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Specifications
Approved plans shall be on job site. OFFICE COPY AMERICAN TOWER' CORPORATION • • Structural Analysis,Report CITY OF TIGARD Structure 97 ft Monopole • REVIEWED FOR CODE COMPLIANCE Approved; ]j ATC Site Name : PORQ SANDBURG OI : ATC Site Number : 414382 Permit#: o1y Address: 9 0p Engineering Number : 13719582_C3_07 Suite `c.,�,!�h� •l., Proposed Carrier : T-MOBILE Date: • Carrier Site Name : I-5 n& Hwy 217 Relo P001316D Carrier Site Number : P001317A Site Location : 6900 SW Sandburg St. Tigard, OR 97223-8008 45.42,-122.7483 County : Washington Expires: 1zi31izozz sip PROP Date : May 18, 2022 a�b�4' evt ���S%f Max Usage 84% Result : Pass 0 '4p",'v GO Prepared By: Reviewed By: OA?), 4�1b Tanner Putman "IN K- Structural Engineer Authorized by "FOR" -rpw& 20 May 2022 I I:00:56 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.a ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 2751B-919-468-0112 Office•919-466.5414 Fax-www.amerlcantower.com Eng.Number 13719582_C3_07 May 18,2022 AMERICAN TOWER" Page,2 Table of Contents Introduction 3 Supporting Documents 3 Analysis 3 Conclusion 3 Existing and Reserved Equipment 4 Equipment to be Removed 4 Proposed Equipment 4 Structure Usages 5 Foundations ; 5 Deflection and Sway* 5 Standard Conditions 6 Calculations Attached r, ATC Tower Services U.C-3500 Regency Parkway,Suite 100-Cary,NC 27518-919.468-0112 Office-919-466-5414 Fax-www.amerlcantower.com Eng.Number 13719582_C3_07 May 18,2022 AMERICAN TOWER` Page.3 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 97 ft Monopole to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Mapping by TMS Report#32815,dated October 15, 2015 Foundation Drawing Mapping by TPS Report#TPS-OR-382,dated October 10, 2015 Geotechnical Report Geotel Report#E15-478, dated October 13,2015 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 97 mph (3-second gust) Basic Wind Speed WI ice: 30 mph(3-second gust)w/1.50" 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 Crest Length(L): 0 ft Spectral Response: Ss=0.86,S,=0.39 Site Class: D-Stiff Soil-Default Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name,site number, and engineering number in the subject line for any questions. ATC Tower Services IJC•3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office•919.466-5414 Fax-www.americantower.com Eng. Number 13719582_C3_07 May 18, 2022 AMERICAN TOWER' Page.4 Existing and Reserved Equipment Elev.'(ft) Qty Equipment MountType Lines Carrier 2 Alcatel-Lucent 9500 MPR(ODU) 3 Ericsson Streetmacro 6701 3 Raycap DC6-48-60-18-8F(32.8 Ibs) 6 Ericsson RRU 2212-B66A w/o Fan (4)0.24"(6.1mm) 6 Ericsson Radio 2212 B5 w/fan Cat 5e 6 JMA Wireless MXO8FIT845-02 60.0 Sector Frame (6)1 5/8"Coax VERIZON WIRELESS 3 Ericsson Radio 8863 (3)1.49"(37.8mm) 3 Ericsson RRUS 32 B2 Hybrid 3 Commscope 54-90M-R1B 1 RFS SC2-190BB 3 CSS X7C-480 6 Ericsson Radio 2212 B13 _ Equipment to be Removed Elev.1(ft) Qty Equipment Mount Type Lines Cartier 95.9 6 Swedcom SP 9014-DIN Side Arm - SPRINT NEXTEL Proposed Equipment Elev.1(ft) Qty Equipment Mount Type Laces Carrier 2 Commscope HELIAX FiberFeed 12 RRU Pendant Connect Nokia AirScale Dual RRH 4T4R B12/71 240W 3 Triangular Platform with (2)1.99"(50.7mm) 94,0 AHLOA T-MOBILE Handrails Hybrid 3 Nokia AHFIG 3 Nokia AEHC 3 Commscope FFVV-65C-R3-V1 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-458-0112 Office-919-466-5414 Fax•www.americantower.com • Eng. Number 13719582_C3 07 May 18, 2022 AMERICAN TOWER' Page.5 Structure Usages Structural Component Controlling Pass/Fail Usage Anchor Bolts 84% Pass Shaft 56% Pass Base Plate 20% Pass Flanges 28% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment(Kips-Ft) 511.0 6% Axial (Kips) 21.5 9% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Sway Elevation Antenna Carrier Deflection (ft) (ft) (Rotation) (°) Commscope HELIAX FiberFeed 12 RRU Pendant Connect Nokia AirScale Dual RRH 4T4R 94.0 B12/71240W AHLOA T-MOBILE 0.579 0.750 Nokia AHFIG Nokia AEHC Commscope FFW-65C-R3-V1 60.0 RFSSC2-190BB VERIZON WIRELESS 0.227 0.360 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518.919-468-0112 Office-919466-S414 Fax-www.a mericantower.com Eng. Number 13719582 C3 07 May 18, 2022 ' AMERICAN TOWER' Page. 6 Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct.This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary,American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services IJA 3500 Regency Parkway,Suite 100-Cary,NC 27S1S-919-468-0112 Office-919-466-5414 Fax-www.americantower.com JOB INFORMATION Asset: 414382,PORO SANDBURG OR Height: 97.33 ft Client: T-MOBILE Base Width: 30 - Code: ANSUTIA-222-H Shape: Round SITE PARAMETERS Nominal Wind: 97 mph wind with no Ice Topo Category: 1 97-3"1506 Ice Wind: 30 mph wind with 1.5"radi Topo Method: Method 1 ^ Base Elev ire: 0.00 Taper: 0.0000001m) Topo Feature: 94.0 Structure Class: II Exposure: B 92- -� p 5,:0.681 5y:0.393 SECTION PROPERTIES Diameter(In) Overlap Steel Shaft Length Across Flats Thick Joint Length