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Specifications RECEIVED OFFICE COPY %PR . 9 1OV CITY OF TIGARD Ki BUILDING DIVISION m Y >} Horn Smartlink Group Kevin Fraleigh, P.E. 11232 120th Ave NE, Suite 204 3875 Embassy Pkwy#280 Kirkland, WA 98033 13(.(e2o2 ( --600 l � Akron, OH 44333 (406) 749-0046 (216) 505-8256 % C.54/ Sv' Date: April 14,2021 K-H Project #: KHCLE-6515 Comprehensive Structural Analysis Report Carrier Designation: T-Mobile Site ID: P008063A Sprint Legacy ID: P063XC005 Client Site Number: HWY 217 & GREENBURG T-Mobile Project: Sprint Retain Analysis Criteria: Code Requirements: TIA-222-H, ASCE 7, 2019 OSSC, ACI, AISC Ultimate Wind Speed: 97 mph w/0" Ice Wind Speed w/ Ice: 30 mph w/ 1.5" Ice Site Data: 9600 SW Oak St.,Tigard,OR, 97216,Washington County Latitude 45./11364361°N, Longitude 122.77486080°W T-Mobile Market: PORTLAND OR 62 ft Rooftop Platform Mr. Michael Birndorf, Kimley-Horn and Associates, Inc. is pleased to submit this "Comprehensive Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the platform stress level for the structure and connection, under the following load case, to be: Existing+Proposed: Rooftop Platform 53.3% Pass This analysis utilizes an ultimate 3-second gust wind speed of 98 mph as required by the 2019 Oregon Structural Specialty Code. Applicable Standard references and design criteria are listed in Page 2 -Analysis Criteria. Structural analysis prepared by:Alex Rice, E.I. Respectfully submitted by: _o PRoFk,ss David Franklin, S.E. crI 95662P Lic. # 95062PE, Ex. 12/31/2021 � Kimley-Horn & Associates, Inc. COA#303435-86 OREGON /0 0,'f 1 2(3�� ��•: 41/Cf1A1-��� y'IW�zi EXPIRES: 12-31-2021 kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 T-Mobile Site ID: P008063A KH Job#KHCLE-5565 Site Name:HWY 217&GREENBURG Page 2 ■ INTRODUCTION At the request of Smartlink Group, Kimley-Horn and Associates, Inc. performed a structural analysis of the existing rooftop structure located in Tigard, OR. The purpose of the analysis is to determine the adequacy of the tower to support the loading configuration outlined in Appendix A(Tower Analysis Summary Form), pursuant to the referenced standards. • ANALYSIS CRITERIA The analysis utilizes RISA 3D, v. 17.0.1, an industry-standard finite element analysis program used to create an elastic three-dimensional model considering second-order effects per ANSI/I-IA-222 requirements. The program calculates member stresses for various loading cases and selected output from the analysis is included in the appendices. Specific structural information in regards to building framing were not available and assumptions were made for the purposes of this report. The roof framing itself was not checked and assumed adequate. TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 97 mph Exposure Category: C Topographic Factor at Base: 1.00 Topographic Factor at Mount: 1.00 Ice Thickness: 1.50 in Wind Speed with Ice: 30 mph Flat Roof Snow Load (Pf): 20 psf Seismic Structure Class: D Seismic Ss: 0.864 Seismic Si: 0.396 • SUPPORTING DOCUMENTATION Information on the current tower geometry, member sizes, foundation dimensions, soil properties, and antenna loading was obtained from the sources listed below. It is assumed that all information provided to Kimley-Horn &Associates, Inc. is accurate. In the absence of information to the contrary, we assume the structure has been properly erected and maintained per the original design drawings and the capacity has not significantly changed from the "as new" condition. Structural Mapping Hightower Solutions, dated 03/24/2021 Mount Design Not Provided Previous Structural Analysis New Horizon Site Services, dated 02/07/2014 Site Photos Smartlink, LLC., dated 01/25/2020 Previous Mount Analysis Powder River, dated 10/09/2012 Previous Mount Modifications Not Provided Mount Loading Data T-Mobile RFDS P008063A Version 1, dated 12/03/2020 kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 T-Mobile Site