0.479 0.532 0.627 110 154 14 62.50 212 1.278 0.091 0.317 0.317 58 160 13 57.50 253 1.082 -0.080 0.176 0.126 28 191 12 52.50 261 0.902 -0.122 0.088 0.044 10 198 11 47.50 269 0.738 -0.098 0.038 0.043 10 204 10 42.50 290 0.591 -0.050 0.014 0.084 21 219 9 37.50 298 0.460 -0.002 0.006 0.130 34 225 8 33.50 363 0.367 0.028 0.008 0.154 48 275 7 31.00 152 0.314 0.042 0.011 0.161 21 115 6 27.50 388 0.247 0.056 0.017 0.162 55 294 5 22.50 399 0.166 0.067 0.028 0.153 53 302 4 17.50 410 0.100 0.071 0.037 0.139 49 310 3 12.50 421 0.051 0.071 0.042 0.125 46 319 2 7.50 432 0.018 0.063 0.037 0.105 39 327 1 2.50 398 0.002 0.032 0.018 0.054 19 301 Commscope CBC78- 76.00 24 1.890 1.980 1.140 1.442 30 18 GPS 76.00 10 1.890 1.980 1.140 1.442 13 8 Raycap DC6-48-60-18- 76.00 40 1.890 1.980 1.140 1.442 50 30 Ericsson Radio 22212 76.00 164 1.890 1.980 1.140 1.442 205 124 Ericsson RRUS 32 B66 76.00 101 1.890 1.980 1.140 1.442 127 77 Ericsson RRUS 32 B2 76.00 106 1.890 1.980 1.140 1.442 133 80 Amphenol Antel BXA-8 76.00 46 1.890 1.980 1.140 1.442 58 35 Commscope JAHH- 76.00 321 1.890 1.980 1.140 1.442 401 243 Flat T-Arm 76.00 750 1.890 1.980 1.140 1.442 938 567 Powerwave LGP21401 60.00 85 1.178 -0.015 0.239 0.207 15 64 Raycap DC6-48-60-18- 60.00 19 1.178 -0.015 0.239 0.207 3 14 Raycap DC6-48-60-18- 60.00 33 1.178 -0.015 0.239 0.207 6 25 Alcatel-Lucent RRH 2 60.00 157 1.178 -0.015 0.239 0.207 28 119 4 Nokia B66a RRH4x45( 60.00 170 1.178 -0.015 0.239 0.207 31 129 Alcatel-Lucent RRH4X 60.00 210 1.178 -0.015 0.239 0.207 38 159 4 Kathrein Scala 742 2 60.00 109 1.178 -0.015 0.239 0.207 20 83 KMW EPBQ-652L8H8 60.00 187 1.178 -0.015 0.239 0.207 34 142 Alcatel-Lucent 3J R52 60.00 378 1.178 -0.015 0.239 0.207 68 286 Round Sector Frame 60.00 900 1.178 -0.015 0.239 0.207 161 681 Commscope CBC78- 45.00 12 0.663 -0.075 0.023 0.061 1 9 Raycap DC6-48-60-18- 45.00 20 0.663 -0.075 0.023 0.061 1 15 Ericsson Radio 22212 45.00 82 0.663 -0.075 0.023 0.061 4 62 Ericsson RRUS 32 B66 45.00 51 0.663 -0.075 0.023 0.061 3 38 Ericsson RRUS 32 B2 45.00 53 0.663 -0.075 0.023 0.061 3 40 Amphenol Antel BXA-8 45.00 23 0.663 -0.075 0.023 0.061 1 17 Commscope JAHH- 45.00 160 0.663 -0.075 0.023 0.061 8 121 Page: 19 ,Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS ' Flat Low Profile Pla 45.00 1,500 0.663 -0.075 0.023 0.061 79 1,135 10,696 45.485 20.771 16.140 20.406 3,282 8,091 411, # . Page: 20 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -13.83 -3.28 0.00 -223.53 0.00 223.53 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.275 5.00 -13.24 -3.27 0.00 -207.12 0.00 207.12 1,448.88 724.44 1,598.00 800.19 0.08 -0.14 0.268 10.00 -12.67 -3.26 0.00 -190.75 0.00 190.75 1,416.30 708.15 1,514.55 758.40 0.31 -0.29 0.260 15.00 -12.11 -3.24 0.00 -174.46 0.00 174.46 1,374.52 687.26 1,423.76 712.94 0.69 -0.44 0.254 20.00 -11.56 -3.21 0.00 -158.27 0.00 158.27 1,330.43 665.22 1,333.46 667.72 1.22 -0.58 0.246 25.00 -11.04 -3.18 0.00 -142.23 0.00 142.23 1,286.35 643.17 1,246.11 623.98 