Grade 32'.5"1506 Section (ft) Top Bottom (In) Type (In) Shape (kap 9r32"Th i ck (36 KS1; 1 32.333 30.00 30.00 0.500 0.000 Round 36 2 32.500 30.00 30.00 0.375 Butt Joint 0.000 Round 36 3 32.497 13.50 13.50 0.288 Butt Joint 0.000 Round 38 DISCRETE APPURTENANCE Attach Force Elev(ft) Elev(it) Oty Description 64'-10' f- v 94.0 94.0 2 Commsoope HELIAX FiberFeed 12 ... _ 94.0 94.0 3 Nokia AirScale Dual RRH 4T4R B 60'-0" 044__ 94.0 94.0 3 Nokia AHFIG 94.0 94.0 3 Nokia AEHC 94.0 94.0 3 Commsoope FFVV-65C-R3-V1 92.0 92.0 1 Generic Flat Platform with Han 60.0 60.0 2 Alcatel-Lucent 9500 MPR(ODU) 60.0 60.0 3 Ericsson Streetmacro 6701 32'-6' 60.0 60.0 3 Raycap DC6-48-60-18-BF(32.8 lb 3/8"Thick 97-3'15)16 60.0 60.0 8 Ericsson Radio 2212 B13 (36 KSI) 60.0 60.0 8 Ericsson RRU 2212-B88A w/o Fan 60.0 80.0 6 Ericsson Radio 2212 85 w/fan 60.0 60.0 3 Ericsson Radio 8863 80.0 60.0 3 Ericsson RRUS 32 B2 60.0 60.0 3 CommscopeS4-90M-R1B 80.0 60.0 1 RFS SC2-190B8 60.0 60.0 3 CSS X7C-480 32-4 60.0 60.0 6 JMA Wireless MX08FIT845-02 60.0 60.0 3 Generic Flat Light Sector Fram LINEAR APPURTENANCE Elev Elev From(ft) To(ft) Description Exp To Wind 0.0 94.0 1.99"(50.7mm)Hybrid No 32'-4" 0.0 80.0 1.49"(37.8mm)Hybrid Yes 112" hick 0.0 60.0 1 5/8"Coax Yes (36 KSI( 0.0 60.0 0.24"(3.1mm)Cat 5e Yes 0.0 60.0 0.24"(6.1 mm)Cat 5e Yes LOAD CASES 1.2D+1.0W 97 mph wind with no Ice 0.9D+1.0W 97 mph wind with no ice 1.20+1.00i+1.0Wi 30 mph wind with 1.5"radial ice 1.2D+1.0Ev+1.0Eh Seismic 0'0" t ( iv 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) 1.0D+1.0W 60 mph Wind with No Ice REACTIONS Moment Shear Axial Load Case IMP-ft) (KIP) (Kip) 1.2D+1.0W 511.00 8.08 21.50 0.90+1.0W 507.15 8.05 16.12 1.20+1.00i+1.0Wi 76.12 1.19 35.48 C 2007-2020 by ATC LLC.All rights reserved. Page 1 of 2 Model ID:71405 Scenario:218078 5/18/2022 12:49:00 JOB INFORMATION Asset: 414382,PORQ SANDBURG OR Height: 97.33 ft Client: T-MOBILE Base Width: 30 Code: ANSI/TIA-222-H Shape: Round REACTIONS Moment Shear Axial Load Case (kip-ft) (KIp) (Kip) 1.2D+1.0Ev+1.0Eh 282.14 3.74 22.83 0.9D-1.0Ev+1.0Eh 277.92 3.73 13.01 1.00+1.0W 178.97 2.79 17.93 DISH DEFLECTIONS Attach Deflection Rotation Load Case Elev(ft) (In) (deg) 1.0D+1.0W 80.00 2.720 0.363 69 2007-2020 by ATC LW.All rights reserved. Page 2 012 Model ID:71405 Scenario:218078 5/18/2022 12:49:00 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3_07 ANALYSIS PARAMETERS Location: Washington County,OR Height: 97.33 ft Type and Shape: Stepped,Round Base Diameter: 30.00 in Manufacturer: Undetermined Top Diameter: 13.50 in Ka(non-service): 0.95 Taper: 0.0000 in/ft Ko: 0.99 Rotation: 0.000° ICE&WIND PARAMETERS Exposure Category: B Design Wind Sp eed peed w/o Ice: 97 mph Risk Category: II Design Wind Speed wAce: 30 mph Topo Factor Procedure: Method 1 Operational Wind Speed: 80 mph Topographic Category: 1 Design Ice Thickness: 1.50 in Crest Height: 0 ft HMSL: 207.00 ft SEISMIC PARAMETERS Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.60 Ti_(sec): 16 P: 1 C.; 0.208 S.: 0.881 Si: 0.393 C.Max: 0.208 F., 1.200 F. 1.907 C.Min: 0.030 Sa., 0.689 Set, 0.500 LOAD CASES 1.2D+1.0W 97 mph wind with no ice 0.9D+1.0W 97 mph wind with no ice 1.2D+1.0DI+1.OWi 30 mph wind with 1.5"radial ice 1.2D+1.0Ev+1.0Eh Seismic 0.9D-1.0Ev+1.OEh Seismic(Reduced DL) - 1.0D+1.0W 80 mph Wind with No Ice 0200 7-2020 byATC LW.All rights reserved. Page 1 of 10 Model Id:71405 9cenarto Id:218078 5/18/202212:49:03 ASSET: 414382,PORO SANDBURG OR CODE: ANSIITIA-222-H CUSTOMER: T•MOBILE ENG NO: 13719582_C3_07 - SHAFT SECTION PROPERTIES Bottom Top - Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/t DR Dia Elev Area Ix WA DA Taper Info (ft) (in) (ksi) Type len(in) (Ib) (in) (ft) (in2) (In4) Ratio Ratio (in) (in) (in2) (In4) Ratio Ratio (Mt) 1-R 32.33 0.5000 36 0.00 5,098 30.00 -0.003 46.34 5,044.6 0.00 60.00 30.00 32.33 48.34 5,044.6 0.00 60.00 0.0000 2-R 32.50 0.3750 38 Butt 0.00 3,880 30.00 32.330 34.90 3,831.8 0.00 80.00 30.00 64.83 34.90 3,831.8 0.00 80.00 0.0000 3-R 32.50 0.2875 36 Butt 0.00 1,320 13.50 64.833 11.93 260.6 0.00 46.98 13.50 97.33 11.93 260.6 0.00 46.96 0.0000 Shaft Weight 10,278 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) (aft Factor 94.00 Nokia AEHC 3 0.75 0.000 103.60 8.644 0.82 251.28 8.529 0.62 94.00 Nokia AHFIG 3 0.75 0.000 79.40 3.082 0.66 154.38 4.249 0.86 94.00 Nokia AirScale Dual HRH 4T4R B 3 0.75 0.000 83.60 2.218 0.50 144.64 3.189 0.50 94.00 Commscope HELIAX FiberFeed 12 2 0.75 0.000 20.00 0.944 0.50 47.33 1.626 0.50 94.00 Commscope FFVV-65C-R3-V1 3 0.75 0.000 124.60 21.113 0.63 519.47 24.668 0.63 92.00 Generic Flat Platform with Han 1 1.00 0.000 2500.00 42.400 1.00 4193.34 62.391 1.00 60.00 Ericsson RRUS 32 B2 3 0.80 0.000 53.00 2.743 0.50 119.96 3.808 0.50 60.00 Commacope 64-90M-R1 B 3 0.80 0.000 18.80 3.400 0.83 87.02 4.642 0.63 60.00 RFS SC2-190BB 1 1.00 0.000 20.00 4.796 1.00 110.90 5.970 1.00 60.00 CSS X7C•480 3 0.80 0.000 20.00 5.580 0.78 137.49 7.348 0.78 60.00 JMA Wireless MX08FIT845-02 8 0.80 0.000 55.00 14.024 0.86 342.45 17.404 0.88 60.00 Generic Flat Light Sector Fram 