ID:P008063A KH Job#KHCLE-5565 Site Name:HWY 217&GREENBURG Page 3 • RESULTS The tables below show a maximum usage summary for each group of components in the structure. The usage of a component is the ratio of force in the member compared to its calculated capacity. A more detailed report of member usages can be found in the appendix at the end of this report. Usages greater than 100%indicate where the force in the member exceeds its capacity. Usages up to 105% are considered acceptable per industry standard practice. Structure Usages: Structure Controlling Result Component Usage Platform Framing 53.3% Pass • CONCLUSIONS AND RECOMMENDATIONS Per our structural analysis, the platform structure has been found to pass. The platform framing can support the referenced loading in accordance with the structural strength requirements of ANSI/-IA-222-H, ACI, and 2019 OSSC. kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 T-Mobile Site ID: P008063A KH Job#KHCLE-5565 Site Name:HWY 217&GREENBURG Page 4 • ASSUMPTIONS AND LIMITATIONS This report is not a condition assessment of the tower and foundation; It is an engineering analysis based upon the theoretical capacity of the structure. Unless told otherwise, we assume the tower and foundation to be in "like new" condition. It is the responsibility of our client and the tower owner to verify that the tower modeled and loading considered is accurate. If these assumptions are not accurate, Kimley-Horn &Associates, Inc. should be notified immediately to perform a revised analysis. This analysis assumes all antenna mounts are adequate to support the existing and proposed loads. It is the carrier's responsibility to ensure antenna mount meets the structural requirements of ANSI/TIA-222. Kimley-Horn & Associates, Inc. did not analyze antenna supporting mounts as part of this structural analysis report. All services are performed, results obtained, and recommendation made in accordance with generally accepted engineering principles and practices. Kimley-Horn & Associates, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information in this report. Kimley-Horn makes no warranties, expressed or implied in connection with this report and disclaims any liability arising from original design, material, fabrication, and section deficiencies or corrosion of the tower. kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 T-Mobile Site ID:PO08063A KH Job#KHCLE-5565 Site Name:HWY 217&GREENBURG Page 5 APPENDIX A Tower Analysis Summary Form ( kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000 9 Tower Analysis Summary Form General Info Site Name HWY 217&GREENBURG The information contained in this summary report is not to be used independently Sprint Legacy ID P063XC005 T-Mobile Site ID P008063A from the PE stamped tower analysis. Date of Analysis 4/14/21 Company Performing Analysis K,,ley Horn Tower Info Description Date Design Parameters Analysis Results(%Maximum Usage) Tower Type(G,SST,MP) Rooftop Design Code Used TIA-222-It, Existing+Proposed Condition • Tower Height(top of steel AGL) 62' 2018 IBC&ASCE 7-16 Rooftop Platform(%) I i'?:i=- Tower Manufacturer N/A Location of Tower(County,State) Washington,OR Tower Model _ N/A Ultimate Wind Speed(mph) 97 Tower Design N/A Ice Thickness(in) 1.5 Foundation Design N/A Risk Category(I,II,Ill,IV) II Geotech Report N/A Exposure Category(B,C,D) C Site Pictures Smartlink LLC 1/25/2014 Topographic Category(1 to 5) 1 Previous Structural Analysis New Horizon Services 2/7/2014 Previous Modification Drawings N/A • Foundation Mapping N/A Specific structural information in regards to building framing were not available and assumptions were made for the purposes of this report. The Steel Yield Strength(kW) roof framing itself was not checked and assumed adequate. • Pipe 35 Wide Flange 50 Plate/Angle 36 Member Bolts A325 Note:Grades have been assumed based on experience with similar structures. Existing/Reserved Loading Antenna Mount Transmission