1.91 -0.73 0.237 30.00 -10.83 -3.17 0.00 -126.35 0.00 126.35 1,242.26 621.13 1,161.73 581.73 2.75 -0.87 0.226 32.00 -10.33 -3.13 0.00 -120.01 0.00 120.01 1,224.62 612.31 1,128.80 565.24 3.13 -0.93 0.221 35.00 -9.93 -3.11 0.00 -110.62 0.00 110.62 880.73 440.37 812.28 406.74 3.74 -1.02 0.283 40.00 -9.53 -3.10 0.00 -95.09 0.00 95.09 858.17 429.09 762.68 381.91 4.88 -1.15 0.260 45.00 -6.61 -2.95 0.00 -79.57 0.00 79.57 834.92 417.46 714.00 357.53 6.18 -1.32 0.231 50.00 -6.25 -2.95 0.00 -64.82 0.00 64.82 810.98 405.49 666.32 333.66 7.64 -1.47 0.202 55.00 -5.91 -2.92 0.00 -50.09 0.00 50.09 784.22 392.11 618.03 309.47 9.25 -1.60 0.169 60.00 -2.61 -2.37 0.00 -35.48 0.00 35.48 751.15 375.58 566.77 283.80 10.99 -1.72 0.129 65.00 -2.34 -2.25 0.00 -23.63 0.00 23.63 718.09 359.04 517.73 259.25 12.84 -1.81 0.094 70.00 -2.08 -2.07 0.00 -12.36 0.00 12.36 685.02 342.51 470.90 235.80 14.77 -1.87 0.056 75.00 -2.03 -2.02 0.00 -2.02 0.00 2.02 651.96 325.98 426.30 213.47 16.75 -1.90 0.013 76.00 0.00 -1.95 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 17.14 -1.90 0.000 4 A Page: 21 Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio _ 0.00 -7.79 -3.27 0.00 -219.34 0.00 219.34 1,480.76 740.38 1,682.84 842.67 0.00 0.00 0.266 - 5.00 -7.45 -3.25 0.00 -202.98 0.00 202.98 1,448.88 724.44 1,598.00 800.19 0.08 -0.14 0.259 10.00 -7.12 -3.22 0.00 -186.72 0.00 186.72 1,416.30 708.15 1,514.55 758.40 0.30 -0.28 0.251 15.00 -6.81 -3.19 0.00 -170.60 0.00 170.60 1,374.52 687.26 1,423.76 712.94 0.67 -0.43 0.244 20.00 -6.50 -3.15 0.00 -154.66 0.00 154.66 1,330.43 665.22 1,333.46 667.72 1.20 -0.57 0.237 25.00 -6.20 -3.11 0.00 -138.92 0.00 138.92 1,286.35 643.17 1,246.11 623.98 1.87 -0.71 0.227 30.00 -6.08 -3.09 0.00 -123.38 0.00 123.38 1,242.26 621.13 1,161.73 581.73 2.69 -0.85 0.217 32.00 -5.80 -3.05 0.00 -117.19 0.00 117.19 1,224.62 612.31 1,128.80 565.24 3.06 -0.91 0.212 35.00 -5.57 -3.02 0.00 -108.05 0.00 108.05 880.73 440.37 812.28 406.74 3.66 -0.99 0.272 40.00 -5.34 -3.01 0.00 -92.94 0.00 92.94 858.17 429.09 762.68 381.91 4.77 -1.13 0.250 45.00 -3.69 -2.88 0.00 -77.88 0.00 77.88 834.92 417.46 714.00 357.53 6.04 -1.29 0.222 50.00 -3.49 -2.87 0.00 -63.50 0.00 63.50 810.98 405.49 666.32 333.66 7.47 -1.44 0.195 55.00 -3.29 -2.84 0.00 -49.15 0.00 49.15 784.22 392.11 618.03 309.47 9.05 -1.57 0.163 60.00 -1.44 -2.33 0.00 -34.93 0.00 34.93 751.15 375.58 566.77 283.80 10.75 -1.68 0.125 65.00 -1.29 -2.22 0.00 -23.27 0.00 23.27 718.09 359.04 517.73 259.25 12.56 -1.77 0.092 70.00 -1.15 -2.04 0.00 -12.17 0.00 12.17 685.02 342.51 470.90 235.80 14.45 -1.83 0.053 75.00 -1.12 -1.99 0.00 -1.99 0.00 1.99 651.96 325.98 426.30 213.47 16.39 -1.86 0.011 76.00 0.00 -1.95 0.00 0.00 0.00 0.00 645.34 322.67 417.65 209.13 16.78 -1.86 0.000 i I Page: 22 1 'Site Number: 82805 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Tigard-99, OR Engineering Number:OAA710999_C3_01 9/8/2017 6:24:34 PM Customer: VERIZON WIRELESS Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D + 1.6W 11.45 0.00 12.79 0.00 0.00 609.25 0.00 0.73 0.9D+ 1.6W 11.44 0.00 9.59 0.00 0.00 603.78 0.00 0.72 1.2D + 1.0Di + 1.0Wi 1.19 0.00 37.04 0.00 0.00 70.27 0.00 0.11 (1.2 +0.2Sds) * DL+ E ELFM 2.75 0.00 13.83 0.00 0.00 166.59 0.00 0.21 (1.2 +0.2Sds) * DL+ E EMAM 3.28 0.00 13.83 0.00 0.00 223.53 35.00 0.28 (0.9-0.2Sds) * DL+ E ELFM 2.74 0.00 7.79 0.00 0.00 163.71 0.00 0.20 (0.9-0.2Sds) * DL+ E EMAM 3.27 0.00 7.79 0.00 0.00 219.34 35.00 0.27 1.0D + 1.0W 3.00 0.00 10.69 0.00 0.00 158.73 0.00 0.20 4 Ili Page: 23 Site Name: Tigard-99,OR Program Last Updated: 5/13/2014 Site Number: 82805 American Tower Corporation Engineer: Christophe.Quenum Engineering Number: Structural Date: 09/08/17 w Design Base Loads(Factored)-Analysis per TIA-222-G Standards I_I EI Ii- 1'1 Analyze or Design a Foundation? A c Foundation Mapped: Moment(M): :k-ft Shear/Leg(V): . k Axial Load (P): ^ k Uplift/Leg(U): 4 0 k Tower Type(GT/SST/MP): iet K (*Mk, "� �� Oft Diameter of Caisson(d): Caisson Embedment(L-h): 0 ftEngineerNotes Caisson Height Above Ground(h): I r ,5 ft Depth Below Ground Surface to Water Table(w): e ft Unit Weight of Concrete: f "',"'ir.if;pcf Unit Weight of Water: pcf Tension Skin Friction/Compression Skin Friction: -- Pullout Angle: `'; 0,,0 degrees ..y Soil Mechanical Properties Depth(ft) yso;i Cohesion 0 Ultimate Skin Ultimate Bearing Top Bottom (pcf) (psf) (degree) Friction(psf) Pressure(psf) 0 0 3.5 1 i Y 0 Y i s 8.0 16.0 2 r .' . ay;. ., . ,fid ,t 4 As w. �Y.Y ..%p �.; ,� v' a" `•s" . `erg • /Y #:Y Y' Y rsr ZY r !nYti.F M.Y.. .. a } Required Embedment: 12.0 ft-OK,Caisson Embedment Satisfactory Volume of Concrete: 304.3 ft3 = 11.3 yd3 Weight of Concrete(Buoyancy Effect Considered): 39.5 k Average Soil Unit Weight: 90.5 pcf Skin Friction Resistance: 46.3 k Compressive Bearing Resistance: 176.7 k Pullout Weight(Minus Concrete Weight): 198.9 k Nominal Uplift Capacity per Leg(4 T„): 64.4 k Nominal Compressive Capacity per Leg(4),P„): 167.3 k • Pu: 26.5 k - T„/OsTri0.00 Result: OK P /�ePo 0.16 Result: OK Total Lateral Resistance: 815.6 k Inflection Point(Below Ground Surface): 8.6 ft Design Overturning Moment At Inflection Point(MD): 714.0 k-ft Nominal Moment Capacity(4 M„): 1703.3 k-ft Mp/4$Mn: 0.42 Result: OK 0.75 0s: Caisson Strength Capacity Concrete Compressive Strength(Pc): Vertical Steel Rebar Size#: f Vertical Steel Rebar Area: 1.56 in2 #of Vertical Steel Rebars: Vertical Steel Rebar Yield Strength(Fy): 0 ksi Horizontal Tie/Stirrup Size#: s Horizontal Tie/Stirrup Area: 0.31 in2 Design Horizontal Tie/Stirrup Spacing: in Horizontal Tie/Stirrup Steel Yield Strength(Fy): ksi Rebar Cage Diameter: 52.0 in Strength Bending/Tension Reduction Factor(4%): 0.90 ACI318-05-9.3.2.1 _ Strength Shear Reduction Factor(0v): 0.75 ACI318-05-9.3.2.3 Strength Compression Reduction Factor(0v): 0.65 ACI318-05-9.3.2.2 Steel Elastic Modulus: 29000 ksi Design Moment(Ma): 617.2 k-ft Nominal Moment Capacity(+BM„): 2147.0 k-ft-ACI318-005-10.2 M„/SBMn: 