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Report RECEIVED OFFICE COPY APE I . At Kimley>> Horn Smartlink Group, LLC. CITY OF TIGARD Kevin Fraleigh, P.E. 11232 120th Ave NE, Suite 204 BUILDING DIVISION 3875 Embassy Pkwy#280 Kirkland, WA 98033 Akron, OH 44333 (406) 749-0046 (216) 505-8256 I3jP202/—wv 5'9 Date: April 14, 2021 ? o0 !] S/( K-H Project #: KHCLE-5566 Mount Analysis Report Carrier Designation: T-Mobile Site ID: P008063A Alternate Site ID: P063XC005 T-Mobile Site Name: HWY 217 & GREENBURG T-Mobile Project: SPRINT RETAIN Analysis Criteria: Code Requirements: TIA-222-H, 2019 OSSC, ASCE 7, AISC Ultimate Wind Speed: 97 mph w/0" ice Wind Speed w/ Ice: 30 mph w/ 1.50" ice Site Data: 9600 SW Oak St, Tigard, OR, 97216 Washington County Latitude 45.44364361° N, Longitude 122.77486080° W T-Mobile Market: Portland OR 62 ft Rooftop w/(3) Rooftop Pipe Frames Mr. Michael Birndorf, Kimley-Horn and Associates, Inc. is pleased to submit this "Mount Analysis Report" to assess the structural integrity of the above mentioned antenna mounting configuration. Please do not hesitate to contact us for assistance with this or any other projects. The purpose of the analysis is to determine the acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: Mount Rating: 43.6% Pass s.cRUCTURq4 GpPROp Mount analysis prepared by: Alex Rice, E.I. o.��¢�L'N ``� s�o� 4 Respectfully Submitted by: 950" David Franklin, S.E. OREGON Lic. # 95062PE, Ex. 12/31/2021 zd 0'11-2)�� 4 Kimley-Horn &Associates, Inc. COA#303435-86 /1//c��A ��¢� VALIDITY OF PERMIT EXPIRES: 12-31-2021 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 105.4 kimley-horn.com 421 Fayetteville St, Suite 600, Raleigh, NC 27601 (919)677-2000 foe 1 SITE ID:P008063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY 217&GREENBURG Page 2 • INTRODUCTION At the request of Smartlink Group, LLC., Kimley-Horn and Associates, Inc. performed a mount analysis of the mounting configuration located in Tigard, OR. The purpose of the analysis is to determine the adequacy of the mounting configuration to support the loading configuration outlined in Appendix A (Mount Analysis Summary Form), pursuant to the referenced standards. ra • 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 ASCE/AISC/TIA requirements. The program calculates member stresses for various loading cases and selected output from the analysis is included in the appendices. 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 Seismic Ss: 0.864 Seismic Si: 0.396 • SUPPORTING DOCUMENTATION Information on the current mount geometry, member sizes, 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 mount has been properly erected and maintained per the original specifications and the capacity has not significantly changed from the"as new" condition. Mount Mapping High Tower Solutions, dated 03/24/2021 Mount Des!9n Not Provided Previous Mount Analysis Powder River, dated 10/09/2012 Site Photos Smartlink, dated 01/25/2020 Previous Mount Modifications Not Provided Previous Construction Drawings New Horizons, Rev. C, dated 02/13/2014 Mount Loading Data T-Mobile RFDS P008063A Version 1, dated 12/03/2021 kimley-horn.com 421 Fayetteville St. Suite 600, Raleigh, NC 27601 (919) 677-2000 SITE ID:P008063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY217&GREENBURG Page 3 • ANALYSIS RESULTS The table below shows a maximum usage summary for the mounting configuration. 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 appendices at the end of this report. Usages up to 105% are considered acceptable per industry standard practice. Structure Usages: Structure Controlling Result Component Usage Mount 43.6% Pass • CONCLUSIONS & RECOMMENDATIONS According to our structural analysis, the mounting configuration has been found to be sufficient. The mount can support the referenced loading in accordance with the structural strength requirements of ANSI/TIA-222-H, 2019 OSSC, ASCE, and AISC. kimley-horn.com 421 Fayetteville St,Suite 600, Raleigh, NC 27601 (919) 677-2000 SITE ID:P008063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY 217&GREENBURG Page 4 ■ ASSUMPTIONS AND LIMITATIONS This report is not a condition assessment of the mount; It is an engineering analysis based upon the theoretical capacity of the structure. Unless told otherwise, we assume the mount to be in "like new" condition. It is the responsibility of our client and the asset owner to verify that the provided information regarding the mount model and loading is accurate. If these assumptions are not accurate, Kimley-Horn&Associates, Inc.should be notified immediately to perform a revised analysis. 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 mount. kimley-horn.com 421 Fayetteville St,Suite 600, Raleigh, NC 27601 (919)677-2000 SITE ID:P008063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY 217&GREENBURG Page 5 APPENDIX A MOUNT ANALYSIS SUMMARY FORM kimley-horn.com 421 Fayetteville St,Suite 600, Raleigh, NC 27601 (919) 677-2000 I Mount Analysis Summary Form General Info Site Name HWY 217 GREENBURG The information contained in this summaryreport is not to be used Site Number PO63XC005 T-Mobile Site Number PO06063A independently from the PE stamped mount analysis. Date of Analysis 4/14/21 Company Performing Analysis Kimley-Horn Tower Info Description Date Design Parameters Analysis Results(%Maximum Usage) Tower Type(G,SST,MP) Rooftop Design Code Used TIA-222-H Final Configuration Tower Height(top of steel AGL) 62' AISC 360,ASCE 7 Mount(%) 1 43.6% Tower Manufacturer N/A Location of Tower(County,State) Washington,OR Mount Manufacturer N/A Ultimate Wind Speed(mph) 97 _ Mount Design N/A 3/26/2004 Ice Thickness(in) 1.5 Previous Mount Analysis Powder River 10/9/2012 Risk Category(I,II,Ill,IV) II Previous Construction Drawings New Horizons,Rev.C 2/13/2014 Exposure Category(B,C,D) C Site Photos Smartlink 1/25/2014 Topographic Category(1 to 5) 1 Previous Structural Analysis N/A Steel Yield Strength(ksi) Pipes 35 Plates/Angle/Channel 36 HSS Tube 36 Note:Grades have been assumed based on prior experience with similar mounts. Final Configuration Antenna Mount Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Height(ft) T-Mobile 70 70 3 Panel CommScope