Line Antenna Owner M9 unO Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size IEMernal Height ft Sprint 70 70 3 Panel KMW ET-X-WM-18-65-8P 45/120/225 3 Unknown Rooftop Sector Frames 3 Hybrid 1-1/4" External Sprint 70 70 3 Panel Unknown Unknown 45/120/225 on same mounts Sprint 70 70 3 RRH Unknown RRU-C2A on same mounts Sprint 70 70 3 RRH Unknown RRU-P4 4on same mounts ' • Sprint 62 62 1 BBU Unknown Unknown _ on platform Sprint 62 62 1 MMBC Unknown Unknown on platform • Note:All existing equipment to be removed prior to installation of proposed equipment and has not been considered in this analysis. Proposed Loading Antenna Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/ .• Height(ft) External T-Mobile 70 70 J ranee Nokia At::_ 45/120/225 3 Unknown Rooftop Sector Frames _- HCS 2.0 1-5/8" External • T-Mobile 70 70 3 Panel Commscope FFVV-65C-R3-V1 45/120/225 on same mounts `; T-Mobile 70 70 3 RRH Nokia AHFIG on same mounts T-Mobile 70 70 3 RRH Nokia AHLOA on same mounts T-Mobile 70 70 2 COVP Nokia HCS 2.0 Junction Box on same mounts T-Mobile 62 62 1 BBU Delta LB3 on platform T-Mobile 62 62 1 SSC Delta HPL3 on platform Note:The proposed loading shall be installed in addition to the remaining existing/reserved equipment at the same elevation. . T-Mobile Site ID: P008063A KH Job#KHCLE-5565 Site Name: HWY 217&GREENBURG Page 6 APPENDIX B RISA 3D Platform Output File kimley-horn.corn 421 Fayetteville Street, Suite 600, Raleigh. NC 27601 919 677 2000 III Z 1 i X Y it II fF 4#11 c \AVY2 7 c A �M(1 flIt- ,- "111* 4/V(4 i ,42 N44 •:'' N12 N30N 0 `51A 4 • 8147 .m3 4 II Envelope Only Solution Kimley-Horn and Associat... SK- 18 ADR Apr 14, 2021 at 11:08 AM P008063A-Platform.R3D 1i Section Sets z weW 1I vI - Y L4x4 X Column RIGID 6.131 / 0�31 Cf 111e4'd ic 4,12' SBA3b 1,3\ �6 u) b�3�8x37 �8�31 I,r fE' Envelope Only Solution Kimley-Horn and Associat... TSK- 19 ADR Apr 14, 2021 at 11:09 AM P008063A-Plafform.R3D 3 j F � I I Z X • Envelope Only Solution Kimley-Horn and Associat.. SK-20 ADR Apr 14, 2021 at 11:10 AM P008063A-Platforrn.R3D e • 1 Z . • 559.7811b _55 228.05 ,04 228.0591b`1\ ,,,, , 28.0591b 17167.571 - -45.61 psf ' 4 7.5711b o lb 96.831b r 1 1 ij t ' Loads:BLC 3,WIND X Envelope Only Solution Kimley-Horn and Associat... SK-21 ADR Apr 14, 2021 at 11:13 AM P008063A-Platform.R3D Code Check•Z (Env) : ! No Calc >1.0 X-. . ' .90-1.0 .75-.90 .50-.75 0.-50 jKIA "k$ A 0$ N ' . �/V`(2 •01 i i 03 •' 70 13 J! 2A 1 • /7 eM 4 p0 • ti ' .•70 6SSC4 N14 e p1 12 N71 .M v U ' C3 1' 4A •72 �,.>/ � 4 00- 4 /„ '-N •4- 30 40 ' 51A i4'48 401" - *''N2: 47 .. 50A v' `52A •��� SNX4 WY3 Member Code Checks Displayed(Enveloped) 1 Envelope Only Solution Kimley-Horn and Associat..., SK-23 ADR Apr 14, 2021 at 3:22 PM P008063A-Platform.R3D . . Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 I IIIRISA ,DoesbirTuernrber :. ADR 3:22 PM Checked By. A NEMFI SCHEK cr,, ' Model Name Hot Rolled Steel Properties Label E Pcsil G[ksi] Nu Therm 01E..Density[kift... Yield[ks I] Ry Fu[k si] Rt 1 A992 29000 11154 .3 .65 .49 50 , 1.1 65 1.1 2 A36 Gr.36 t 29000 i 11154 .3 : .65 .49 1 36 i 1.5 I 58 t 1.2 3 A572 G r.50 29000 11154 .3 .65 .49 50 1.1 1 65 ' 1.1 4 A500 Gr.B RND 29000 1 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 G r.B Red 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 I .3 .65 .49 35 ' 1.6 ! 60 1.2 ,,trj 1 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design R... A[n2] lyy[in4] Izz[in4] J UM] 1 W8 W8X31 Beam 1 None A992 1 Typical 9.13 37.1 110 .536 2 , W6 1 W8X31 Beam None A992 Typical ' 9.13 37.1 i 110 .536 3 W4 W8X31 Beam None A992 I Typical 9.13 37.1 110 .536 4 L4x4 L4X4X4 Beam None , A36 Gr.36 Typical 1.93 1 3 3 . .044 5 Column P5_STD Column None A572 Gr 50 Typical 4.3 15.162 15.162 30.324 Joint Coordinates and Temperatures Label X [in] Y Fnj Z[in] Temp[F] Detach From Diap... 1 S3 225 1 125 0 0 2 S2 - 225 238 0 0 3 S4 463 125 0 0 4 S1 1 463 238 0 0 5 N11 298 125 0 0 , 6 N12 1 298 238 1 0 7 N13 277 125 0 0 8 N14 1 277 238 0 0 9 N15 450 178 6 0 : 101 N16 _j_ 414 178 L . 