0.29 Result: OK Design Shear(Vu): 105.6 k Nominal Shear Capacity(4vV„): 232.8 k-ACI318-05-11.3.1.1 or 11.5.7.2 Vu/OvVn: 0.45 Result: OK Design Tension(T„): 0.0 k Nominal Tension Capacity(4TT„): 1010.9 k-ACI318-05-10.2 T"/+TTn: 0.00 Result: OK Design Compression(P„): 26.5 k Nominal Compression Capacity(+1=1)n): 3724.4 k-ACI318-05-10.3.6.2 P„/OpPn: 0.01 Result: OK Bending Reinforcement Ratio: 0.007 ACI318-05-10.8.4&10.9.1 M„/0BM„+T„/4TTf: 0.29 Result: OK I- Design Factored Shear/Depth Design Factored Moment/Depth 0 200 400 600 800 -150 -100 -50 0 50 0 0 I I 1 I ' ' I I I I I 1 .1 -2 I r 1 2 II 1I 1 I I I 1 4- - -I -4 � r 1 - 4 r 1 1 1 1 -6 $ 1 1 $ _ 1 I I - 0 1 0. T - o I 1 1 1 1 + ----1 1- -1 -10 1- -1r + -10 1 - 1 I 1 1 I 1 I I 1 J L J -12 L ___J_________._ J -12 1 1 1 1 1 1 I 1 11 r ---� L 1 L -- J -14 - i -14 I I 1 I 1 I L 1 L J -16 ----- - - - -- - -16 Shear(k) Moment(k-ft) Nominal and Factored Moment Capacity and Factored Design Loads 0 1000 2000 3000 4000 5000 6000 T r 7 r • 1 10000 2,1._..i.1.1,Imr..... ._..i„1.1,Imr`y+s -J L J 8000 rr ' ti l A Pu&Mu ti 1 t t 1 .4*-.14. r 4 6000 1► •` • Tu&Mu a — — T s 4000 .o Q ` ' - - -Factored Envelope -,` ' 4. _.__-__ +__. _ ��-_._.__.__j t, ._ J 2000 I iI-' ... S I�' -----Nominal Envelope O-- ono SI°1 •orl": 1 1 _I. _.___ _...__... __. ______J-__ __.__ ____J_ ___ __ __. ._ ._ _ _.._ __J -2000 Moment(k-ft) t s Site Number: 82805 Last Updated: 9/1/2017 Site Name: Tigard-99,OR Job Number: Structural Engineer: Christophe.Quenum Date: 9/8/2017 Base Plate and Bolt Analysis Moment: t' �ek-ft Le / g: Shear 4. Compression/Leg: TIA-222 Code Revision(F/G): P `P's. , Anchor Bolts _ Anchor Bolt Arrangement: tt6drners Anchor Bolt Yield Strength: ' 7 ksi Monopole Shaft Diameter(Across Flats): :47.94 in Anchor Bolt Ultimate Strength: ksi Lower Monopole Thickness: in Anchor Bolt Diameter: in #of Sides of Pole: Anchor Bolt Circle: Monopole Shaft Yield Strength: ksi #of Anchor Bolts: r 4 Baseplate Diameter/Length: 0 Minimum Anchor Bolt Separation: 6 in Base Plate Thickness: ' / 75;in Additional Anchor Bolts Installed: Base Plate Yield Strength: � .,,,stj ksi Baseplate Detail Type: tet. 4 Include Plate Thickness Beyond Bolt Circle: Y s Stress Increase: I, 1 _ .1 Fillet Weld Size: ' t017in Weld Type(COP or F/F): %y;tir. Weld Strength: 47 nt.ksi Baseplate Flexural Capacity Baseplate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width(in) (k-in) (in') (k-in) (k) (in') (k) AA 26.00 701.8 49.1 2211.7 0.32 211.7 71.5 1930.2 0.11 BA 26.58 747.4 50.3 2261.4 0.33 211.7 73.1 1973.5 0.11 Anchor Bolt Capacity Area of Bolt: 3.25 in2 Inertia of Bolt: 0.84 in4 Total Bolt Inertia: 1992.6 in4 Maximum Bolt Tension: 205.3 k Maximum Bolt Compression: 211.7 k Bolt Shear: 2.9 k Tensile Bolt Capacity: 259.8 k Compressive Bolt Capacity: 259.8 k Shear Bolt Capacity: 140.3 k Interaction Equation: 0.84 Result: OK 4 Base Weld Capacity Force/Weld: 9.5 k/in Weld Capacity: 15.6 k/in Interaction Equation: 0.61 Result: OK