3 0.75 0.000 400.00 17.900 0.87 874.00 31.637 0.67 60.00 Ericsson Radio 8863 3 0.80 0.000 52.00 1.980 0.50 97.84 2.821 0.50 60.00 Ericsson Radio 2212 B13 6 0.80 0.000 42.80 1.656 0.50 88.98 2.875 0.50 60.00 Ericsson Radio 2212 B5 w/fan 6 0.80 0.000 44.10 1.856 0.50 90.25 2.675 0.50 60.00 Ericsson RRU 2212-B66A w/o Fan 6 0.80 0.000 37.50 1.856 0.50 81.10 2.675 0.50 60.00 Raycap DC6-48-80-18-8F(32.8 lb 3 0.80 0.000 32.80 1.470 0.50 88.97 2.106 0.50 60.00 Alcatel-Lucent 9500 MPR(ODU) 2 0.80 0.000 13.20 1.064 0.50 40.09 1.686 0.50 60.00 Ericsson Streetrnacro 6701 3 0.80 0.000 29.00 1.354 0.50 63.47 2.134 0.50 Totals Num Loadings:19 83 6,853.80 15,111.32 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth(deg): 45.00_ Dist Elev Elev Coax Coax Max Dist Dist From From To Dia Wt Coax/ Between Between Azimuth Face Exposed (ft) (ft) Oty Description (in) (Ib/ft) Flat Row Rows(in) Cols(in) (deg) (in) To Wind Carrier 0.00 94.00 2 1.99"(50.7mm)Hybrid 1.99 1.9 N 0 0 0 0 0 N T-MOBILE 0.00 80.00 6 1 5/8"Coax 1.98 0.82 N 4 1 1 45 1 Y VERIZON WIREL 0.00 60.00 3 1.49"(37.8mm)Hybrid 1.49 1.87 N 3 1 1 30 2.5 Y VERIZON WIREL 0.00 60.00 3 0.24"(6.1mm)Cat 5e 0.24 0.03 N 1 1 1 45 4 Y VERIZON WIREL 0.00 60.00 1 0.24"(8.1mm)Cat 5e 0.24 0.03 N 1 1 1 45 4 Y VERIZON WIREL 52007-2020 by ATC LW.All rights reserved. Page 2 of 10 Model Id:71405 Scenerlo Id:218078 5118/2022 12:49:0.9 ASSET: 414382,PORO SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719562_C3_07 SEGMENT PROPERTIES (Max Len: Sit) Seg Top Description Thick Flat Dia Area Ix Wit D/t F'y S Z Weight Elev(ft) (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (In3) (lb) 0.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 38 336.3 435.2 0.0 5.00 0.5000 30.000 48.338 5,044.60 0.00 80.00 36 336.3 435.2 788.4 10.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 36 336.3 435.2 788.4 15.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 36 336.3 435.2 788.4 20.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 36 336.3 435.2 788.4 25.00 0.5000 30.000 48.338 5,044.80 0.00 80.00 38 336.3 435.2 788.4 30.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 36 336.3 435.2 788.4 32.33 Top-Section 1 0.5000 30.000 48.338 5,044.60 0.00 80.00 38 338.3 435.2 387.9 32.33 Bot-Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 38 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 316.7 40.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 38 255.5 329.1 593.8 45.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 593.8 50.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 593.8 55.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 593.8 60.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 593.8 84.83 Top-Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 36 255.5 329.1 574.0 64.83 Bot-Section 3 0.2875 13.500 11.934 280.60 0.00 46.96 38 38.6 50.2 65.00 0.2875 13.500 11.934 260.60 0.00 48.98 36 38.6 50.2 6.8 70.00 0.2875 13.500 11.934 260.60 0.00 46.96 36 38.6 50.2 203.0 75.00 0.2875 13.500 11.934 280.60 0.00 46.96 38 38.6 50.2 203.0 80.00 0.2875 13.500 11,934 260.60 0.00 46.98 38 38.6 50.2 203.0 85.00 0.2875 13.500 11.934 260.60 0.00 48.96 36 38.8 50.2 203.0 90.00 0.2875 13.500 11.934 260.60 0.00 46.96 36 38.6 50.2 203.0 92.00 0.2875 13.500 11.934 260.60 0.00 46.96 36 38.6 50.2 81.2 94.00 0.2875 13.500 11.934 260.60 0.00 46.98 36 38.8 50.2 81.2 95.00 0.2875 13.500 11.934 260.60 0.00 46.96 36 36.6 50.2 40.8 97.33 0.2875 13.500 11.934 260.60 0.00 46.96 36 38.8 50.2 94.6 Totals: 10,277.4 02007-2020 by ATC LLC.All rights reserved. Page 3 of 10 Model Id:71405 Scenario Id:218078 5/18/2022 12:48:03 ASSET: 414382,PORO SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_03_07 - Load Case:1.20+1.OW 97 mph wind with no ice 22 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 -21.50 -8.06 0.00 -511.0 0.00 511.00 1,501.37 450.41 1,168.18 1,160.39 0 0 0.455 5.00 -20.45 -7.90 0.00 -470.7 0.00 470.71 1,501.37 450.41 1,168.18 1,180.39 0.07 -0.14 0.420 10.00 -19.40 -7.74 0.00 -431.2 0.00 431.19 1,501.37 450.41 1,168.18 1,160.39 0.29 -0.27 0.385 15.00 -18.38 -7.57 0.00 -392.5 0.00 392.50 1,501.37 450.41 1,168.18 1,160.39 0.83 -0.38 0.351 20.00 -17.31 -7.39 0.00 -354.7 0.00 354.67 1,501.37 450.41 1,168.18 1,160.39 1.08 -0.49 0.317 25.00 -18.27 -7.20 0.00 -317.7 0.00 317.74 1,501.37 450.41 1,188.18 1,160.39 1.65 -0.58 0.285 30.00 -15.23 -7.06 0.00 -281.8 0.00 281.75 1,501.37 450.41 1,188.18 1,160.39 2.3 -0.67 0.253 32.33 -14.75 -8.96 0.00 -265.3 0.00 285.29 1,501.37 450.41 1,168.18 1,180.39 2.64 -0.7 0.239 32.33 -14.75 -6.96 0.00 -265.3 0.00 265.29 1,130.80 339.24 883.58 833.48 2.64 -0.7 0.332 35.00 -14.32 -6.80 0.00 -248.7 0.00 246.74 1,130.80 339.24 883.58 833.48 3.04 -0.74 0.309 40.00 -13.51 -8.59 0.00 -212.7 0.00 212.73 1,130.80 339.24 883.58 833.48 3.86 -0.83 0.268 45.00 -12.71 -8.37 0.00 -179.8 0.00 179.78 1,130.80 339.24 883.58 833.48 4.77 -0.9 0.227 50.00 -11.91 -6.13 0.00 -148.0 0.00 147.95 1,130.80 339.24 883.58 833.48 5.74 -0.96 0.188 55.00 -11.11 -5.88 0.00 -117.3 0.00 117.30 1,130.80 339.24 883.58 833.48 6.77 -1.01 0.151 80.00 -6.83 -2.87 0.00 -87.9 0.00 87.86 1,130.80 339.24 883.58 833.48 7.85 -1.05 0.112 64.83 -8.12 -2.78 0.00 -74.0 0.00 74.01 1,130.80 339.24 883.58 833.48 8.93 -1.08 0.094 64.83 -8.12 -2.78 0.00 -74.0 0.00 74.01 386.65 115.99 134.74 135.53 8.93 -1.08 0.582 85.00 -6.11 -2.78 0.00 -73.5 0.00 73.54 386.85 115.99 134.74 135.53 8.97 -1.08 0.559 70.00 -5.83 -2.71 0.00 -59.8 0.00 59.75 386.65 115.99 134.74 135.53 10.29 -1.44 0.456 75.00 -5.55 -2.85 0.00 -46.2 0.00 46.19 388.85 115.99 134.74 135.53 11.96 -1.73 0.356 80.00 -5.28 -2.58 0.00 -32.9 0.00 32.93 388.65 115.99 134.74 135.53 13.89 -1.95 0.257 85.00 -5.01 -2.50 0.00 -20.0 0.00 20.02 386.65 115.99 134.74 135.53 18.01 -2.09 0.161 90.00 -4.74 -2.44 0.00 -7.5 0.00 7.50 386.65 115.99 134.74 135.53 18.25 -2.17 0.068 92.00 -1.88 -1.27 0.00 -2.8 0.00 2.82 386.65 115.99 134.74 135.53 19.16 -2.18 0.024 94.00 -0.16 -0.04 0.00 -0.1 0.00 0.08 388.65 115.99 134.74 135.53 20.07 -2.18 0.001 95.00 -0.11 -0.02 0.00 -0.0 0.00 0.04 386.65 115.99 134.74 135.53 20.52 -2.18 0.001 97.33 0.00 -0.01 0.00 0.0 0.00 0.00 386.65 115.99 134.74 135.53 21.59 -2.18 0.000 02007.2020 byATC LLC.All rights reserved. Page 4 of 10 Model Id:71405 Scenario Id:218078 5/18/2022 12:49:03 ASSET: 414382,PORO SANDBURG OR CODE: ANSVTIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3_07 ' Load Case:0.9D+1.0W 97 mph wind with no ice 22 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 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 -16.12 -8.05 0.00 -507.2 0.00 507.15 1,501.37 450.41 1,168.18 1,160.39 0 0 0.448 5.00 -15.33 -7.88 0.00 -466.9 0.00 486.89 1,501.37 450.41 1,168.18 1,160.39 0.07 -0.14 0.413 10.00 -14.54 -7.71 0.00 -427.5 0.00 427.47 1,501.37 450.41 1,168.18 1,160.39 0.29 -0.28 0.378 15.00 -13.75 -7.53 0.00 -388.9 0.00 388.92 1,501.37 450.41 1,168.18 1,160.39 0.62 -0.38 0.345 20.00 -12.97 -7.34 0.00 -351.3 0.00 351.27 1,501.37 450.41 1,168.18 1,160.39 1.08 -0.48 0.312 25.00 -12.19 -7.15 0.00 -314.6 0.00 314.55 1,501.37 450.41 1,168.18 1,160.39 1.63 -0.58 0.279 30.00 -11.41 -7.01 0.00 -278.8 0.00 278.79 1,501.37 450.41 1,168.18 1,160.39 2.28 -0.68 0.248 32.33 -11.04 -6.91 0.00 -262.4 0.00 282.43 1,501.37 450.41 1,168.18 1,160.39 2.61 -0.7 0.234 32.33 -11.04 -6.91 0.00 -262.4 0.00 262.43 1,130.80 339.24 883.58 833.48 2.61 -0.7 0.325 35.00 -10.72 -6.75 0.00 -244.0 0.00 244.01 1,130.80 339.24 883.58 833.48 3.01 -0.73 0.303 40.00 -10.11 -6.54 0.00 -210.3 0.00 210.28 1,130.80 339.24 883.58 833.48 3.63 -0.82 0.262 45.00 -9.51 -6.31 0.00 -177.6 0.00 177.57 1,130.80 339.24 883.58 833.48 4.72 -0.89 0.222 50.00 -8.91 -6.08 0.00 -148.0 0.00 148.01 1,130.80 339.24 883.58 833.48 5.69 -0.95 0.183 55.00 -8.31 -5.83 0.00 -115.6 0.00 115.62 1,130.80 339.24 883.58 833.48 6.71 -1 0.148 60.00 -5.11 -2.84 0.00 -86.5 0.00 86.46 1,130.80 339.24 883.58 833.48 7.78 -1.04 0.108 64.83 -4.58 -2.75 0.00 -72.8 0.00 72.75 1,130.80 339.24 883.58 833.48 8.84 -1.07 0.091 64.83 -4.58 -2.75 0.00 -72.8 0.00 72.75 388.65 115.99 134.74 135.53 8.84 -1.07 0.549 65.00 -4.57 -2.72 0.00 -72.3 0.00 72.29 386.65 115.99 134.74 135.53 8.88 -1.07 0.546 70.00 -4.35 -2.67 0.00 -58.7 0.00 58.87 386.65 115.99 134.74 135.53 10.19 -1.42 0.445 75.00 -4.14 -2.61 0.00 -45.3 0.00 45.32 388.65 115.99 134.74 135.53 11.84 -1.71 0.346 80.00 -3.94 -2.53 0.00 -32.3 0.00 32.30 388.65 115.99 134.74 135.53 13.74 -1.92 0.249 85.00 -3.74 -2.45 0.00 -19.6 0.00 19.63 386.85 115.99 134.74 135.53 15.83 -2.06 0.155 90.00 -3.54 -2.39 0.00 -7.4 0.00 7.37 386.65 115.99 134.74 135.53 18.04 -2.13 0.064 92.00 -1.25 -1.25 0.00 -2.8 0.00 2.58 388.65 115.99 134.74 135.53 18.93 -2.15 0.022 94.00 -0.12 -0.04 0.00 -0.1 0.00 0.08 386.85 115.99 134.74 135.53 19.83 -2.15 0.001 95.00 -0.08 -0.02 0.00 -0.0 0.00 0.04 386.65 115.99 134.74 135.53 20.28 -2.15 0.001 97.33 0.00 -0.01 0.00 0.0 0.00 0.00 386.65 115.99 134.74 135.53 21.33 -2.15 0.000 02007-2020 byATC LW.All rights reserved. Page 5 of 10 Model Id:71405 Scenario Id:218078 5/18/2022 12:49:03 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3_07 - Load Case:1.2D+1.0Di+1.0Wi 30 mph wind with 1.5'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 Sag 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) (tt-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -35.46 -1.19 0.00 -76.1 0.00 76.12 1,501,37 450.41 1,168.18 1,160.39 0 0 0.089 5.00 -34.05 -1.17 0.00 -70.2 0.00 70.17 1,501.37 450.41 1,168.18 1,160.39 0.01 -0.02 0.083 10.00 -32.61 -1.15 0.00 -84.3 0.00 64.32 1,501.37 450.41 1,168.18 1,160.39 0.04 -0.04 0.077 15.00 -31.15 -1.13 0.00 -58.6 0.00 58.57 1,501.37 450.41 1,168.18 1,160.39 0.09 -0.06 0.071 20.00 -29.67 -1.10 0.00 -52.9 0.00 52.94 1,501.37 450.41 1,188.18 1,160.39 0.16 -0.07 0.085 25.00 -28.18 -1.07 0.00 -47.4 0.00 47.44 1,501.37 450.41 1,168.18 1,160.39 0.25 -0.09 0.060 30.00 -26.68 -1.05 0.00 -42.1 0.00 42.07 1,501.37 450.41 1,168.18 1,160.39 0.34 -0.1 0.054 32.33 -25.98 -1.04 0.00 -39.6 0.00 39.62 1,501.37 450.41 1,168.18 1,160.39 0.39 -0.1 0.051 32.33 -25.98 -1.04 0.00 -39.8 0.00 39.82 1,130.80 339.24 883.58 833.48 0.39 -0.1 0.071 35.00 -25.30 -1.02 0.00 -38.8 0.00 38.85 1,130.80 339.24 883.58 833.48 0.45 -0.11 0.067 40.00 -24.02 -0.98 0.00 -31.8 0.00 31.77 1,130.80 339.24 883.58 833.48 0.58 -0.12 0.059 45.00 -22.74 -0.95 0.00 -26.9 0.00 28.88 1,130.80 339.24 883.58 833.48 0.71 -0.13 0.052 50.00 -21.44 -0.91 0.00 -22.1 0.00 22.11 1,130.80 339.24 883.58 833.48 0.86 -0.14 0.045 55.00 -20.15 -0.87 0.00 -17.6 0.00 17.55 1,130.80 339.24 883.58 833.48 1.01 -0.15 0.039 80.00 -11.38 -0.45 0.00 -13.2 0.00 13.18 1,130.80 339.24 883.58 833.48 1.17 -0.18 0.026 64.83 -10.37 -0.43 0.00 -11.0 0.00 11.02 1,130.80 339.24 883.58 833.48 1.33 -0.18 0.022 64.83 -10.37 -0.43 0.00 -11.0 0.00 11.02 386.65 115.99 134.74 135.53 1.33 -0.16 0.108 65.00 -10.36 -0.42 0.00 -11.0 0.00 10.95 386.65 115.99 134.74 135.53 1.34 -0.16 0.108 70.00 -9.94 -0.41 0.00 -8.8 0.00 8.84 388.65 115.99 134.74 135.53 1.54 -0.21 0.091 75.00 -9.53 -0.40 0.00 -6.8 0.00 6.78 386.65 115.99 134.74 135.53 1.78 -0.26 0.075 80.00 -9.11 -0.38 0.00 -4.8 0.00 4.79 388.65 115.99 134.74 135.53 2.07 -0.29 0.059 85.00 -8.69 -0.36 0.00 -2.9 0.00 2.88 386.65 115.99 134.74 135.53 2.39 -0.31 0.044 90.00 -8.27 -0.35 0.00 -1.1 0.00 1.06 386.65 115.99 134.74 135.53 2.72 -0.32 0.029 92.00 -3.67 -0.17 0.00 -0.4 0.00 0,37 386.65 115.99 134.74 135.53 2.85 -0.32 0.012 94.00 -0.27 -0.01 0.00 -0.0 0.00 0.02 386.65 115.99 134.74 135.53 2.99 -0.32 0.001 95.00 -0.19 -0.01 0.00 -0.0 0.00 0.01 386.65 115.99 134.74 135.53 3.05 -0.32 0.001 97.33 0.00 0.00 0.00 0.0 0.00 0.00 388.65 115.99 134.74 135.53 3.21 -0.32 0.000 02007-2020 byATC LW.All rights reserved. Page 6 0f 10 Model Id:71405 Scenario Id:218078 5/18/2022 12:48,03 ASSET: 414382,PORO SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719592_C3_07 - Load Case:1.0D+1.0W 60 mph Wind with No Ice 21 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) (Ides) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.93 -2.79 0.00 -177.0 0.00 176.97 1,501.37 450.41 1,168.18 1,180,39 0 0 0.184 5.00 -17.06 -2.74 0.00 -183.0 0.00 163,01 1,501,37 450.41 1,188.18 1,160.39 0.03 -0.05 0.152 10.00 -16.20 -2.88 0.00 -149.3 0.00 149.33 1,501.37 450.41 1,168.18 1,160.39 0.1 -0.09 0.140 15.00 -15.34 -2.62 0.00 -135.9 0.00 135.94 1,501.37 450.41 1,168.18 1,180.39 0.22 -0.13 0.127 20.00 -14.48 -2.55 0.00 -122.8 0.00 122.85 1,501.37 450.41 1,188.18 1,160.39 0.38 -0.17 0.116 25.00 -13.82 -2.49 0.00 -110.1 0.00 110.07 1,501.37 450.41 1,188.18 1,160.39 0.57 -0.2 0.104 30.00 -12.75 -2.44 0.00 -97.6 0.00 97,62 1,501.37 450.41 1,188.18 1,150.39 0.8 -0.23 0.093 32.33 -12.35 -2.41 0.00 -91.9 0.00 91,93 1,501.37 450.41 1,188.18 1,160.39 0.91 -0.24 0.087 32.33 -12.35 -2.41 0.00 -91.9 0.00 91.93 1,130.80 339.24 883.5E 833.48 0.91 -0,24 0.121 35.00 -12.00 -2.35 0.00 -85.5 0.00 85.51 1,130.80 339.24 883.58 833.48 1.05 -0.28 0.113 40.00 -11.33 -2.28 0.00 -73.8 0.00 73.75 1,130.80 339.24 883.58 833.48 1.34 -0.29 0.099 45.00 -10.88 -2.20 0.00 -82.3 0.00 82.34 1,130,80 339.24 883.58 833.48 1.85 -0.31 0.084 50.00 -10.00 -2.12 0.00 -51.3 0.00 51.33 1,130.80 339.24 883.58 833.48 1.99 -0.33 0.070 55.00 -9.33 -2.04 0.00 -40.7 0.00 40.71 1,130.80 339.24 883.58 833.48 2.35 -0.35 0.057 60.00 -5.73 -1.01 0.00 -30.5 0.00 30.52 1,130.80 339.24 883.58 833.48 2.72 -0.36 0.042 84.83 -5.14 -0.98 0.00 -25.8 0.00 25.63 1,130.80 339.24 883.58 833.48 3.09 -0.37 0.035 84.83 -5.14 -0.98 0.00 -25.6 0.00 25.83 388.65 115.99 134.74 135.53 3.09 -0.37 0.202 65.00 -5.13 -0.97 0.00 -25.5 0.00 25.47 386.65 115.99 134.74 135.53 3.11 -0.37 0.201 70.00 -4.91 -0.95 0.00 -20.6 0.00 20.62 388.65 115.99 134.74 135.53 3.57 -0.5 0.165 75.00 -4.88 -0.92 0.00 -15.9 0.00 15.89 386.65 115.99 134.74 135.53 4.14 -0.6 0.129 80.00 -4.46 -0.89 0.00 -11.3 0.00 11.30 366.65 115.99 134.74 135.53 4.81 -0.67 0.095 85.00 -4.24 -0.88 0.00 -6.8 0.00 6.85 388.85 115.99 134.74 135.53 5.54 -0.72 0.062 90.00 -4.02 -0.83 0.00 -2.6 0.00 2.57 386.65 115.99 134.74 135.53 8.32 -0.75 0.029 92.00 -1.43 -0.44 0.00 -0.9 0.00 0.90 388.85 115.99 134.74 135.53 6.83 -0.75 0.010 94.00 -0.14 -0.02 0.00 -0.0 0.00 0.03 386.85 115.99 134.74 135.53 6.95 -0.75 0.001 95.00 -0.09 -0.01 0.00 -0.0 0.00 0.02 386.65 115.99 134.74 135.53 7.1 -0.75 0.000 97.33 0.00 -0.01 0.00 0.0 0.00 0.00 386,65 115.99 134.74 135.53 7.47 -0.75 0.000 02007-2020 byATC U.C.All rights reserved. Page 7 of 10 Model Id:71405 Scenario Id:218076 5/18/2022 12:49:03 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3_07 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period(Ss): 0.861 Spectral Response Acceleration at 1.0 Second Period(Si): 0.393 Long-Period Transition Period(Ti.