6 0 11 N25 450 125 0 0 12 N26 408.5 125 0 0 13 N27 363.5 125 0 0 14 N28 450 238 0 0 15 N29 408.5 238 0 0 16 N30 363.5 238 0 0 L________ 17 N33 463 125 8 0 18 N34 463 238 8 0 19 N35 414 139 6 0 201 N36 358 139 6 1 0 21 N37 414 224 6 0 22 N38 1 358 224 6 0 23 N39 358 106 6 0 24 N40 358 250 6 0 25 N41 298 125 6 0 26 N42 298 238 6 0 r 27 N43 277 125 6 0 281 N44 277 238 6 10 L_ 29 N45 450 106 6 0 h- , 30 N46 6 0 T 414 I 106 . RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RISA\13008063A -Platform.R3D] Page 1 Company Kimley-Horn and Associates, Inc. Apr 14, 2021 IIIIIRISA JDoe:temr be r . A D R 3.22 PM Checked By Model Name • Joint Coordinates and Temperatures (Continued) Label )±finj Y[in] Z fin] Temp[F] Detach From Diap... 31 I N47 450 250 1 6 0 I 32 I N48 414 1 250 6 0 33 N49 358 ' 159 6 0 [1 34 N50 277 159 6 0 35 N51 358 197 6 0 36 N52 277 197 6 0 37 N37A 358 125 6 0 N38A 358 238 6 0 rI 38 L I 39 BBU4 298 159 6 0 40 SSC3 f 298 197 6 0 1 41 N41A 229 125 6 T 0 I- 1 42 N42A 229 238 6 0 43 N43A 229 125 0 0 I 44 N44A 229 238 0 0 45 N45A 450 125 6 0 -- 46 E N46A 414 125 6 0 __I _ 1-47 N47A 450 238 6 0 _ ' 48 N48A 414 238 6 0 49 N49A 460 125 0 0 50 N50A 460 238 0 0 51 N51A 460 125 -15.25 0 ' 52 N52A 460 238 -15.25 0 53 N53 298 164 6 0 54 N54 298 -1 192 6 0 55 N55 334 I 164 6 0 I 56 N56 1 334 192 6 0 57 BBU1 298 132 6 0 58 BBU3 325 159 6 0 59 SSC4 325 197 6 0 60 SSC1 298 224 6 0 61 WY2 213 238 12 0 62 WY4 213 238 -24 0 L 1 63 WY1 473 238 12 0 64 WY3 473 238 f -24 0 65 WX2 463 250 20 0 166 WX4 463 250 1 -16 0 67 WX1 463 70 20 0 L 68 WX3 t 463 70 f -16 69 , N69 463 181.5 8 0 70 I N70 j 466 181.5 1 8 0 [ - 71 N71 466 1 181.5 48 0 Member Primary Data Label I Joint J Joint , K Joint Rota (deg) Section/Shape Type Design List Material Design Rules I 1 M1 S4 1 S3 ' W8 Beam None A992 Typical 2 M3 Si S2 I W8 [Beam , None A992 Typical I 1 3 M11 N15 N16 W4 Beam None A992 Typical 4 1 M16 N33 N34 L i- W8 I-Beam None A992 Typical 5 M16A N35 N36 W4 Beam None A992 Typical 6 M17 N37 N38 W4 Beam None A992 Typical -1 RISA-3D Version 17.0.0 [K:\...\...\...\...V.A3- SA\RISA\P008063A - Platform.R3D] Page 2 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompanyIRISADesigner : ADR 3:22 PM Job Number Checked By n u,=m r K coraaar Model Name Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 7 LL M18 N45 N47 W4 Beam None A992 Typical 8 M19 N46 1 N48 I W6 Beam None ' A992 Typical 9 M20 N39 N40 W6 Beam None A992 _ Typical 1 10 M21 ] N41 N42 1 W6 Beam None A992 Typical ] 11 M22 N43 N44 W6 Beam None A992 Typical_ 12 _ M23 N45 N46 j W4-----_Beam None A992 Typical 13� BBU4 W4 Beam j None A992 Typical l 24 N47 I � 14 M25 N49 None L A992 T cal 15 M26 N51 SSC3 W4 Beam None A992 T ical L16 M16B j SSC3 N52 90 L4x4 Beam j None A36 Gr.36 T 'cal 17 M17A BBU4 N50 90 1 L4x4 Beam None A36 Gr.36 _Typical 18 M18A N38A N42 t W4 Beam None A992 Typical 19 M19A N37A N41 r W4 Beam None A992 Typical L W8 .Beam None ; A992 Typical 20 M2QA_---__N41 i N41A__-_--- 21 M21A N42 N42A W8 Beam None A992 Typical 22_-----_-M22A S1 1 N34 RIGID None None RIGID l Typical 23 M23A S4 N33 i RIGID None None RIGID Typical 24 M24A N45A N25 RIGID None None RIGID_i Typical 25 ! M25A N47A N28 RIGID None None RIGID ' Typical 26 M26A 1 N48A N29 RIGID --_None None RIGID Typical 27 M27 N38A N30 RIGID None None RIGID 1 Typical 28 M28 j N37A N27 RIGID None None RIGID Typical 29 M29 N46A N26 RIGID None None RIGID Typical _--30 M30 � N41A � N43A RIGID None None ; RIGID 1Typical 31 M31 N42A N44A RIGID None None RIGID Typical i 32 M32 N42 N12T_ RIGID None None RIGID Typical 33 M33 N41 N11 RIGID None None RIGID T ical 34 _ M34 N49A N51A _ Column Column None A572 Gr.5O Typical 35 M35 N50A N52A Column Column None 572 Gr.50 Typical 3 B 7 M36 N55 �_ N56 90 L4x4 � Beam None - T 1 - -- — ypical M37 Beam A3s Gr.36 None Typical 38 M38 N56 N54 90 I L4x4 Beam None A36 Gr.36 Typical 39 M39 N70 N71 RIGID None None RIGID Typical 40 M40 1_-_N69 N70 RIGID _ None j None RIGID 1 _.Typical Basic Load Cases BLC Description Category X Gr...Y Gr... Z Gravity Joint Point Distributed Area(Member Surface PlateNV... 