FFVV-65C-R3-V1(Octo) 45/120/225 3 Unknown Pipe Frames T-Mobile 70 70 3 Panel Nokia _ AEHC 45/120/225 on the same mounts T-Mobile 70 70 3 RRH Nokia AHLOA on the same mounts T-Mobile 70 70 3 RRH Nokia AHFIG on the same mounts T-Mobile 70 70 2 COVP Nokia HCS 2.0 Breakout Pendant on the same mounts Note:Only loading installed on the analyzed mount was considered in the model. SITE ID:PO08063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY 217&GREENBURG Page 6 APPENDIX B ANALYSIS RESULTS kimley-horn.com 421 Fayetteville St, Suite 600, Raleigh, NC 27601 (919) 677-2000 General Criteria Wind Summary Date April 14,2021 TIA Standard H Basic Wind Speed w/o Ice,V(mph) 97.00 K i m l ey)>>H a r n Client T-Mobile IBC Edition 2018 Velocity Pressure Coeff.,K, 1 17 Site# P008063A Structure Class Velocity Pressure,q,(wlo Ice)(psf) 26.70 Site Name HWY 217&GREENBURG Risk Category II Project# KHCLE-5565 Ice Load Summary Site-Specific Criteria Basic Wind Speed w/Ice,V,(mph) 30.00 Exposure Category C Design Ice Thick.(ASCE 7-16) ,q(in) 1.5 Topographic Factor,K,r, 1.00 Velocity Pressure,q,(wl Ice)(psf) 2.55 Structure Base Elev.CAMEL),;(ft) 172.00 Escalated Ice Thick.@ Mount,t;,(in) 1.62 Ground Effect Factor,K. 0.99 Seismic Load Summary Mount&Structure Criteria Spectra Response(Short Periods),S. 0.864 Mount Elevation(AGL)(ft) 70.00 Spectral Response(1-Sec.Period),Sr 0.396 Structure Height(ft) 60.00 Site Class D Structure Type Rooftop Seismic Design Category D Seismic Risk Category II Constants Wind Direction Probability Factor,Kd 0.95 Snow Load Summary Gust Effect Factor,Gh 1 Ground Snow Load,p9(psf) 1 Shielding Factor,K.(antenna) 0.9 Snow Load on Flat Roofs,pi(psf) 111 Shielding Factor,K.(mount) 0.9 Wind Force,Fd,(lb) Antenna Name QtyShapeDimensions(in) Weight Joint Labels EPA(ft?) (lb) No Ice With Ice H W I D Alpha I Beta I Gamma I Delta Front I Side Front I Side Front Side FFW-65C-R3-V1 1 Flat 95.9 25.2 9.3 183.4 A1T A1B 21.12 9.32 507.56 223.97 55.99 28.29 AEHC 1 Flat 35.4 22.8 8.3 99.2 A2T A28 6.74 2.6 161.97 62.48 19.3 8.78 AHFIG 1 Flat 27.6 13.4 5.6 79.4 AMR 0.7 1.54 16.87 37.03 2.7 4.91 AHLOA 1 Flat 22.1 12.1 7.4 83.8 AMR 1.11 0.7 26.78 16.71 3.72 2.58 Breakout Pendant 1 Flat 16.9 6.7 4.7 50 A2R 0.47 0.34 11.35 8.28 1.92 1.53 FFW-65C-R341 1 Flat 95.9 25.2 9.3 183.4 1317 B1B 21.12 9.32 507.56 223.97 55.99 28.29 AEHC 1 Flat 35.4 22.8 8.3 99.2 B2T B2B 6.74 2.6 161.97 62.48 19.3 8.78 AHFIG 1 Flat 27.6 13.4 5.6 79.4 B1R 0.7 1.54 16.87 37.03 2.7 4.91 AHLOA 1 Flat 22.1 12.1 7.4 83.8 B1R 0.7 1.11 16.71 26.78 2.58 3.72 Breakout Pendant 1 Flat 16.9 6.7 4.7 50 B2R 0.47 0.34 11.35 8.28 1.92 1.53 Idmley hoifz 421 Fayetteville Street,Suite 600,Raleigh,NC 27601 (919)677-2000 z x Y 1 A Lfli, 1",;,;::: '.. :''R i :\,;LA ,, MA 111 „. NII gyp,. 111 69 10.cog ;,; 000, as •7 �54 1,.. o 155 o. 78 70 153 Envelope Only Solution Kimley-Horn and Associat... SK- 1 ADR Apr 14, 2021 at 3:36 PM P008063A.r3d z ►I X Y .117 4109 Envelope Only Solution Kimley-Horn and Associat... SK- 2 ADR Apr 14, 2021 at 3:37 PM P008063A.r3d Section Sets Base Column Verticals X Y Brace Face Honz. Mount Pipe RIGID 03 al y to :7+9. Et L2.5x2 cri = o .00 ui I-4C • `t m4 c n cn erm co co o ao NSS`• a +N m w N' co 0 Envelope Only Solution Kimley-Horn and Associat.. SK-3 ADR Apr 14, 2021 at 3:37 PM P008063A.r3d Z • X Y 41111116 r fax Envelope Only Solution Kimley-Horn and Associat.. SK-4 ADR Apr 14, 2021 at 3:37 PM P008063A.r3d Z 1 x Y i 9.811Ib/ft "fC 5.8251b!21b cd 6631b•%r -Ili s�d% -12.26��/i�� '�' .8251b/ft,1 10.221b! rti -. dt, r -12.2641b/ r1 �i 0� -82.6631b - -6.3' -12.26, •a�. -259 �''• / 12.2641 b/f � 59.5 ie 60 b i 1c :. . b � �. 6631b 0% -].,c ..• .. Ili"9-8111b/ its‘i •'� %� ,rs ►.4,,., 2291b/ft �V;= 474.4 ! a . -10.22'.��;�_ -25E9011t -12.2641b!le Loads:LC 3,1.2D+1.0W(0) Envelope Only Solution Kimley-Horn and Associat... SK- 5 ADR Apr 14, 2021 at 3:38 PM P008063A.r3d Z Code Check (Env) 40. No Calc >1.0 X y .90-1.0 .75-.90 .50-.75 0.-.50 1 7.!IV •78 0 li .,.- 1 L. ‘ialk Member Code Checks Displayed(Enveloped) Envelope Only Solution Kimley-Horn and Associat... SK- 6 ADR Apr 14, 2021 at 3:38 PM i P008063A.r3d Z Shear Check (Env) No Calc X Y .90-1.0 .75-.90 .50-.75 0.-.50 1 1 i '8 %i,' •0,9 J .01 `_ • i rn o , '�n M �� 09 0 lio ,� i 9,L ilklilt4 .Or o ♦ pg 771, Member Shear Checks Displayed(Enveloped) Envelope Only Solution Kimley-Horn and Associat... SK- 7 ADR Apr 14, 2021 at 3:39 PM P008063A.r3d IICompanyIRISA : Kimley-Horn and Associates, Inc. Apr 14, 2021 Designer ADR 3:36 PM Job Number Checked By: rrscE-FK(rMPAN,; Model Name : Hot Rolled Steel Properties Label E[ksi] ] Nu Yield[ksi] Ry Fu[ksi] Rt 1 -J A992 29000 i 11154 .3 Therm \1E..Densit49.65 k/ft., 50 1.1 1 65 1.1 2 1 A36 Gr.36 29000 j_ 11154 ' .3 .65 .49 36 + 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 I 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 LL 1.3 5 A500 Gr.B Rest 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 - 35 1.6 60 1.2 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_Ln2] lyy[in4] Izz[in4] J[in4] 1 Base HSS4X4X4 Beam None ASoo Gr.a. . Typical 3.37 7.8 7.8 12.8 2 Column HSS5.000X0.188 Column 1 None A53 Gr.B Typical 2.64 7.69 7.69 j 15.4 3 Verticals P3.5 STD Column None A53 Gr.B Typical 2.68 4.788 4.788 9.575 4 _ Brace L2.5x2.5x4 VBrace None A53 Gr.B Typical 1.19 .692 1_.692 .026 5 Face Horiz. P3.5 STD Beam None A53 Gr.B Typal 2.68 4.788 4.788 9.575 6 Mount Pipe P2 STD Column None A53 Gr.BllycalL 1.075 .666 .666 1.331 Joint Coordinates and Temperatures Label X[in] Y[in] Z[in] Temp[F] Detach From Diap,_ 1 N53 237.089617 -163.064956 0 0 2 N54 225.207436 -262.860065 1 0 0 3 N55 124.882181 14. 