-Seconds): 16 Importance Factor(I,): 1.000 Site Coefficient F. 1.200 Site Coefficient Fy: 1.907 Response Modification Coefficient(R): 1.500 Design Spectral Response Acceleration at Short Period(S,,,): 0.689 Design Spectral Response Acceleration at 1.0 Second Period(SA: 0.500 Seismic Response Coefficient(C,): 0.208 Upper Limit Cs: 0.208 Lower Limit Cs: 0.030 Period based on Rayleigh Method(sec): 1.600 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1.550 Total Unfactored Dead Load: 17.930 k Seismic Base Shear(E): 3.730 k 1.2D+1.0Ev+1.0Eh Seismic 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) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -22.83 -3.74 0.00 -282.14 0.00 282.14 1,501.37 450.41 1,188 1,160.39 0.00 0.00 0.26 5.00 -21.67 -3.76 0.00 -263.45 0.00 263.45 1,501.37 450.41 1,188 1,160.39 0.04 -0.08 0.24- 10.00 -20.52 -3.76 0.00 -244.66 0.00 244.86 1,501.37 450.41 1,168 1,160.39 0.18 -0.15 0.23 15.00 -19.36 -3.75 0.00 -225.84 0.00 225.84 1,501.37 450.41 1,188 1,160.39 0.35 -0.21 0.21 20.00 -18.21 -3.72 0.00 -207.07 0.00 207.07 1,501.37 450.41 1,188 1,160.39 0.61 -0.28 0.19 25.00 -17.05 -3.68 0.00 -188.45 0.00 188.45 1,501.37 450.41 1,168 1,160.39 0.93 -0.33 0.17- 30.00 -16.51 -3.85 0.00 -170.08 0.00 170.08 1,501.37 450.41 1,168 1,160.39 1.30 -0.38 0.18 32.33 -16.04 -3.62 0.00 -161.58 0.00 161.56 1,190.80 339.24 884 633.48 1.49 -0.40 0.21 32.33 -16.04 -3.62 0.00 -161.58 0.00 181.58 1,501.37 450.41 1,168 1,160.39 1.49 -0.40 0.15 35.00 -15.14 -3.55 0.00 -151.91 0.00 151.91 1,130.80 339.24 884 833.48 1.73 -0.43 0.20 40.00 -14.25 -3.47 0.00 -134.15 0.00 134.15 1,130.80 339.24 864 833.48 2.20 -0.48 0.17 45.00 -13.36 -3.37 0.00 -116.91 0.00 116.81 1,130.80 339.24 884 833.48 2.73 -0.53 0.15 50.00 -12.47 -3.24 0.00 -99.98 0.00 99.98 1,130.80 339.24 884 839.48 3.31 -0.57 0.13 55.00 -11.57 -3.10 0.00 -83.77 0.00 83.77 1,130.80 339.24 884 833.48 3.92 -0.80 0.11 60.00 -8.86 -2.24 0.00 -88.28 0.00 68.28 1,130.80 339.24 884 833.48 4.57 -0.63 0.09 64.83 -6.85 -2.24 0.00 -57.43 0.00 57.43 386.65 115.99 135 135.53 5.22 -0.65 0.44 84.83 -6.85 -2.24 0.00 -57.43 0.00 57.43 1,130.80 339.24 884 833.48 5.22 -0.65 0.08 65.00 -6.55 -2.20 0.00 -57.06 0.00 57.06 386.65 115.99 135 135.53 5.24 -0.85 0.44 70.00 -6.24 -2.15 0.00 -48.08 0.00 46.08 386.65 115.99 135 135.53 6.08 -0.93 0.38 75.00 -5.94 -2.09 0.00 -35.32 0.00 35.32 396.65 115.99 135 135.53 7.18 -1.16 0.28 80.00 -5.64 -2.02 0.00 -24.86 0.00 24.86 386.65 115.99 135 135.53 8.48 -1.32 0.20 85.00 -5.34 -1.93 0.00 -14.78 0.00 14.78 386.85 115.99 135 135.53 9.92 -1.43 0.12 90.00 -5.22 -1.89 0.00 -5.15 0.00 5.15 386.85 115.99 135 135.53 11.45 -1.48 0.05 92.00 -1.79 -0.66 0.00 -1.37 0.00 1.37 386.65 115.99 135 135.53 12.08 -1.49 0.02 94.00 -0.13 -0.05 0.00 -0.05 0.00 0.05 386.65 115.99 135 135.53 12.70 -1.49 0.00 95.00 0.00 0.00 0.00 0.00 0.00 0.00 386.65 115.99 135 135.53 13.02 -1.49 0.00 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 115.99 135 135.53 13.74 -1.49 0.00 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) CALCULATED FORCES 02007-2020 by AMC LW.All rights reserved. Page 8 0110 Model Id:71405 Scenario Id:218078 5/18/2022 12;4903 ASSET: 414382,PORO SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3_07 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) EX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation • (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deq) Ratio 0.00 •13.01 -3.73 0.00 -277.92 0.00 277.92 1,501.37 450.41 1,168 1,160.39 0.00 0.00 0.25 5.00 -12.35 -3.74 0.00 -259.26 0.00 259.26 1,501.37 450.41 1,188 1,160.39 0.04 -0.08 0.23 10.00 -11.69 -3.74 0.00 -240.56 0.00 240.56 1,501.37 450.41 1,168 1,160.39 0.16 -0.15 0.22 15.00 -11.03 -3.72 0.00 -221.89 0.00 221.89 1,501.37 450.41 1,168 1,160.39 0.35 -0.21 0.20 20.00 -10.37 -3.68 0.00 -203.31 0.00 203.31 1,501.37 450.41 1,168 1,180.39 0.80 -0.27 0.18 25.00 -9.71 -3.63 0.00 -184.90 0.00 184.90 1,501.37 450.41 1,188 1,160.39 0.91 -0.33 0.17 30.00 -9.40 -3.60 0.00 -166.76 0.00 166.76 1,501.37 450.41 1,168 1,160.39 1.28 -0.38 0.15 32.33 -9.13 -3.57 0.00 -158.36 0.00 158.36 1,130.80 339.24 884 833.48 1.47 -0.40 0.20 32.33 -9.13 -3.57 0.00 -158.36 0.00 158.36 1,501.37 450.41 1,168 1,160,39 1.47 -0.40 0.14 35.00 -8.62 -3.50 0.00 -148.84 0.00 148.84 1,130.80 339.24 884 833.48 1.70 -0.42 0.19 40.00 -8.11 -3.41 0.00 -131.35 0.00 131.35 1,130.80 339.24 884 833.48 2.17 -0.47 0.17 45.00 -7.60 -3.31 0.00 -114.29 0.00 114.29 1,130.80 339.24 884 833.48 2.89 -0.52 0.14 50.00 -7.09 -3.19 0.00 -97.74 0.00 97.74 1,130.80 339.24 884 833.48 3.25 -0.58 0.12 55.00 -8.58 -3.04 0.00 -81.81 0.00 81.81 1,130.80 339.24 884 833.48 3.85 -0.59 0.10 60.00 -3.90 -2.21 0.00 -66.59 0.00 66.59 1,130.80 339.24 884 833.48 4.48 -0.62 0.08 84.83 -3.89 -2.21 0.00 -55.91 0.00 55.91 386.85 115.99 135 135.53 5.12 -0.64 0.42 84.83 -3.89 -2.21 0.00 -55.91 0.00 55.91 1,130.80 339.24 884 833.48 5.12 -0.64 0.07 65.00 -3.72 -2.16 0.00 -55.54 0.00 55,54 386.65 115.99 135 135.53 5.14 -0.64 0.42 70.00 -3.54 -2.10 0.00 -44.76 0.00 44.78 386.65 115.99 135 135.53 5.96 -0.91 0.34 75.00 -3.37 -2.03 0.00 -34.26 0.00 34.26 386.65 115.99 135 135.53 7.04 -1.13 0.26 80.00 -3.19 -1.96 0.00 -24.09 0.00 24.09 386.65 115.99 135 135.53 8.31 -1.29 0.19 85.00 -3.02 -1.87 0.00 -14.31 0.00 14.31 388.65 115.99 135 135.53 9.72 -1.39 0.11 90.00 -2.96 -1.83 0.00 -4.98 0.00 4.98 386.85 115.99 135 135.53 11.22 -1.45 0.05 92.00 -1.01 -0.64 0.00 -1.33 0.00 1.33 388.65 115.99 135 135.53 11.82 -1.45 0.01 94.00 -0.07 -0.05 0.00 -0.05 0.00 0.05 386.65 115.99 135 135.53 12.43 -1.46 0.00 