1 DEAD DL -1 6 2 I_._ LIVE LL 3- 3 WIND X WLX 13 1 4 WINDY WLY i _.. 12 5 SNOW SL 1 6 -[BLC 2 Transie4 None - l 6 7 BLC 5 Transie..., None 2 r g BLC 3 Trartsie... None 20-_- -- 9 i -- 31 — - BLC 4 Transie... None ' RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RISA\P008063A -Platform.R3D] Page 3 . Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany IRIS& Job Nu Designermber : ADR 3:22 PM Checked By_ +,r cH,.,.-,,,w,' Model Name Load Combinations Description So..PDe..SR..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 1 1.4D Yes Y 1 1.4 I I 1 tL 2 1.2D+ 1_6L+0.55 Yes Y 1 11.2 2 1.6 5 5 1 rT _ i 2 4 J1.2D+16S+0.5W(.:Yes' Y 1 1.2i 3 (-.5 L 1T15 1511.6 I L - -, 5 1.2D+ 1.6S+0.5W(...Yes Y 1 1.2 3 I -.5 ' i 5 1.61 6 1.2D+ 1.6S+0.5W(...Yes Y 1 ,1.2I 4-1-.5 L 5 11.6 7 1.2D+ 1.6S+0.5W(...Yes Y 1 1.2 4 -.5 5 1.6 g 1.2D+ 1.0W(-�)+ L...Yes. Y 1 1.2 f 3 -1 �2- 1 5 .5 I - - ------- ---- ---I 8 � 1 F1101.2D+ 1.0W(+Y)+LYes Y I1 1.2 1 4 1 211 5 5 �11 1 2D+ 1.0W(-Y) + ...Yes y 1 1.2 4 -1 2 1 5 .5 12 1 0.9D+ 1.0W(+X) 'Yes'' Y 1 .9 3 1 i ---------13 0.9D+ 1 OW/7X) Yes Y 1 .9 3 _-1 14 0.9D+ 1.0W(+Y) Yesr Y 1 1 .9 4 1 I j , 15 0.9D + 1.OW(-Y) I 1 Joint Loads and Enforced Displacements(BLC 1 :DEAD) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2... 1 BBU1 L Z -1000 2 BBU3 L Z -1000 ! 3 BBU4 L Z -1000 L 4 _ SSC1 L Z - - 5 SSC3 L Z -500 6 SSC4 -500 Joint Loads and Enforced Displacements(BLC 3 : WIND)) Joint Label L,D,M Direction r Magnitude[(lb,k-ft), (in,rad),(Ib*s^2... 1 BBU1 L X -228.059 2 BBU1 L t_ Z -559.781 3 BBU3 L X -228.059 r4 � BBU3 L ( Z 1119.561 5 BBU4 L X -228.059 6 -- BBU4 L _ Z -559.781 7 SSC1 L X -167.571 8 SSC1 - L ------ Z ---- -548.415-- 9 SSC3 L X -167.571 10 I__-- SSC3 L Z -548.415 11 SSC4 L X -167.571 12 I 4- SSC4 1 X Z1 g 0983 13 Joint Loads and Enforced Displacements(BLC 4 : WIND %' Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2... 1 BBU1 - L Y -266.069 2 1------ BBU1 L Z 1436.77 ' 3 BBU3 L Y -266.069 4 L BBU3 L Z T -718.385 5 ' BBU4 L Y I -266.069 RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RISA\P008063A -Platform.R3D] Page 4 . - I ICompany : Kimley-Horn and Associates, Inc. Apr 14, 2021 IRISA JDoesbit?inuemrber i ADR 3:22 PM Checked By Model Name : A.NEN" Joint Loads and Enforced Displacements(BLC 4 : WIND 19 (Continued) Joint Label L,D,M Direction MagnitudeRlb,k-ft),(tri,ra4A1b*s^2... 6 BBU4 L Z -718.385 7 SSC1 L Y -195.5 8 SSC1 L Z I 1407.598 9 SSC3 L Y -195.5 10 SSC3 L Z -703.799 11 SSC4 L Y -195.5 12 SSC4 L Z -703.799 Member Point Loads Member Label Direction Magnitude[lb,k-ft] Location[in,%] No Data to Print ... Member Distributed Loads (BLC 6 :BLC 2 Transient Area Loads) Member Label Direction Start Ma_gniludellb/ft,...End Magnitude[lbiftl... Start Location[in,%] End Location[in,%] 1 M22 Z f -160 -160 7.816e-14 113 2 M1 Z -251.667 1 -251.667 3.553e-15 56 3 M17 Z -228.333 -228.333 6.217e-15 56 4 M11 Z -240 -240 5.329e-15 36 5 , M23 Z -120 -120 0 36 6 1 M24 i Z -120 -120 5.329e-15 36 Member Distributed Loads (BLC 7:BLC 5 Transient Area Loads) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[in,%] End Location[iny4 1 1 Mi 1 Z ' -94.167 -94.167 4.441e-15 238 , 2 M3 Z -94.167 -94.167 1.776e-15 238 Member Distributed Loads (BLC 8:BLC 3 Transient Area Loads) i 1 Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[in,%] End Location[in,%] 1 M16 X -30.407 -30.407 0 113 , , 2 M18 X -30.407 ' -30.407 0 1 144 3 M19 X T , -30.407 -30.407 0 144 4 M20 X -30.407 -30.407 0 144 5 M21 X -30.407 -30.407 0 113 L .6 M22 I X -30.407 -30.407 0 113 - 7 M22A X 0 0 0 8 8 M23A X 0 0 0 8 9 M26A X 0 0 0 8.139 10 M27 X L 0 0 0 8.139 11 M28 X 0 0 0 8.139 12 M29 X 0 0 0 8.139 13 M30 X 0 0 0 6 1-14 M31 X 0 1 0 0 6 _, 15 M32 X 0 0 0 6 16 M33 X 0 F -- 0 0 6 17 M34 X -21.144 -21.144 0 15.25 1 18 M35 I X -21.144 -21.144 1- 0 15.25 19 M37 X 1 -15.203 -15.203 0 28 , , 20 ' M39 X 0 0 0 12 RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RI SAIP008063A -Platform.R3D] Page 5 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 I IRISA Designer : ADR 3:22PM Job Number Checked By. Model Name : Member Distributed Loads (BLC 9:BLC 4 Transient Area Loads) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ibift,F... Start Location[in,%] End Locationjin,%] 1 M 1 Y -30.407 -30.407 0 238 2 M3 Y t 30.407 -30.407 0 238 3 M1 1 Y -30.407 -30.407 ! 