9.704891 0 0 4 N56 113 1 -249.5 0 0 5 N57 237.089617 -163.064956 7 0 6 N58 225.207436 _ -262.860065 7 0 7 N59 124.882181 149.704891 7 1 0 8 N60 113 -249.5 7 0 L 9 N61 237.089617 -163.064956 , 10 0 10 N62 225.207436 -262.860065 10 0 11 i N63 124.882181 -149.704891 10 0 12 N64 113 -249.5 10 0 13 N65 244.04052 -163.89257 10 0 14 N66 � 232.158339 -263.687679 10 15 N67 117.931278 -148.877276 10 0 16 N68 106.049097 -248.672385 10 0 17 N69 208.326671 , -260.850143 10 0 18 N70 208.293019 1 _-159.636267 j 10 0 19 N71 208.326671 -260.850143 76 0 20 N72 _ 208.293019 -159.636267 76 0 21 _ N73 208.326671 -260.850143 52 0 r 22 N74 208.293019 -159.636267 52 0 23 N75 _ 208.326671 260.850143 65 0 241 N76 208.293019 -159.636267 23 0 25 1 N77 166.621253 -255.884456 10 0 26 N78 166.5876 -154.670579 10 0 27 N79 208.326671 -260.850143 71 0 28 N80 208.293019 -159.636267 j 71 0 29 L N81 211.262079 j -261.19965 1 71 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 1 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 IIIRISA Job Nu Designermber : ADR 3:36PM Checked By: AN,. Model Name : Joint Coordinates and Temperatures (Continued) Label X [in] Y_ in Z[in] Temp[F] Detach From Diap... 30 N82 211.315528 -159.996144 71 0 31 N83 211.238147 -306.514653 71 0 L_32 ____ N84 211.33946 -114.681141 71 0 33 N85 211.326796 -138.66033 71 0 34 N86 211.301468 -186.618708 71 0 35 N87 214.305755 -139.015022 107 0 36 ! N 214.280426 � -186.9734 107 0 37 N89 214.305755 -139.015022 71 0 38 1_ N90 214.280426 -186.9734 71 0 39 N91 214.305755 -139.015022 35 0 1 40 N92 214.280426 -186.9734 35 0 41 N93 214.305755 -139.015022 104 0 42 I N94 214.280426 -186.9734 104 0 43 Al T 217.284713 -139.369714 104 0 -------------- - - - 44 A2T 217.259385 -187.328092 104 0 45 N97 214.305755 -139.015022 38 0 46 N98 214.280426 -186.9734 38 0 47 Al B 217.284713 -139.369714 38 0 48 A2B --__ 217.259385 -187.328092 38 0 49 Al R 211.326796 -138.66033 95 0 50 A2R 211.301468 -186.618708 95 0 51 N103 214 305755 -139.015022 95 0 52 r N104 [ 214 28.0426 [ -186.9734 95 0 53 N55A 169 -449 0 0 54 N56A L 168.901286 -564.04886 0 0 55 N59A 169 -449 7 0 56 N60A 168.901286 -564.04886 7 0 _ 57 N63A 169 -449 10 0 58 N64A 168.901286 -564.04886 10 0 59 N67A 158.512493 -454.831998 10 0 60 N68A _ 158.413779 -569.880858 10 0 j 61 N61A r 210.950027 -425.672008 0 _ 0 62 N62A 210.851313 -540.720868 0 0 63 N63B 210.950027 -425.672008 7 0 64 N64B 210.851313 -540.720868 7 0 65 N65A 210.950027 -425.672008 10 0 66 N66A 210.851313 [ -540.720868 10 0 67 N67B 221.437534 -419.84001 10 0 68 N68B 221.33882 -534.88887 10 0 69 N69A 212.697945 -424.700008 10 70 N70A 212.599231 -539.748868 10 0 71 N71A 175.991671 -445.112001 10 0 72 N72A 175.892957 -560.160862 10 0 73 N73A 212.697945 -424.700008 52 0 74 N74A 212.599231 -539.748868 52 0 75 N75A 212.697945 -424.700008 76 0 76 j _ N76A 212.599231 4 -539.748868 76 1 0 77 N77A 212.599231 -539.748868 23 0 78 N78A 212.697945 -424.700008 65 0 79 N79A 212.697945 -424.700008 71 0 218.329626 -536.562252 i 71 0 80 N80A l --_ _ _ 1_81 N83A 218.329015 -421.568626 71 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 2 I I Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 DesignerJob Number :. A D R I RISA 3:36 PM Checked By: A NFMFTSCHFK COWAN, Model Name : Joint Coordinates and Temperatures (Continued) Label Jqn] Y[in] Z[411_ Temp[F] Detach From Diapn 82 N84A 212.599231 -539.748868- 71 0 83 N85A 218.329833 -575.465569 71 0 1 84 N86A 218.328808_L -382.66531 71 0 85 N89A 218.329193 , -454.965407 71 0 86 N91A 218.328936 -406.765342 71 0 87 N87A 221.639312 -453.124682 71 0 881 N88A 222.141582 -404.645168 71 0 89 N89B 221.639312 -453.124682 1 107 0 90 N90A 222.141582 -404.645168 107 0 91 N91 B 221.639312 -453.124682 35 0 92 N92A 222.141582 -404.645168 35 0 93 N93A _221.639312 -453.124682 38 0 94 N94A 222.141582 -404.645168 38 I_ 0 95 B2B 224.261189 -451.666683 38 0 96 B1B 224.763459 -403.187168 t 38 0 97 N97A 221.639312 -453.124682 104 0 98 N98A 222.141582 -404.645168 104 0 99 B2T 224.261189 -451.666683 104 0 100 131T 224.763459 -403.187168 104 0 101 B2R 218.329193 -454.965407 81 0 021 B1R 218.328936 -406.765342 81 0 103 N103A 221.639312 -453.124682 81 0 I-104 N104A 222.141582 -404.645168 81 0 i Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List_ Material Design Rules 1 M29 N56 N60 I1 Column Column None FA53 Gr.B Ty&al 2 M30 N55 N59 Column Column None A53 Gr.B Typical --1 3 M31 N54 N58 Column Column None A53 Gr.B Typical 4 M32 N53 N57 ----1 Column Column None A53 Gr.B Typical 5 M33 N67 N65 Base Beam None A500 Gr.... Typical I 6 M34 N68 N66 Base Beam None A500 Gr.... Typical 7 M35 N69 N71 Verticals Column None A53 Gr.B Typical 8 M361 N70 N72 Verticals iColumn None A53 Gr.B Typical _ 9 M37 N77 N73 Brace VBrace None A53 Gr.B Typical 10 M38 N78 N74 270 Brace VBrace l None A53 Gr.B Typical 11 M39 N76 N75 ' 90 Brace VBrace None A53 Gr.B Typical 12 r M 4 0 N60 N64 RIGID None None RIGID Typical 13 1 M41 N59 N63 RIGID None None RIGID Typical 14Jj42 N58 N62 RIGID None None RIGID Typical 15 M43 N57 N61 RIGID None None RIGID Typical 16 M44 N84 N83 J Face Honz. Beam None A53 Gr.B Typical 17 1 M45 N80 N82 RIGID None None RIGIDTypical 18 M46- :- N79 1 N81 RIGID None , None RIGID Typical 19 M47 N92 N88 Mount Pipe Column None A53 Gr.B Typical 20 M48 N91 N87 Mount Pipe Cdumn None A53 Gr.131 Typical 21 M49 N94 A2T RIGID None None RIGID Typical 22 M50 N98 A2B -. RIGID None None RIGID I Typical 23 M51 N90 N86 RIGID None None RIGID ' Typical 24 M52 , N85 N89 1 RIGID None None RIGID Typical 1 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 3 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany' ISA Designer ADR 3:36 PM Job Number Checked By: Model Name : Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Desgn List Material Design Rules 25 M53 N93 A1T RIGID None None RIGID Typical ._ 26 1 M54 N97 1 Al B RIGID j None None RIGID T 'cal 27 M55 N104 A2R RIGID None None I RIGID Typical 28 M56 A1R N103 RIGID None None RIGID Typical 29 M29A N56A N60A Column Column None A53 Gr.B' T ical 30 ' M30A A N59A N55 Column Column None ---- — — - -- IA53 Gr.B Typical 31 M40A N60A N64A RIGID None None RIGID Typical 32 M41A N59A N63A RIGID None 1 None RIGID T 'cal 33 M33A N62A N64B Column Column None A53 Gr.B T ical 34 M34A N61A N63B Column Column None ,A53 Gr.B Typical 35 M35A N64B N66A RIGID None None RIGID Typical 36 M36A N63B N65A RIGID None None RIGID Typical 37 M37A N67B N67A Base Beam None A500 Gr....1 Typical 38 M38A N68B , N68A Base _Beam 1 None A500 Gr.... Typical 39 M39A I N71A N73A 270 Brace VBrace None A53 Gr.B Typical 40 M4OB N72A N74A Brace VBrace I None A53 Gr.B Typical 42 M42A N67A N78A Brace VBrace None A53 Gr.B Typical N75A T L Verticals Column None A53 Gr.B Typical 43 M43A N70A N76A _ Verticals Column None A53 Gr.B', Typical 44 M44A N85A j N86A Face Horiz. Beam None A53 Gr.BI Typical 45 M45A I N83A N79A RIGID None None RIGID T ical 46 M46A _I-_N84A N80A RIGID None None RIGID T 'cal 47 M47A N90A N92A Mount Pipe Column None A53 Gr.B Typical 48 M48A_ N89B N91 B Mount Pipe Column None A53 Gr.B T 'cal 49 M49A N98A B1T RIGID None ' None RIGID 1 Typical 50 M50A N88A N91A —I RIGID None None RIGID Typical 51 M51A N97A B2T RIGID None None RIGID _ T ical 52 M52A T N89A PN87A RIGID None None 1. RIGID T Typical 53 M53A B2B N93A RIGID None None RIGID I T ical 54 M54A BIB N94A RIGID [ None None RIGID T 'cal 55 M55A N104A B1 R RIGID None None , RIGID Typical 56 M56A B2R N103A I RIGID None None RIGID Typical Basic Load Cases BLC Description Category X Gr...Y Gr.. Z Gravity Joint Point Distributed Area(Member) Surface(PlateiW... 