95.00 0.00 0.00 0.00 0.00 0.00 0.00 388.65 115.99 135 135.53 12.74 -1.46 0.00 97.33 0.00 0.00 0.00 0.00 0.00 0.00 386.65 115.99 135 135.53 13.45 -1.46 0.00 ®2007-2020 byATC LLC.Ail rights reserved Page 8 of 10 Model Id:71405 Scenario Id:218078 5/16/2022 12:49:03 ASSET: 414382,PORO SANDBURG OR CODE: ANSIITIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582_C3-_07 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 6.06 0.00 21.50 0.00 0.00 511.00 64.83 0.56 0.9D+1.OW 8.05 0.00 16.12 0.00 0.00 507.15 64.83 0.55 1,2D+1.0Di+1.0Wi 1.19 0.00 35.46 0.00 0.00 76.12 64.83 0.11 1.2D+1.0Ev+1.0Eh 3.78 0.00 22.83 0.00 0.00 282.14 64.83 0.44 0.9D-1.0Ev+1.0Eh 3.74 0.00 13.01 0.00 0.00 277.92 64.83 0.42 1.0D+1.0W 2.79 0.00 17.93 0.00 0.00 178.97 64.83 0.2 02007-2020 by ATC LLC.All rights reserved. Page 10 of 10 Model Id:71405 Scenario Id:218078 5/18/2022 12:48:03 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582 BASE PLATE ANALYSIS @ 0 FT PLATE PARAMETERS(ID#15299) Diameter: 40.5 in Shape: Round Thickness: 2 in • • • Grade: A36 Yield Strength: 38 ksi Tensile Strength: 58 ksi • • Rod Detail Type: c Clear Distance - in Base Wed Size: 0.125 in • • • Orientation Offset: - Analysis Type: Plastic Neutral Axis: 44 ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter Circle Grade Fy Fu Spacing Offset (in) (in) (kW) (ksi) (In) (6) Original Radial 12 1.5 35 A36 38 58 - - ANCHOR ROD GEOMETRY AND APPLIED LOADS-ORIGINAL(12)1.5'a.+i; Position Radians X Y Moment Arm Inertia Axial Load Shear Load (in) (in) (in) (in') (k) (k) 1 0.524 15.16 8.75 -4.014 22.803 -44.25 1.01 2 1.047 8.75 15.16 4.574 29.555 51.41 1.00 3 1.571 0.00 17.50 11.937 200.379 51.41 0.72 4 2.094 -8.75 15.16 16.101 364.451 51.41 0.25 5 2.618 -15.16 8.75 15.951 357.699 51.41 0.29 6 3.142 -17.50 0.00 11.527 186.875 51.41 0.75 7 3.665 -15.18 -8.75 4.014 22.803 51.41 1.01 8 4.189 -8.75 -15.16 -4.574 29.555 -44.25 1.00 9 4.712 0.00 -17.50 -11.937 200.379 -44.25 0.72 10 5.236 8.75 -15.16 -16.101 364.451 -44.25 0.25 11 5.760 15.16 -8.75 -15.951 357.699 -44.25 0.29 12 6.283 17.50 0.00 -11.527 186.875 -44.25 0.75 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-11) Pu(k) Vu(k) Pole 30"e x 0.5"(Round) 511.0 21.50 8.06 1.000 Bolt Group Original(12)1.5"e 511.0 - 8.06 1.000 TOTALS 511 21.5 8.06 Task ID:175406 Page 1 of 6 5/18/2022 12:49:12 w. ASSET: 414382,PORO SANDBURG OR CODE: ANSUTIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582 - COMPONENT PROPERTIES Com onent ID Gross Area Net Area Individual Inertia Moment of Inertia ThreadsAn (in) (irk) (in') (in)p Pole 30"o x 0.5"(Round) 46.3379 - - 5044.59 - Bolt Group Original(12)1.5"0 1.7671 1.4053 0.1571 2323.52 6.0 EXTERNAL BASE PLATE BEND UNE ANALYSIS*0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 30.12 In Neutral Axis: 44 ° Point-to-Point Diameter: 30.12 in Bend Line Lower Limit: 1.739 rad Flat Width: 0.263 in Bend Line Upper Limit: 2.973 rad Flat Radians: 0.017 rad Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Ratio Bend Line (in) (in) (Ins) Mu(k-in) ¢Mn(k-in) Flat 21.995 0.00 21.995 118.0 712.8 0.166 Corner 21.995 0.00 21.995 118.0 712.8 0.166 Circumferential 28.918 0.00 28.918 187.5 936.9 0.200 PLASTIC ANCHOR ROD ANALYSIS Class GroupQuantity Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity Ratio (in) Pu(k) Vu(k) �Pn(k) Original 12 1.5 51.4 1.0 61.1 0.841 Task ID:175408 Page 2 of 6 5/18/2022 12:49:12 ASSET: 414382,PORQ SANDBURG OR CODE: ANSVTIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582 UPPER FLANGE PLATE ANALYSIS @ 32.3333 FT PLATE PARAMETERS(ID#15300) Diameter: 41 in Shape: Round Thickness: 2 in • Grade: A36 Yield Strength: 36 ksi ' • Tensile Strength: 58 ksi • • Pole Weld Size: 0.313 in Orientation Offset: - Analysis Type: Plastic • • Neutral Axis: 44 " • FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter Circle Grade Fy Fu Spacing Offset (in) (in) (ksi) (ksi) (In) (") Original Radial 12 1.5 35 A325 92 120 - - FLANGE BOLT GEOMETRY AND APPUED LOADS-ORIGINAL(12)1.5"d Position Radians X Y Moment Arm Inertia Axial Load Shear Load (in) (In) (in) (in') (k) (k) 1 0.524 15.16 8.75 -4.014 22.803 -22.37 0.87 2 1.047 8.75 15.16 4.574 29.555 27.29 0.87 3 1.571 0.00 17.50 11.937 200.379 27.29 0.63 4 2.094 -8.75 15.16 16.101 364.451 27.29 0.22 5 2.618 -15.16 8.75 15.951 357.699 27.29 0.25 6 3.142 -17.50 0.00 11.527 186.875 27.29 0.65 7 3.665 -15.16 -8.75 4.014 22.803 27.29 0.87 8 4.189 -8.75 -15.16 -4.574 29.555 -22.37 0.87 9 4.712 0.00 -17.50 -11.937 200.379 -22.37 0.63 10 5.236 8.75 -15.16 -16.101 364.461 -22.37 0.22 11 5.760 15.16 -8.75 -15.951 357.699 -22.37 0.25 12 6.283 17.50 0.00 -11.527 186.875 -22.37 0.65 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-tt) Pu(k) Vu(k) Pole 30"0 x 0.375"(Round) 265.3 14.75 6.96 1.000 Bolt Group Original(12)1.5"a 265.3 - 6.96 1.000 TOTALS 265.28 14.75 6.96 Task ID:175406 Page 3 of 6 5/18/2022 12:49:12 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719682 COMPONENT PROPERTIES Com onent ID Gross Area Net Area Individual Inertia Moment of Inertia Threads.tn • (in ) (in2) (in) ( ) P