0 36 4 M16A Y -30.407 -30.407 0 56 5 M17 Y -30.407 -30.407 0 56 6 M23 Y -30.407 -30.407 0 36 7 i M24 Y -30.407 -30.407 0 36 8 M25 Y -30.407 -30.407 0 60 9 M26 Y -30.407 -30.407 0 60 10 -15.203 -15.203 0 Y ------- 21 11 M17A Y -15.203 -15.203 0 21 12 M18A Y -30.407 -30.407 0 60 13 M19A Y -30.407 -30.407 0 60 14 M20A Y -30.407 -30.407 0 1 69 15 M21A Y -30.407 ' -30.407 _-- 0 _-- 69 16 M22A Y 0 0 1 0 8 17 M23A Y 0 0 0 8 ------ ----- ----------- 18 T M26A Y 0 0 0 8.139 19 M27 Y 0 0 0 8.139 20 M28 Y 0 0 0 8.139 21 M29 Y I 0 0 0 8.139 22 M30 Y 0 0 0 6 23 M31 Y 0 24 M32 Y 0 0 0 6 25 1 M33 Y 0 0 0 6 261 _-____-__.M34 Y -21.144 -21.144 0 0 15.25 27 M35 Y -21.144 -21.144 0 15.25 28 I M36 4 Y -15.203 -15.203 __-_----( 0 36 29 M38 Y -15.203 -15.203 0 36 30 4 M39 Y 0 0 L 0 4 31 M40 Y 0 0 i 0 3 Member Area Loads (BLC 2: LIVE) Joint A Joint B Joint C _ Joint D Direction Distribution Magnitude[psf] 1 N41A I N42A I N44 N43 ! Z Perp to A B I -40-__ 2 N39 N40 N48 N46 Z Pew to B-C -40 3 N46 N48 N47 N45 Z Perpto B-C -40 Member Area Loads (BLC 3 : WIND X) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 WX1 WX2 WX4 WX3 1 X Open Structure -45.61 -I Member Area Loads (BLC 4: WIND Y) Joint A Joint B Joint C Joint D Direction _ Distribution Magnitude[psf] 1 WY1 WY2 WY4 WY3 Y Open Structure 1 -45.61 Member Area Loads (BLC 5: SNOW) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 S1 S2 S3 S4 Z Perp to A-B -20 RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RISA\P008063A -Platform.R3D] Page 6 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany IRI5A Job Nu Designer : ADR 3:22PM Number Checked By. ANFMFTSCHEK C.oMPArt Model Name Envelope Joint Reactions Joint ,_ X[lb] LC Y pi LC Z[lb] LC NIX[k-ft] _ LC -MY ftl L-�LC MZ LC 1 S3 'max'14564.553 8 1199.794 10 5247.629 3 0 15 0 15 0 15 2 'mm . [3441.628 13,-920.818 15 2054.505 13 0 1 0 I 11 0 1 3 S2 max 12378 3 886.091 14 4459.199 3 0 15 0 15 0 15 4 min 2240.466 13 -1129.732 11 1511.273 --------- 13 0 1 1 0 1 1 0 1. 1 n -5515. 97 15 1485.755 10 6734.342 3 1.166 15 -1.595 15 .641 11 5 mi 5 N51A max 4442 3 -991.774 15 f 2192.093 12 [--1.688 10 -4.314 3 -.484 14 . 3 11502 36 11 5991.73668.02 12 1.705 [ 14 -1.144 14 .53 11 7 N52A max-4205.253 13 972.442 14 8 min L12412.439 17 -3.635 3 538 -1 14 9 Totals: max 4138.733 8 4304.274 10 22432.906 3 10 [ min -4138.732 13 -4304.274 15 8452.3491 13 Envelope AISC 15th(360-16):LRFD Steel Code Checks Member Shape -_ Code C...Loc[in] LC Shear... Loclinj,Dir LC phi*Pnc�binhi*Pnt lb 4 i*Mn -...• i*Mn z-...Cb E. 1 M34 1 P5 STD .533 0 3 I .253 0 3 192563.1.. 193493.99 27.25 27.25 1... H1-1b 1 2 1 M35 P5 STD .461 0 3 .216 0 1 3 192563.1_193493.99MM. 27.25 ell H1-lbi 3 M16 W8X31 .334 0 12 .250 56.5 z 8 326512.6... 410850 52.791 113.877 2--- H1-1 b 4 1 M1 W8X31 _ .205 99.167111 j .096 4.9581 y 3.147965.2 _1410850 52.791. 113.877 1•_ H1-1 b_ 5 M3 W8X31 M17A L4X4X4 .179 [99067110, .0112 4.95821 y 0 496414796.5.2... 466 625 2 3.138 16.7157 1..., H 1-1 b 6 i 1 ..1 H2-1 7 M20A W8X31 .131 1 0 3 .045 36.656 y 10 377119.0... 410850 52.791 113.877 1. H 1-1 b 8 I_- M16B L4X4X4 T .126 0 11 .011 21 1 y 11 49847.466[ 62532 j 3.138 1 _ 6,897 1..., H2-1 9 M19 W8X31 .118 19.5 10 .034 33 z 10 282905.7...1 410850 52.791 113.877 1.... H 1-1 b 10 M21A r W8X31 1 .118. 21.563,11 .041 36.6561y_ 11 377119.0... 410850 52.791 1113.877,1. [H1-1b 11 M21 W8X31 .104 32.958 10 .056 5.885 y 1 326.512.6... 410850 52.791 113.877 1.. a H1-1 b 12 M20 [ W8X31 098 331101 .029 19.5 y 9 2829057 . 