1 Dead DL -1 14 2 . Dead of Ice RL 14 28 4 Structure Wind... None 56 5 Structure Wind... None �— 56 6 Structure Wind... None � 56 7 Structure Wind... None 56 8 _Structure Wind... None -1 56 _-- 9 Structure Wind... None 56 10 'Structure Wind... None 56 _ 11 1Structure Wind... None 56 12 Structure Wind... None 56 _ 13 'Structure Wind... None 156 14 Structure Wind... None 56 15 Structure Wind... None 56 16 Structure Wind... None 1 56 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 4 " . , k • : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany IR1SA Designer : ADR 3:36PM Job Number Checked By Model Name : Basic Load Cases (Continued) BLC Description Category X Gr...Y Gr... Z Gravity Joint Point Distributed A rea(Membetl Surface(PlateNV... 17 Structure Wind... None 56 I 18 Structure Wind None 56 19 Structure Wind... None 56 20 !Antenna Wind ... None 28 ! 21 Antenna Wind ..J None I 28 I 28 22 Antenna Wind J None.. 23 Antenna Wind. None T 28 1 24 Antenna Wind ..._�. ._ _ None 28 25 Antenna Wind None 28 26 jAntenna Wind .. None 28 27 Antenna Wind .. None 28 28 Antenna Wind ... None 28 --- --- --------29 Antenna Wind ... None _ 28 30 ntenna Wind ... None L 28 F 31 Antenna Wind ... _None 28 32 Antenna Wind... None 28 1 33 Antenna Wind ... None _ 28 34 ''Antenna Wind None 28 35 Antenna Wind ... None 28 36 i SeismicX ELX 14 28 37 SeismicY ELY 14 ; 28 1 Load Combinations Description So..PDe..SR..BLC Fac..BLCFac..BLCFac..BLC Fac..BLCFac..BLCFac..BLC__ Fac..BLCFac..BLCFac..BLCFac... 1 Summar y 1.0D+ 1. ..Yes Y DLI 1 20 1 T . 2 1.4D Yes Y � J DL � 3 ! 1.2D + 1.0W(0) Yes Y DL 1.2 4 1 20 1 4 1.2_D+ 1.0W(30) Yes Y ;DL 1.2 5 1 21 1 5 1.2D+ 1.0W(45) Yes Y DLF 1.2 6 1 122 1 6 1.2D+ 1.OW60 ,Yes Y DLH1.2 711 1 23 1 I 7 1.2D + 1.0W(90) Yes Y DL 1.2 8 1 24 1 8 1.2D+ 1.0W(120)1Yes, Y DL 1.2 9 1 25 1 9 1.2D+ 1.0W(135)Yes Y DL 1.2 10 1 26 1 10 1.2D+ 1.0W(150) Y 'DL,1.2 11 1 27' 1 11 1.2D+ 1.0W(180)Yes Y DL 1.2 4 -1 20 -1 12 1.2D+ 1.0W(210)Yes Y I DL 1.2 5 __.-1 21 -1 13 1.2D + 1.0WJ225)Yes Y DL 1.2 6 -1 22 -1 14 11.2D+ 1.0W(240)Yes _Y IDL 1.2 7 -1 23 -1 15 1.2D + ) 1 -1 -- 16 1.2D + 1.0W 300 Yes Y DL 1.2 9 -1 25. 1.0W(270) ---- 18 1 24� -1_ 17 1.2D + 1.OW 1 Yes DL 1,2 W(3 5) Y DL 1.2 10 -1 26 -1 18 I1.2D + 1.0W(330)Yes, Y ___DL1.2 11 -1 27 -1 L 19 `1.2D+ 1.0Di+1.0W...Yes Y DL 1.2 RL 1 12 1 28 1 I 20 i1.2D+ 1.0Di+1.0W...Yes Y DL 1.2 RL' 1 13 1 129 1 21 1.2D+ 1.0Di+1.0W...Yes Y DL 1.2 RL 1 14 1 30 1 22 -1.2D+1.0Di+1.0W...Yes Y 4 DL 1.2 RL 1 15 1 31 1 23 1.2D+ 1.0Di+1 0W...Yes Y DL 1.2 RL 1 16 1 32 1 24 [1.2D+ 1.0Di+1 OW..JYes[ Y 1DL 1.2 RL 1 17 1 33 1 L 25 1.2D+ 1.ODi+1.OW..'Yes Y DL 1.2 RL 1 18 1 34 1 26 1.2D+1.0Di+1.0W..YesF Y DI[1.2 'RL 1 19 1 35 1 I RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 5 g°Bed IP£J d£90800d\eSl2nvvJ - 4\...\...\...\...\ .\...\...\...\l 0 0 L 4 uoisJaA a£-VS12I 09- Z 1 JZV T L 8.£8- Z 1 1 NW 9 17.6L- Z 1 Nob 9 9.6q- Z 1 9ZV V 9.6t- Z 1 1ZV E 1-- 2.'1.6- Z 81.V Z L'46- Z 1 14V I. 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Apr 14, 2021 Designer ADR 3:36PM Job Number Checked By , �h,:,;.- Model Name : Joint Loads and Enforced Displacements(BLC 1 :Dead) (Continued) Joint Label L,D,M Direction Magnitude[(Ib,k-ft),kin rad),(Ib*s^2... 8 BIT L Z -91.7 9 B1 B L Z -91.7 10 B2T L Z -49.6 11 B2B L Z -49.6 12 BIR L Z -79.4 13 B1 R L Z -83.8 14 B2R L Z -50 Joint Loads and Enforced Displacements (BLC 2 :Dead of Ice) Joint Label L D,M Direction Ma n_itude[(Ib,k-ft), (inLrad),(Ib*s^2... 1 Al T L Z -202.788 2 Al B L Z -202.788 ------------- 3 A2T I L 1Z -76.466 4 A2B L j z L -76.466 5 _ Al R L , Z 1 -75.238 6 _ MR L Z -65.77 7 A2R L Z -31.029 8 BIT L Z -202.788 9 B1 B L Z -202.788 10 B2T L Z -76.466 11 B2B L Z -76.466 12 B1 R L Z -75.238 13 _ B1 R L Z -65.77 14 B2R L Z -31.029 Joint Loads and Enforced Displacements (BLC 20 :Antenna Wind (0)) Joint Label L,D,M Direction Magnitude[(Ib0k-ftfin,rad),(Ib*s"2.,. 1 MT L X -259.04 1 2 AlT L Y 0 3 Al B L X -259.04 4 Al B L Y 0 5 A2T L X -82.663 6 A2T L Y 0 7 A2B L X -82.66 3 8 A2B L L Y 0 9 Al R L X -17.216 10 AIR L Y 0 11 Al R L X -27.334 12 MR L Y 0 13 A2R L X -11.581 14— A2R L Y 0 15 B1 T L X -259.04 16 BIT L Y 0 17 B1 B L X -259.04 18 -- BIB L Y 0 19 B2T L X -82.663 20 B2T L Y 0 21 B2B L X -82.663 122 B2B L Y 0 23 B1 R L X -17.216 24 B1 R L Y 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d1 Page 7 IIIRISA Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 Job bstemrber ADR 3:36 PM Checked By A NFAIrTACH.Pk^,OMPAN,, Model Name Joint Loads and Enforced Displacements (BLC 20 :Antenna Wind (0)) (Continued) Joint Label L,D,M Direction MagnitudeRlb,k-fkijsrad),(1b*s^2.. 25 B1 R L X -17.053 26 B1 R L Y 0 27 1 B2R L X -11.581 28 1- B2R L Y T 0 Joint Loads and Enforced Displacements (BLC 21 :Antenna Wind (30)) Joint Label L,D,M Direction MagnitudeRlb,k-ft), (in,rad),(1b*s^2.. 1 MT L X -192.999 2 MT L Y 111.428 3 Al B L X -192.999 L 4 Al B L Y 111.428 1 5 A2T L X -60.596 6 A2T L Y 34.985 7 A2B L X -60.596 1 8 A2B L Y 34.985 9 Al R L X -19.365 10 AIR L Y 11.181 11 Al R L X -21.446 12 MR L Y 12.382 13 A2R L X -9.351 14 ' A2R L 1 Y 5.399 r 15 B1 T L i X -192.999 16J BIT L Y 111.428 1LJ B1 B L X -192.999 18 , BIB L Y 111.428 19 B2T L X -60.596 20 B2T L Y 34.985 21 B2B L X -60.596 22 B2B L Y 34.985 23 B1 R L X -19.365 24 B1 R L Y 11.181 L_25 B1 R L X -16.995 L2Qj B1 R L Y 9.812 27 B2R L X . -9.351 . 28 B2R L Y [ 5.399 Joint Loads and Enforced Displacements(BLC 22 :Antenna Wind (45)) Joint Label L,D,M Direction Magnitudej(lb,k4t), (in,rad),(1b*s^2.. 