Pole 30"a x 0.375"(Round) 34.9007 - - 3830.43 - Bolt Group Original(12)1.5"a 1.7671 1.4053 0.1571 2323.52 6.0 EXTERNAL UPPER FLANGE PLATE BEND UNE ANALYSIS 0 32.3333 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 30.31 in Neutral Axis: 44 ° Point-to-Point Diameter: 30.31 in Bend Line Lower Limit: 1.739 rad Flat Width: 0.265 in Bend Line Upper Limit: 2.973 rad Flat Radians: 0.017 rad Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Ratio Bend Line (in) (in) (in3) Mu(k-in) 4Mn(k-in) Flat 21.735 0.00 21.735 55.8 704.2 0.079 Corner 21.735 0.00 21.735 55.8 704.2 0.079 Circumferential 29.032 0.00 29.032 92.2 940.6 0.098 PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter Applied Axial Load Applied Shear Load Compressive Capacity Ratio (in) Pu(k) Vu(k) 4Pn(k) Original 12 1.5 27.3 0.9 126.5 0.216 Task ID:175406 Page 4 of 8 5/18/2022 12:49:12 ASSET: 414382,PORQ SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582 UPPER FLANGE PLATE ANALYSIS @ 64.8333 FT PLATE PARAMETERS(ID#15301) Diameter: 30.5 in Shape: Round Thickness: 2 in Grade: A36 • • • • Yield Strength: 36 ksi • •• • Tensile Strength: 58 ksi • Pole Weld Size: 0.25 in Orientation Offset: - ° • • Analysis Type: Plastic • • • Neutral Axis: 14 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter Circle Grade Fy Fu Spacing Offset (In) (In) (ksi) (ksi) (in) (°) Original Radial 12 1.5 24.5 A325 92 120 - - FLANGE BOLT GEOMETRY AND APPLIED LOADS.-ORIGINAL(12)1.5"0 Position Radians X Y Moment Arm Inertia Axial Load Shear Load (in) (in) (in) (in') (k) (k) 1 0.524 10.61 8.12 3.127 13.896 11.15 0.35 2 1.047 6.12 10.81 8.180 93.727 11.15 0.25 3 1.571 0.00 12.25 11.007 170.403 11.15 0.09 4 2.094 -6.12 10.61 10.904 167.247 11.15 0.10 5 2.818 -10.61 6.12 7.880 87.416 11.15 0.28 6 3.142 -12.25 0.00 2.744 10.740 11.15 0.35 7 3.685 -10.61 -6.12 -3.127 13.896 -9.11 0.35 8 4.189 -6.12 -10.81 -8.160 93.727 -9.11 0.25 9 4.712 0.00 -12.25 -11.007 170.403 -9.11 0.09 10 5.236 6.12 -10.61 -10.904 167.247 -9.11 0.10 11 5.760 10.61 -6.12 -7.880 87.416 -9.11 0.26 12 6.263 12.25 0.00 -2.744 10.740 -9.11 0.35 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-ft) Pu(k) Vu(k) Pole 13.5"o x 0.2875"(Round) 74.0 8.12 2.78 1.000 Bolt Group Original(12)1.5"m 74.0 - 2.78 1.000 TOTALS 74.01 6.12 2.78 Task ID:175406 Page 5 of 6 5/18/2022 12:49:12 • ASSET: 414382,PORO SANDBURG OR CODE: ANSI/TIA-222-H CUSTOMER: T-MOBILE ENG NO: 13719582 - COMPONENT PROPERTIES Component ID Gross Area Net Area Individual Inertia Moment of Inertia Threadshn . (in) (in2) (in) (In4) Pole 13.5"e x 0.2875"(Round) 11.9335 - - 260.74 - Bolt Group Original(12)1.5"0 1.7671 1.4053 0.1571 1086.66 6.0 EXTERNAL UPPER FLANGE PLATE BEND UNE ANALYSIS 0 64.8933 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 13.75 in Neutral Axis: 14 Point-to-Point Diameter: 13.75 in Bend Line Lower Limit: 1.584 rad Flat Width: 0.120 in Bend Line Upper Limit: 2.081 rad Flat Radians: 0.017 rad Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Ratio Bend Line (in) (in) (in3) Mu(k-in) •Mn(k-in) Flat 23.004 0.00 23.004 129.1 745.3 0.173 Corner 23.004 0.00 23.004 129.1 745.3 0.173 Circumferential 22.224 0.00 22.224 203.9 720.1 0.283 PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter Applied Axial Load Applied Shear Load Compressive Capacity Ratio (in) Pu(k) Vu(k) cPn(k) Original 12 1.5 11.1 0.3 126.5 0.088 Task ID:175406 Page 6 of 6 5/18/2022 12:49:12 Pier Foundation Analysis (ANSI/TIA-222-H) • Foundation Analysis Parameters Reactions Pier Diameter D 5.64 ft Moment,M„ 511.0 k-ft Pier Embedment L-h 23.0 ft Shear,V„ 8.1 k Pier Height above Ground H 0.50 ft Axial,P„ 21.5 k Water Table Depth[BGL] GW 99 ft Uplift,T„ 0.0 k Pullout Angle G 30 Unit Weight of Concrete 150 loci Uplift Skin Friction Factor 1.000 Soil Properties Layer Depth Unit Cohesion Friction Ultimate Skin Ultimate Bearing ft 1My,•ht Angle Friction Pressure 0 0.0 2.0 105 0 0 0 0 1, 2.0 6.0 123 2,000 0 560 0 —D ^M 6.0 12.0 124 2,500 0 600 0 12.0 22.0 125 3,000 0 820 0 ] 22.0 27.0 127 4,500 0 1,020 12,550 i —S I Soil Strength Capacities Volume of Concrete 587.1 Its ME Weight of Concrete[Buoyancy Considered] 88.1 k MilGW Average Soil Unit Weight 122.7 Pcf Skin Friction Resistance 275.4 k L h I— Compressive Bearing Resistance 313.5 k Pullout Weight[Minus Concrete Weight] 853.4 k Compressive Force, P„ 40.3 k Nominal Compressive Capacity, ,P„ 441.7 k O _..�_ �_...Pu/ ePn ® ICI .'\ Total Lateral Resistance 2,675.0 k ' Inflection Point[BGL] 14.4 ft Moment at Inflection Point,MD 630.9 k-ft Nominal Moment Capacity, sMn 10,161.2 k-ft MD/ ,M„ .101 Page 1 of 1 SPECIAL.NSPECTiON REQUIRE„Q State of Oregon Structural Specialty COOri ❑ Concrete and Reinforcing Steel ❑ Botts Installed in Concrete in Special p,,ioment-Resisting Concrete Frame ❑ Reintorcinn Steel&Prestressing Steel Tendons 11. Structural Welding 1-4- rIce, I High-Strcnght Pelting ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials ❑ Filings,Drifted Piers and Caissons ❑ Shotcrete ❑ Special Grading,Eccavation and Filling ❑ Smoke-Control Systems 0 Other Inspections