410850 52.791 113.877'1 H1-1b 13 M19A W8X31 .081 0 I 3 .004 0 y 8 385080.1... 410850 52.791 113.877 1....H1-1 b* .073014 M22 I W8X31 .020 , 0 L y 2 326512.6...' 410850 52.791 113.87711..., H1-1 b 15 M18A W8X31 .069 0 3 .004 0 y 8 385080.1... 410850 52.791 113.877 1. .H1-1 b* 16 i M18 W8X31 .059 132 11 .008 , 19.5 y 12 282905.7... 410850 52.791 113.877 1.... H1-1 b 17 M25 W8X31 .035 ',33.125 10 .021 60 _y 9 385080.1... 410850 52.791 113.877 1.. . H1-lb 18__!- M36 L4X4X4 .032 0 1 10' .006 0_ y 10 47934.11 62532 3.138 , 6.715 1 . . H2-1 19 M38 L4X4X4 .031 36 11 .003 36 y 11 47934 11 62532 3.138 6.715 1 . H2-1 20 M26 I W8X31 .022 l33 1251101 .015 60 ,y 9 385080.1-1 4108501 52.791 113.877'1. - H1-1 b 1 21 M16A W8X31 .019 28 2 .015 56 y 2 388308 s..i410850 52.791 113.877 1.... H 1-1 b 22 M 17 W8X31 _ .016 1 28 2 .015 T-56 I y 2 388308 6..1 410850 52.791 1 113 87711.. 1 H 1-1b 23 M37 L4X4X4 .010 28 11 .002 , 28 y 8 .48963.01 62532 3.138 6.897 2_ H2-1_ 24 M11 W8X31L .006 18 2_ .010 36 y 2 401379.9... 410850 52.791 113.877 1.. H1-lby 25 M23 W8X31 .003 18 11 .005 0 y 2 401379.9... 410850 52.791 113.8771_ H1-1b 26 M24 W8X31_ 1 003 18 10 .006 36 y 2 401379.9... 410850 52.791 113.877 1. . H 1-1 bJ RISA-3D Version 17.0.0 [K:\...\...\...\...\...\3- SA\RISA\P008063A -Platform.R3D] Page 7 T-Mobile Site ID:PO08063A KH Job#KHCLE-5565 Site Name:HWY 217&GREENBURG Page 7 APPENDIX D RF Data Sheet/Proposed Scoping Document kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh. NC 27601 919 677 2000 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 RAN Template: A81 Template: P008063A_Sprint Retain 1 56790EZ_SR_T 56790EZ_SR_T Print Name;Standard PORs:New Build_Sprint Keep Section 1 -Site Information Site ID: P008063A Site Name: Hwy 217&Greenburg Latitude: 45.44364361 Status: Final Site Class: Roof Top Mount Longitude. -122.77486080 Version: 1 Site Type: Building Address: 9600 SW Oak St Project Type: Sprint Retain Plan Year: 2020 City,State. Portland,OR Approved: 12/3/2020 9:3:00 AM Market: PORTLAND OR Region: WEST Approved By: Burden.Christopher39@T-Mobile.com Vendor: Nokia Last Modified: 12/3/2020 9:3:00 AM Landlord: Private Landlord Last Modified By: Burden.Christopher39@T-Mobile.com RAN Template: 56790EZ_SR_T AL Template: 56790EZ SR_T Sector Count: 3 Antenna Count: 6 Coax Line Count: 0 TMA Count: 0 RRU Count: 6 Section 2-Existing Template Images This section is intentionally blank.---- https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 1/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 Section 3 - Proposed Template Images P008063.jpg https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 2/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 Configuration 56790EZ_SR_T * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) FDD - Lowband LB+MBacto B12 (L700) — 5 MHz Passive Antenna B71 (L600) —10 MHz B71 (N600) — 10 MHz 119+ FDD - Midband B4 (L2100) — 20 MHz B66 (AWS3) — 5MHz k B2 (L1900) — 20 MHz �f '• f B25 (L1900) — 20 MHz SRAN —GSM PCS 8 7 6 5 4 3 2 2 .:2111tl TDD - Band 41 L2.5(2.5GHz)— 60 MHz r, N41(2.5GHz) — 100MHz +2nd carrier (<=80MHz) AHLOA AHFIG 700+600 AWS+PCS Top Ground HCS2.0 HCS2.0 HCS2.0 TowerTop TowerTop ' TowerTop r SRAN LIE + GSM FSMF 5G Airscale GSM PCS LTE FDDITDD Airscalel Notes: https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 3/9 12/3/2020 PO08063A_Sprint Retain_1_2020-12-03 Section 4 -Siteplan Images This section is intentionally blank.--- https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 4/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 RAN Template: A&L Template: PO08063A Sprint Retain 1 56790EZ_SR_T 56790EZ_SR_T — — Print Name:Standard PORs:New Build_Sprint Keep Section 5 -RAN Equipment Existing RAN Equipment ----This section is intentionally blank.