1 Al T L X -131.997 2 Al T L Y 131.997 3 Al B L X -131.997 4 Al B L Y 131.997 [ 5 A2T L X -40.501 6 A2T L L Y 40.501 7 A2B L X -40.501 - 8 A2B L Y 40.501 9 Al R L X . -19.45 10 Al R I L Y 19.45 11 Al R L X -15.693 12 AIR L Y 15.693 13 A2R L X I -7.081 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 8 .so IIIRISA Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 JDoe:Designer ADR 3:36 PM Checked By. , Model Name : Joint Loads and Enforced Displacements (BLC 22 :Antenna Wind (45)) (Continued) Joint Label L,D,M Direction Ma nituded(11),k-ft),Airvad),(1b*s^2... 14 A2R L Y 7.081 15 BIT L 1 X -131.997 16 : BIT L Y 131.997 17 B1 B L X -131.997 18 B1 B L Y 131.997 19 B2T L X -40.501 20 B2T L Y 40.501 21 B2 B L X -40.501 [ 22 B2B L I Y 40.501 23 B1 R L X : -19.45 24 B1 R L Y 19.45 25 B1 R L X -15.693 T 26 B1 R L Y 15.693 27 B2R L X -7.081 28 I- B2R L Y 7.081 Joint Loads and Enforced Displacements (BLC 23 :Antenna Wind (60)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad),(1b*s"2... 1 f Al T L X -75.244 LL Al T L Y 130.326 3 1 Al B L X , -75.244 4 Al B L Y 130.326 5 A2T L X -22.292 _ 6 A2T L Y 38.61 7 ' A2B L X -22.292 8 A2B L Y 38.61 9 AIR L X -16.326 10 AIR L Y 28.277 11 Al R L X -9.812 12 AIR L Y 16.995 13 A2R L X -4.615 14 A2R L Y 7.994 15 BIT L X -75.244 16 BIT L Y 130.326 17 B1 B L , X -75.244 18 BIB L Y 130.326 19 B2T L X -22.292 20 B2T L Y 38.61 21 B2B L X -22.292 22 B2B L Y 38.61 23 B1 R L X -16.326 24 B1R L Y I 28.277 ' 25 B1 R : , L , X -12.382 --- _ [ 26 B1R L Y 21.446 , 27 B2R , L , X -4.615 1 28 B2R L I Y 1 7.994 Joint Loads and Enforced Displacements(BLC 24 :Antenna Wind (90)) Joint Label L,D,M Direction Ma nitudel(lb,k-ft), (in,rad),(1b*s^2... 1 Al T L X 2- .592e-5 2 Al T 1 L Y t 114.304 R ISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 9 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 IIIRIS& Design JobNuer ADR 3:36PM Number Checked By_ n ,,, Model Name : Joint Loads and Enforced Displacements (BLC 24 :Antenna Wind (90)) (Continued) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,radj(Ib*s^2... 3 A1B L X -2.592e-5 4 Al B L Y 114.304 5 A2T L X -7.232e-6 6 A2T L Y 31.89 ' 7 A2B L X 1 -7.232e-6 8 A2B L Y 31.89 9 Al R L X -8.572e-6 10 Al R L Y 37.796 J 11 Al R L X -3.868e-6 12 J — AIR L Y 17.053 13 A2R L X -1.916e-6 14 A2R L Y 8.447 � 16 l5 61T L X -2.592e-5 1 L X BIT L Y 114.304 17 B1 B -2.592e-5 — 18 BIB L Y 114.304 19 B2T L X -7.232e-6 20 B2T L _ — Y 31.89 21 B2B L X -7.232e-6 22 B2B L Y 31.89 23 B1 R L X -8.572e-6 24 _ B1 R L Y 37.796 25 B1 R L X -6.199e-6 26 B1 R L Y 27.334 27 B2R L 1 X 1.916e-6 28 B2R L Y 8.447 Joint Loads and Enforced Displacements (BLC 25 :Antenna Wind (120)) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(lb*s^2... 1 Al T L X 75.244 , 2 MT L Y 130.326 3 Al B L X 75.244 4 Al B L Y 130.326 5 A2T L X 22.292 6 A2T L Y 38.61 7 A2B L X 22.292 8-._--- A2B L Y 38.61 9 Al R L X 16.326 10 AIR L Y 28.277 11 Al R _ L X 9.812 ------------ 12 AIR L Y 16.995 13 — A2R L X 4.615 14 A2R L — Y - 7.994 — 15 B1T L X 75.244 16 BIT L 1-- Y 130.326 17 B1 B L X 75.244 18 BIB L Y 130.326 19 B2T L X 22.292 20 --- B2T L Y 38.61 21 B2B L X 22.292 22 B2B L 1_ Y 38.61 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 10 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompanyIRIS 4 Job Nu Designer : ADR 3:36 PM Number Checked By. ..,,, ,,,,,;._ Model Name Joint Loads and Enforced Displacements (BLC 25 :Antenna Wind (120)) (Continued) Joint Label L,D,M Direction Magnitudel(Ib c-fft), (in,rad),(Ib*s^2... 23 B1 R L T X 16.326 24 B1R L Y 28.277 25 B1R L X 12.382 26 B1R L Y 1 21.446 27 B2R L X 4.615 _ 28 B2R L Y 7.994 Joint Loads and Enforced Displacements (BLC 26 :Antenna Wind (135)) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2... 1 Al T L 1 X 131.997 21 Al T L Y 131.997 3 Al B L X 131.997 4 Al B L Y 1_ 131.997 5 A2T L X 40.501 6 A2T L Y 40.501 7 A2B L X 40.501 8 _ A2B L Y 40.501 9 ' FOR L X 19.45 10 L MR L Y 19.45 11 AIR L X 15.693 1 12 AIR L Y 15.693 13 A2R L X 7.081 14 A2R L Y 7.081 15 _ BIT L X 131.997 16 BIT L Y 131.997 17 B1 B L X 131.997 18 1 B1 B L Y 131.997 19 _ B2T L X 40.501 20 B2T L Y 40.501 21 B2B L X 40.501 22 B2B L Y 40.501 123 B1 R L X 19.45 24 B1R L Y 19.45 25 B1 R L X 15.693 26 B1 R L Y 15.693 1 27 1 B2R L X 7.081 28 B2R L Y 7.081 Joint Loads and Enforced Displacements (BLC 27 :Antenna Wind (150)) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib*s"2... 1 ! Al T L X 192.999 2 Al T L �_ Y 111.428 3 Al B L X 192.999 4 Al B L Y 111.428 5 A2T L X 60.596 6 A2T L Y 34.985 7 A2B L X 60.596 8 -_- A2B L Y 34.985 9 AIR L X 1 19.365 10 MR L Y 11.181 11 MR 1_ L X 21.446 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 11 ,, . : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompanyIRIS ' Designer ADR 3:36 PM Job Number : Checked By: ,HEK Model Name Joint Loads and Enforced Displacements(BLC 27 :Antenna Wind (150)) (Continued) Joint Label L,D,M Direction _Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2... 12 Al R L Y 12.382 13 A2R L X 9.351 14 A2R L Y 5.399 15 B1T L X 192.999 16 ! B1T L Y 111.428 17 B1 B L X 192.999 18 BIB L Y 111.428 19 B2T L X 60.596 20 B2T L Y 34.985 21 B2B L X 60.596 22 B2B L Y 34.985 23 B1 R L X 19.365 24 B1 R L Y 11.181 25 B1 R L X 16.995 26 B1 R L - Y _ 9.812 B2R L X 9.351 28 1 B2R L Y — 5.399 Joint Loads and Enforced Displacements(BLC 28 :Antenna Wind w/Ice (0)) Joint Label L,D,M Direction Magnitude[(lb,k-f�Jin,rad),(Ib*s^2... 1 AlT L X 27.994 2 Al T L Y 0 3 Al B L X -27.994 4 AlB _ L Y 0 5 A2T L X -9.651 6 _ A2T L Y 0 7 A2B L X -9.651 8I — A2B — L Y 0 9 Al R L X -2.704 10 Al R L Y 0 -1 11 Al R L X -3.72 i 12 Al R L Y 0 13 A2R L X -1.916 14 A2R L Y 0 15 B 1 T L X -27.994 16 BIT L Y 0 17 B1B L X -27.994 18 ' B1 B L Y 0 19 B2T L X -9.651 20 B2T L Y 0 21 B2B L X -9.651 22 B2B L Y 0 23 B1 R L X -2.704 24 B1R L Y 0 25 _- B1 R L X -2.585 26 B1 R L _--- Y 0 27 B2R L X -1.916 28 1- — — B2R L Y 0 Joint Loads and Enforced Displacements (BLC 29 :Antenna Wind w/Ice (30)) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2... RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 12 , . . . . , .. .. ... . . .. . .. .. _ . Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 IIIRISA ' JobDesigner :: ADR 3:36 PM Checked By: A NPMF'SCNFK COMPANY Model Name Joint Loads and Enforced Displacements(BLC 29 :Antenna Wind ine Ice (30)) (Continued) Joint Label L,D,M Direction Magnitude[(1b,k-ft), (in,rad),(lb"s"2.. 1 Al T r L X -21.245 2 AlT L Y 12.266 3 Al B L X -21.245 4 Al B L Y 12.266 5 A2T L X -7.22 6 A2T L Y 4.168 7 A2B L X -7.22 8 A2B r L Y 4.168 9 Al R H L X -2.82 101 IR L 1_ Y 1.628 11 Al R L X -2.976 12J AIR L Y 1.718 13 A2R L X -1.576 14 A2R L Y .91 15 B1 T L X -21.245 16 BIT L Y 12.266 17 B1 B L X -21.245 18 1 BIB L Y 12.266 _I 19 B2T L X -7.22 20 T B2T L Y 4.168 21 B2B L X -7.22 22 I B2B L Y 4.168 23 B1 R L X -2.82 24 B1 R L Y 1.628 25 B1 R L X -2.484 1 26 B1 R L Y 1.434 1 27 B2R L X -1.576 28 B2R L Y .91 Joint Loads and Enforced Displacements(BLC 30 :Antenna Wind vie Ice (45)) Joint Label L,D,M Direction Ma nitudenbjk-ft), (in,rad),(113"s"2.. 1 , Al T L X -14.898 2 AlT L Y 14.898 3 Al B L X -14.898 4 Al B L Y 14.898 5 ' A2T L X -4.965 6 A2T L Y 4.965 7 A2B L X -4.965 8 A2B L Y 4.965 9 Al R L X -2.693 10 Al R L Y 2.693 11 Al R L X -2.229 12 i Al R L Y 2.229 13 A2R L X -1.219 14 A2R L Y 1.219 ' 15 BIT L X -14.898 16 BIT L Y 14.898 17 BIB L X -14.898 18 BIB L Y 14.898 19 B2T L X -4.965 20 B2T L Y 4.965 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 13 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 I IRIS& Job Nu Designer : ADR 3:36 PM Checked By_ ,,,,,,,s, „,,,,,, ^,- Model Name : Joint Loads and Enforced Displacements(BLC 30 :Antenna Wind w/Ice (45)) (Continued) Joint Label L,D,M Direction Mac�niitude[(Ib,k-ft), (in,rad),(Ib*s^2... 21 B2B L X -4.965 22 B2B L Y 4.965 23 B1 R L X -2.693 24 B1 R L Y 2.693 25 B1 R L X 1 -2.229 26 B1 R L Y 2.229 27 B2R L X -1.219 28 B2R L Y 1.219 Joint Loads and Enforced Displacements (BLC 31 :Antenna Wind w/Ice (60)) Joint Label L,D,M Direction Magnitude[(lb,k-ft), (in,rad),(Ib*s^2... 1 - MT L X -8.804 2 Al T 1 L Y __-- 15.248 I-_ 3 Al B L X -8.804 4 Al B L Y 15.248 5 A2T L 1X -2.854 6 A2T L Y 4.942 7 A2B L X -2.854 8 A2B L Y 4.942 9 Al R L X -2.18 10 AIR L Y 3.776 11 Al R L X -1.434 12 AIR L Y 2.484 13 A2R L X -.814 114 5 A2R L Y 1.41 BIT L X -8.804 16 BIT L Y 15.248 17 BIB L X -8.804 18 BIB L Y 15.248 19 B2T L X -2.854 20 B2T L Y 4.942 21 B2B L X -2.854 22 B2B L Y 4.942 23 B1R L X -2.18 24 BI R L Y 3.776 25 B1 R L X -1.718 26 B1 R L Y 2.976 27 B2R L -- X -.814 28 , B2R L Y 1.41 Joint Loads and Enforced Displacements(BLC 32 :Antenna Wind w/Ice (90)) Joint Label L,D,M Direction Magnilude[(Ib,k-ft), (in,rad),(Ib*s^2... 1 _ Al T L X 3.208e-6 2 Al T L Y 14.144 3 ' Al B L X 3.208e-6 4 Al B L Y 14.144 5 A2T L X -9.962e-7 6 A2T L Y 4.392 7 A2B L X -9.962e-7 8 T A2B L 1.. Y 4.392 9 Al R L X -1.114e-6 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 14 ...............".......___ 1 IIIRISA Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 DesignerJob Number :. A D R 3:36 PM Checked By Model Name : Joint Loads and Enforced Displacements(BLC 32 :Antenna Wind w/Ice (90)) (Continued) Joint Label L,D,M Direction MAg_nitudejklb,k-ft), (in,rad),(1b*s^2... 10 1 MR L Y 4.912 11 MR L X -5.862e-7 12 AIR L Y 2.585 13 A2R L I X -3.475e-7 14 A2R L Y 1.532 15 BIT L X -3.208e-6 16 BIT L Y X 14.144 17 BIB L -3.208e-6 18 BIB L Y 14.144 19 B2T L X , -9.962e-7 20 B2T L Y 4.392 21 B2B L X -9.962e-7 22 B2B L Y 4.392 23B1 R L X -1.114e-6 , [ 24 B1R L Y 4.912 ' 25 B1 R L X -8.438e-7 26 B1R L Y 3.72 27 B2R L X -3.475e-7 28 B2R L Y 1.532 Joint Loads and Enforced Displacements (BLC 33 :Antenna Wind w/Ice (120)) Joint Label L,D,M Direction Megnitudei(lb,k-ft), (in,rad),(1b*s"2.. 1 MT L f X , 8.803 2 Al T L Y 15.248 Al B L X 8.803 43 1- Al B L Y 15.248 5 , A2T L X 2.854 6 A2T L Y 4.942 7 A2B L X 2.854 8 I A2B L Y 4.942 9 AIR L X 2.18 10 Al R L Y 3.776 11 AIR , L X 1.434 12 AIR L Y 2.484 13 A2R L X .814 14 A2R L Y 1.41 15 B1T L X 8.803 16 BIT L Y 15.248 17 B1 B , L X 8.803 18 BIB L Y 15.248 19 B2T L X 2.854 20 B2T L Y 4.942 21 B2B L X 2.854 22 B2B L Y 4.942 23 B1 R L X 2.18 24 B1R L Y 1 3.776 25 B1 R L X 1.718 26 B1 R L Y 2.976 27 B2R L X .814 28 I B2R L Y 1.41 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 15 . . . ICompanyIRISA : Kimley-Horn and Associates, Inc. Apr 14, 2021 Designer ADR 3:36 PM Job Number : Checked By A NEpRE' FKCOMPAN° Model Name : Joint Loads and Enforced Displacements(BLC 34 :Antenna Wind w/Ice (135)) Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib"s^2... 1 AlT L X 14.898 2 AlT L Y 14.898 3 Al B L X 14.898 4 Al B j L Y 14.898 5 A2T L X 4.965 6 A2T L Y 4.965 7 A2B L X 4.965 8 A2B L Y 4.965 9 MR L X 2.693 10 AIR L Y 2.693 11 AIR_ L X 2.229 12 MR L _.. Y 2.229 13 A2R L X 1.219 14 A2R L Y 1.219 15 BIT L X 14.898 16 B 1 T L Y 14.898 17 BIB L X 14.898 18 BIB L _ Y 14.898 19 B2T L X 4.965 - 20 B2T L Y 4.965 21 B2B L X 4.965 22 B2B L Y 4.965 23 B1 R L X 2.693 24 B1 R L Y 2.693 25 B1 R L X 2.229 26 B1 R - L Y 2.229 27 B2R L X 1.219 28 B2R L Y 1.219 Joint Loads and Enforced Displacements (BLC 35 :Antenna Wind w/Ice (150)) Joint Label L,D,M Direction _ Magnitude[(Ib,k-ft), (in,rad),(Ib"s"2... 1 MT 1 L X I 21.245 2 f - Al T L Y 12.266 3 Al B L X 21.245 4 Al B L Y 12.266 5 A2T L X 7.22 6 A2T L V 4.168 7 A2B L X 7.22 8 L A2B L Y 4.168 9 Al R L X 2.82 10 [_ Al R L Y 1.628 11 MR L X 2.976 12 AMR L Y 1.718 13 A2R L X 1.576 14 . _ A2R L Y .91 15 BIT L X 21.245 16 BIT L Y 12.266 17 B1B 1 L I X 21.245 18 BIB L Y 12.266 19 B2T L X 7.22 20 B2T �-r L Y 4.168 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 16 : Kimley-Horn and Associates, Inc. Apr 14, 2021 I ICompany IRISA Designer ADR 3:36PM Job Number Checked By: A NFMF('kEK('1 MPANv Model Name Joint Loads and Enforced Displacements (BLC 35 :Antenna Wind w/Ice (150)) (Continued) Joint Label L,D,M Direction _ Magnitude[(Ib,k-ft), (in,rad),(Ib*s^2.,. 21 B2B L X r 7.22 22 B2B L Y 4.168 23 B1 R L X 2.82 L24 B1 R L _ Y - 1.628 25 B1 R L X 2.484 26 B1 R L Y 1.434 27 B2R L X 1.576 28 B2R L Y .91 Joint Loads and Enforced Displacements (BLC 36 : Seismic X) Joint Label L,D,M Direction Magnitude[(Ib,k-ft),tin,ra41,(Ib*s^2_.; 1 A1T L X 30.487 2 Al B L X 30.487 3 A2T L X 16.49 4 A2B L - X 16.49 5 A1R L X 26.398 6 Al R L X 27.861 7 A2R L X 16.623 8 ;_ BIT L X 30.487 9 B1 B L X 30.487 10 ; B2T L X 16.49 11 B2 B L X 16.49 12 B1 R L X 26.398 13 B1 R L X 27.861 14 B2R L X 16.623 Joint Loads and Enforced Displacements (BLC 37 : Seismic Y) Joint Label L,D,M --_-_ Direction - Ma nitude Ib,k-ft), (in,rad),(Ib*s^2... 