-- Proposed RAN Equipment Template: 56790EZ_SR_T • Enclosure 1 2 3 4 Enclosure (Delta HPL3 600A DC plant) (Tower Top Mount(Nokia)) (Ancillary Equipment(Nokia) (Delta LB3 Battery Cabinet(4 strings)) Type Baseband ASIB ASIK ASIK ASIB L700 IN2500] 1N600L 11.25001, L600 FSMF L2,00 1(G1900L L1900 Baseband ABIA(x 2) ABTA' ABIL(x 3) Submodule IL2100 1 L700 j N2500 L1900 L600 (ABIL) N600)J ABIC(x 3 f iL2500L Baseband Subrack (AMIA(x 2)) Hybrid Cable Voltage Booster PowerPlus w/2 175'HCS 2.0 Trunk-12#6AWG 24 System Amplifier Raycap SM FIBER PR Extra Amplifier for PowerPlus 75'HCS 2.0 Trunk-12#6AWG 24 Voltage Booster (SM FIBER PR 100'HCS 2.0 Trunk-12#6AWG 24 SM FIBER PR Junction Box Nokia HCS 2.0 Tower Junction Box (x3) Power (Rectifier Shelf*Select size') (Batteries*Select size subsystem (Breakers*Select size Radio AHLOA(x 3) AHFIG(x 3) L700 L2100 L600 l L1900 N600 ^ G1900 Transport (CSR IXRe V2(Gen2)) System RAN Scope of Work: 12/01/2020 56790EZ_SR T No CDMA. 3-HCS 2.0 175'75'100'. HPL3 LB3 Booster also added https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?Iayoutld=9d093d66-e632-4403-9... 5/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 • c RAN Template: A&L Template: P008063A Sprint Retain 1 56790EZ_SR_T 56790EZ_SR_T — — Print Name:Standard PORs:New Build_Sprint Keep Section 6-A&L Equipment Existing Template: Custom Proposed Template: 56790EZ_SR_T Sector 1 (Proposed)view from front(Note:the images show view from behind) Coverage Type (A-Outdoor Macro) Antenna ll 1 2 Antenna (Commscope-FFVV-65C-R3-V1(Otto) (AEHC(Active Antenna-Massive MIMO)) Model Azimuth 45 45 M.Tilt O O Height 70 70 Ports P1 P2 P3 P4 P5 Active Tech. (L700)(L600.) (L700)(1_600) (L2100.)(L1900) (L2100)(L1900) (L2500)(N2500) (N600) (N600) (61900) (G1900) Dark Tech. Restricted Tech. Decomm. Tech. E.Tilt Cables _ Fiber Jumper- Fiber Jumper- Fiber Jumper-15 ft. TMAs Diplexers t Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: https://rfds-prod-web-core-secure.geo.cf.t-mobile.tom/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 6/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 RAN Template: A&L Template: P008063A Sprint Retain 1 56790EZ_SR_T 56790EZ_SR_T — — Print Name:Standard PORs:New Build_Sprint Keep view from front(Nc the images ,, w view from behind) Coverage Type A-Outdoor Macro Antenna 1 2 Model a (Commscope-FFVV-65C-R3-V1(Octo) (AEHC(Active Antenna-Massive MIMO)) Azimuth 120 M.Tilt 0 0 Height 70 70 Ports P1 P2 P3 P4 P5 Active Tech. (L700)(L600) (L700)(L600) + (L2100)(L1900) (L2100)(L1900) (L2500)(N2500) (N600) (N600) (G1900) (G1900) Dark Tech. Restricted Tech. Decomm. Tech. E.Tilt __ __._. Cables _ [Fiber Jumper- ' 'Fiber Jumper- +Fiber Jumper 15ft 15 ft:_.. 15 ft.._____ TMAs Diplexers I Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 7/9 . , .+104„.00000.0r 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 RAN Template: AM.Template: 56790EZ_SR_T 56790EZ_SR_T r P008063A_Sprint Retain_l Print Name:Standard PORs:New Build_Sprint Keep Sector 3(Proposed)view from front(Note:the images show view from behind) (Coverage Type IA-Outdoor Macro) Antenna 1 2 Antenna (Commscope-FFVV-65C-R3-V1(Octo)) (AEHC(Active Antenna-Massive MIMO)) Model Azimuth (225) 0 M.nit 0 0 Height 0 CI Ports P1 P2 P3 P4 P5 Active Tech. 0t *1(tt \ _700) _600) (1.700)(L600) (1.2100)(L1900) (1.2100)(L1900) (12500)(N2500) (N600..) (N600) (G1900) (G1900) Dark Tech. Restricted Tech. Decomm. Tech, E.Tilt Cables 'Fiber Jumper-) '[Fiber Jumper- ' iFibe—r--"Ju-m—per-15it) 115 ft. ,... TMAs Diplexers/ Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: . i I https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951dd-a322-458c-8876-a6b5c43bf8f0?layoutlth9d093d66-e632-4403-9... 8/9 12/3/2020 P008063A_Sprint Retain_1_2020-12-03 RAN Template: A&L Template: P008063A_Sprint Retain_1 56790EZ_SR_T 56790EZ_SR_T Print Name:Standard PORs:New Build_Sprint Keep Section 7 -Power Systems Equipment Existing Power Systems Equipment --This section is intentionally blank.-- Proposed Power Systems Equipment J https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/b38951 dd-a322-458c-8876-a6b5c43bf8f0?layoutld=9d093d66-e632-4403-9... 9/9