1 r Al T L Y 30.487 2 Al B 1 L Y 30.487 3 A2T L Y 16.49 4 A2B L -- Y_- 16.49 5 Al R L Y 26.398 6 _ Al R L Y 27.861 _ 7 _ A2 R L Y 16.623 8 BIT L Y _ 30.487 9 B1 B L Y 30.487 10 B2T L Y 16.49 �_-- 11 B2 B L Y 16.49 12 B1 R L Y 26.398 13 _ B1 R L Y 27.861 L_14 B2R L _-- Y 16.623 , Member Point Loads Member Label Direction Magnitude[Ib,k-It] Location[in,%] L_ No Data to Print ... RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 17 r IICompany IRISA : Kimley-Horn and Associates, Inc. Apr 14, 2021 Job Nu Designermber ADR 3:36 PM Checked By ANEMETSCHFK COME, Model Name : Member Distributed Loads (BLC 2:Dead of Ice) Member Label Direction Start Mancnitudejlb/ft,...End Magnitudplb/ft,F.:. Start Location[in,%] EndLocation[in%] 1 M29 Z -13.074 -13.074 0 0 1, 2 M30 Z -13.074 -13.074 0 0 3 M31 Z -13.074_ 13.074 0 _ 0 4 _ M32 Z ! -13.074 13.074 0 0 5 M33 Z I 1.3.257 -13.257 0 0 6 M34 Z -13.257 f -13.257 0 0 7 M35 Z -11.098 -11.098 0 0 8 M36 Z -11.098 -11.098 0 0 9 I M37 Z -9.266 -9.266 0 0 10 M38 Z -9.266 -9.266 0 0 11 M39 Z -9.266 -9.266 0 0 12 M44 Z -11.098 -11.098 0 0 13 M47 Z -7.887 -7.887 0 0 [ 14 M48 Z _ -7.887 -7.887 0 0 15 M29A Z -13.074 -13.074 0 0 16 M30A Z -13.074 -13.074 0 0 17 M33A Z -13.074 -13.074 0 0 1-18 M34A Z -1.3.074 -13.074 0 0 '19 M37A _Z -13.257 -13.257 0 0 _20 M38A Z -13.257 -13.257 k 0 0 21 M39A Z I -9.266 -9.266 0 0 22 M4OB Z -9.266 -9.266 0 0 23 M41B Z -9.266 -9.266 0 0 24 - M42A Z -11.098 -11.098 0 0 25 M43A Z -11.098 -11.098 0 0 26 C M44A Z -11.098 -11.098 0 0 27 M47A Z -7.887 -7.887 0 0 28 M48A Z -7.887 1 -7.887 0 0 Member Distributed Loads (BLC 4: Structure Wind(0)) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ibfft,F... Start Location[in,%] End Location[in%] 1 M29 X -12.264 -12.264 0 0 2 M29 Y 0 0 0 0 3 M30 X -12.264 -12.264 0 0 4 M30 Y _ 0 0 0 ----H0 5 M31 _ X -12.264 -12.264 0 0 6 M31 Y _ 0 0 0 0 7 M32 X -12.264 -12.264 0 0 8 M32 Y 0 0 0 1 0 9 M33 X -.229 -.229 0 0 10 M33 Y 0 0 0 0 11 M34 X -.229 -.229 0 0 12 M34 Y 0 0 0 0 13 M35 X -9.811 -9.811 0 0 14 M35 _ Y 0 0 0 0 15 M36 X -9.811 -9.811 0 0 [ 16 M36 Y 0 -- 0 0 0 17 M37 X -5.181 _- -5.181 0 0 18 M37 Y 0 0 0 0 19 M38 X -5.181 -5.181 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 18 i Company Kimley-Horn and Associates, Inc. Apr 14, 2021 II I RISA DesignerJobN ADR 3:36 PM umber Checked By: +FY''O.IPANv Model Name Member Distributed Loads (BLC 4:Structure Wind(0)) (Continued) Member Label Direction Start Magnitudejlbfft,_.End Mag-nitudejlb/ft,F StartLocation[in,%] End Location[in,%] 20 M38 I Y 1 0 0 0 0 21 M39 X -10.22 -10.22 0 0 22 M39 Y 0 0 0 0 23 M44 X -9.811 -9.811 0 0 24 M44 Y 0 0 0 0 25 M47 X -5.825 -5.825 0 0 26 M47 Y ---------- 0 0 0 0 27 M48 X -5.825 -5.825 0 0 28 M48 Y 0 0-- 0 0 29 M29A X -12.264 -12.264 0 0 30 M29A Y 0 0 0 0 31 M30A X -12.264 -12.264 0 0 32 M30A Y 0 0 0 0 33 M33A X -12.264 -12.264 0 0 34 M33A Y 0 0 0 0 35 M34A X -12.264 -12.264 0 _ 0 36 M34A Y 0 0 0 0 37 M37A X -3.862 -3.862 0 0 38 M37A ---1 Y -- - 0 0 0 1 0 39 M38A X -3.862 -3.862 0 0 40 M38A Y 0 0 0 0 41 M39A X -6.317 -6.317 0 0 42 M39A 43 M4OB X -6.317 -6.317 0 0 44 M4OB 0 0 0 _ 0 - 45 M41B X -10.22 -10.22 0 0 46 M41B Y 0 0 0 0 47 M42A X -9.811 -9.811 0 0 48-- -- M42A - -- Y 0 0 0 0 49 M43A X -9.811 -9.811 1 0 0 50 M43A Y 0 0 0 0 51 M44A X -9.811 -- -9.811 0 0 52 M44A Y 1 0 1 0 0 1 0 53 M47A X -5.825 -5.825 0 0 54 1 M47A Y 0 0 0 0 55 M48A X -5.825 -5.825 0 0 56 M48A 1 Y 0 Member Distributed Loads (BLC 5:Structure Wind(30)) Member Label Direction Start Magnitudejlb/ft,...EndMnitude[Ib/ft,F... Start Location in,%] _EndLocation[in,%] 1 M29 X -10.621 -10.621 0 0 2 M29 Y 6.132 6.132 0 0 3 M30 X -10.621 10.621 0 0 4 M30 Y 6.132 ! 6.132 0 0 5 M31 X -10.621 -10.621 0 0 6 - M31 Y 6.132 6.132 0 0 7 M32 X -10.621 -10.621 0 0 8 -- - M32 Y 6.132 6.132 0 0 j , 9 M33 X ' -2.199 -2.199 0 0 10 M33 1_. Y T 1.27 _- 1.27 11 M34 '_ X -2.199 -2.199 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 19 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 IIIRISA J Designerum ber ADR 3:36 PM Checked By Model Name : Member Distributed Loads (BLC 5:Structure Wind(30)) (Continued) Member Label Direction Start Magnitudelpft,...End Magnitude[lb/ft,F... Start Locationfin,%] End Location[in,%1 12 M34 Y i_ 1.27 , 1.27 0 i 0 13 M35 X i -8.496 -8.496 0 1 0 14 M35 Y I 4.905 4.905 0 0 15 M36 X ' -8.496 -8.496 0 0 16 M36 F Y 4.905 4.905 0 0 17 M37 X -5.113 -5.113 0 0 L 18 M37 Y 2.952 2.952 0 0 19 M38 X -5.113 -5.113 0 0 20 M38 Y 2.952 2.952 0 0 21 M39 X -6.961 -6.961 0 0 22 M39 Y 4.019 4.. Q1L 0 0 23 M44 X -6.376 -6.376 0 0 24 M44 Y 3.681 3.681 0 0 25 M47 X -5.045 -5.045 0 0 26 M47 Y 2.913 2.913 0 0 27 M48 X -5.045 -5.045 0 0 28 M48 Y 2.913 2.913 0 __a_i 0 29 ± M29A X -10.621 -10.621 0 0 30 M29A Y 6.132 6.132 0 0 31 M30A X -10.621 1 -10.621 0 0 32 M30A Y 6.132 L 6.132 0 _1 0 33 M33A X -10.621 -10.621 0 0 34 M33A Y 6.132 f 6.132 Jo 0 35 M34A X -10.621 -10.621 0 0 36 M34A Y 1 6.132 _I 6.132 0 _____ 0 37 M37A X i -10.421 -10.421 0 0 38 M37A Y ] 6.017 6.017 0 0 39 M38A X -10.421 -10.421 0 0 ' 40 M38A Y 6.017 6.017 0 0 41 M39A X -7.682 -7.682 0 0 42 M39A 1 . YJ 4.435 4.435 0 0 43 M4OB X -7.682 -7.682 0 0 44 M4OB Y J. 4.435 4.435 0 0 45 M41B X -6.904 -6.904 0 0 46 M41B Y 3.986 3.986 0 0 47 M42A X -8.496 -8.496 0 0 48 M42A 1 Y 4.905 4.905 0 1 0 49 M43A X -8.496 -8.496 0 0 50 M43A Y 4.905 4.905 0 0 51 M44A X -6.372 -6.372 0 0 1 52 M44A J Y 3.679 I 3.679 0 0 J 53 M47A X -5.045 -5.045 0 0 54 M47A Y 2.913 2.913 0 0 55 M48A X -5.045 -5.045 0 0 56 M48A Y 2.913 1 2.913 0 0 Member Distributed Loads (BLC 6: Structure Wind(45)) Member Label Direction Start Magnitude[lb/ft,...,End Magnitude[lbift,F... Start Location[in,961 End Locali onjin,%1 I 1 M29 1 X -8.672 -8.672 0 0 2 ' M29 Y 8.672 8.672 0 0 3 M30 X -8.672 -8.672 1 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO 08063A.r3d] Page 20 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 I I'RISA Job Nu Designer ADR 3:36 PM Number Checked By: .„,E aa,rs,E f,;".+P�,,, Model Name : Member Distributed Loads (BLC 6 : Structure Wind(45)) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Location[in,%] 4 M30 Y I 8.672 8.672 0 0 5 M31 _ X -8.672 -8.672 0 0 6 M31 r Y 8.672 8.672 0 0 7 M32 X -8.672 -8.672 0 0 8 M32 Y 8.672 8.672 0 0 9 M33 X -4.424 -4.424 0 0 10 M33 Y 4.424 4.424 0 0 11 M34 _ X 4.424 -4.424 0 0 12 __ M34 Y 4.424 4.424 0 0 13 ' M35 X -6.937 -6.937 0 0 14 M35 _ Y 6.937 6.937 0 0 15 M36 X -6.937 -6.937 0 0 16 M36 Y 6.937 6.937 0 0 17 M37 X -4.996 -4.996 0 0 18 M37 Y 4.996 4.996 0 0 19 M38 X -4.996 -4.996 0 0 20 M38 Y 4.996 4.996 0 _ 0 21 M39 X -4.142 -4.142 0 0 22 M39 Y 4.142 4.142 0 0 23 M44 X -3.472 -3.472 0 0 24 M44 Y 3.472 3.472 0 0 25 M47 X -4.119 -4.119 0 0 26 M47 Y 4.119 4.119 0 0 27 M48 X -4.119 -4.119 0 0 28 M48 Y 4.119 4.119 0 0 29 M29A X -8.672 -8.672 0 0 30 M29A Y 8.672 8.672 0 0 _ 31 M30A X -8.672 -8.672 0 0 32 M30A Y 8.672 8.672 0 0 33 M33A X -8.672 -8.672 0 0 34 M33A Y 8.672 8.672 0 0 35 M34A X -8.672 -8.672 0 0 36 M34A Y 8.672 8.672 0 0 37 M37A X -10.692 -10.692 0 0 38 M37A Y 10.692 10.692_ 0 0 39 M38A X_ -10.692 -10.692 0 0 40 1_ M38A Y 10.692 10.692 0 0 41 M39A X -6.954 -6.954 0 0 42 M39A Y 6.954 6.954 0 0 43 M4OB X -6.954 -6.954 0 0 44 M4OB Y 6.954 6.954 0 _ 0 45 M41B X -4.044 -4.044 0 0 [ 46 M41 B Y 4.044 _ 4.044 0 0 47 M42A X -6.937 -6.937 0 0 48 M42A Y 6.937 6.937 0 0 49 M43A X -6.937 -6.937 0 0 50 � M43A Y 6.937 6.937 0 0 51 M44A X -3.469 -3.469 0 0 52 M44A Y I 3.469 3.469 0 0 53 M47A X -4.119 -4.119 0 0 54 i -. -_ M47A Y 4.119 4.119 0 - 0 , 55 M48A X -4.119 -4.119 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 21 • ,,. , ,,, I ICompany : Kimley-Horn and Associates, Inc. Apr 14, 2021 IRISA DesignerJob rum be r :. A D R 3:36 PM Checked By. COMPANY Model Name : Member Distributed Loads (BLC 6 : Structure Wind(45)) (Continued) Member Label Direction Start Magnitudejlb/ft,...End Magnitude[lb/ft,F... Start LocationIAN End Location[in,%] 56 M48A Y 4.119 I 4.119 1 0 0 Member Distributed Loads (BLC 7: Structure Wind(60)) Member Label Direction Start Ma_g_nitude[lb/ft,...End MagnitujIAllo/ft,F... Start Location[in,%] End Location[in,%] 1 M29 , X -6.132 -6.132 0 0 2 , M29 Y I 10.621 1 10.621 i 0 0 3 M30 X -6.132 -6.132 0 0 , 4 M30 Y 10.621 10.621 -1--- - 0 0 5 M31 X -6.132 -6.132 0 0 6 _ M31 Y 10.621 10.621 0 0 7 M32 X -6.132 -6.132 0 0 8 M32 Y 10.621 i 10.621 0 _1 0 9 M33 X -5.243 -5.243 0 0 10 M33 Y 9.082 9.082 J 0 0 11 M34 X -5.243 -5.243 0 0 12j M34 Y 9.082 9.082 0 0 13 M35 X -4.905 -4.905 0 0 14 M35 Y 8.496 8.496 0 0 15 M36 X -4.905 -4.905 0 0 16 M36 Y 8.496 8.496 0 0 17 M37 X -4.193 -4.193 0 0 18 M37 Y 7.263 7.263 0 -1 0 19 M38 X -4.193 -4.193 0 0 20 M38 Y 7.263 7.263 0 0 21 M39 X -1.839 -1.839 0 0 22 M39 Y 3.186 3.186 0 0 23 M44 X -1.229 -1.229 0 0 24 M44 Y 2.128 2.128 0 0 25 M47 X -2.913 -2.913 0 0 26 M47 Y 5.045 5.045 0 0 27 M48 X -2.913 -2.913 0 0 281 M48 Y 5.045 5.045 0 0 29 M29A X -6.132 -6.132 0 0 30 M29A Y 10.621 10.621 0 J 0 _ 31 M30A X -6.132 -6.132 0 I 0 [ 32f M30A Y 10.621 10.621 0 0 33 M33A X -6.132 -6.132 0 0 34 M33A Y 10.621 10.621 0 0 35 M34A X -6.132 -6.132 0 0 36 M34A Y 10.621 10.621 0 0 37 M37A X -8.174 -8.174 0 0 38 M37A Y 14.157 14.157 0 0 39 M38A X -8.174 -8.174 0 1 0 40 M38A Y 14.157 14.157 0 0 41 M39A X -5.109 -5.109 0 0 42 M39A Y 8.849 8.849 0 I 0 43 M4OB X -5.109 -5.109 0 0 44 M4OB Y 8.849 8.849 0 0 45 M41B X -1.731 -1.731 0 0 46 M41B Y 2.999 2.999 0 0 47 M42A X -4.905 -4.905 ' 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO 08063A.r3d] Page 22 f : Kimley-Horn and Associates, Inc. Apr 14, 2021 I ICompany I RISA Job Desig Number Checked By. n Nr%,rTsCHSK COUP."COUPANF Model Name Member Distributed Loads (BLC 7: Structure Wind(60)) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location in,% End Location[in,%] 48 M42A Y 8.496 8.496 0 0 49 M43A X -4.905 -4.905 0 0 50 M43A Y 8.496 8.496 0 0 51 M44A X -1.226 -1.226 0 0 52 M44A I Y 2.124 2.124 0 0 53 M47A X -2.913 -2.913 0 0 54 M47A _-- 1_-- Y 5.045 5.045 0 0 55 M48A X -2.913 -2.913 0 0 56 M48A Y 5.045 5.045 0 0 Member Distributed Loads (BLC 8: Structure Wind(90)) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Location[in,%] 1 M29 X -2.781e-6 -2.781e-6 0 0 2 M29 Y 12.264 12.264 0 0 3 , M30 X -2.781e-6 -2.781e-6 0 0 4 M30 Y 12.264 12.264 0 0 5 M31 X -2.781e-6 -2.781e-6 0 0 6 M31 Y 12.264 12.264 0 0 7 M32 X -2.781e-6 -2.781e-6 0 0 8 M32 1 Y 12.264 12.264 0 0 9 M33 X -3.657e-6 -3.657e-6 0 0 10 M33 Y 16.123 16.123 0 0 11 M34 X -3.657e-6 -3.657e-6 0 0 12 M34 Y 16.123 16.123 0 0 13 M35 X -2.225e-6 -2.225e-6 0 0 14 M35 Y 9.811 9.811 0 0 15 M36 X -2.225e-6 -2.225e-6 i 0 0 16_ - _ M36 ----Y 9.811 9.811 1 17 M37 X -2.302e-6 _ -2.302e-6 0 0 18 M37 Y 10148 10.148 - 0 0 19 M38 I X -2.302e-6 -2.302e 6 0 0 20 M38 Y 10.148 10.148 0 0 21 M39 X -3.405e-7 -3.405e-7 _' 0 0 22 M39 Y j 1.501 1.501 0 0 23 M44 X -6.212e-13 -6.212e-13 0 0 24 M44 Y T 2.739e-6 2.739e-6 j 0 0 25 M47 X -1.321e-6 -1.321e-6 0 0 26 ' M47 t Y 5.825 5.825 - - 0 0 27 M48 1 X -1.321e-6 -1.321e-6 0 0 28 ! M48 Y 5.825 5.825 0 29 M29A X -2.781e-6 -2.781e-6 0 0 30 M29A Y 12.264 12.264 0 0 31 M30A X -2.781e-6 -2.781e-6 0 0 32 M30A Y �_ 12.264 12.264 0 0 33 M33A X -2.781e-6 -2.781e-6 0 0 34 M33A Y 12.264 12.264 0 0 35 M34A X -2.781e-6 -2.781e-6 0 0 36 ' M34A Y 12.264 l 12.264 - 0 0 37 M37A X -2.833e-6 -2.833e-6 0 0 38 M37A Y 12.489 1 12.489 0 0 39 M38A X -2.833e-6 -2.833e-6 0 0 __- RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 23 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 II'R' A Job Nu Designer ADR 3:36 PM Number Checked By. ',.:HFKCOMPANY Model Name : Member Distributed Loads (BLC 8 : Structure Wind(90)) (Continued) Member Label Direction Start Magnitudejlb/ft,...End Magnitude[lb/ft,F... Start Location[in,%] End Location[in,°�_ 40 M38A --- Y 12.489 i_-- 12.489 0_ 41 M39A X -2.044e-6 -2.044e-6 0 0 42 M39A Y 9.013 9.013 0 L 0 43 M4OB X -2.044e-6 -2.044e-6 0 0 44 M4OB Y 9.013 9.013 0 0 45 M41 B X -2.726e-7 -2.726e-7 0 0 46 , _ M416 F Y j 1.202 1.202 0 0 47 M42A X -2.225e-6 -2.225e-6 0 0 48 M42A Y 9.811 9.811 . 0 0 49 M43A X _-2.225e-6 -2.225e-6 0 0 50 ' M43A _ Y 9.811 9.811 0 0 51 M44A X -5.756e-17 - -5.756e-17 0 0 1 52 ! M44A Y 2.538e-10 2.538e-10 0 0 53 M47A X -1.321e-6 -1.321e-6 0 0 54 M47A Y 5.825 5.825 0 0 55 M48A X -1.321e-6 -1.321e-6 0 0 56 M48A Y 5.825 -1 5.825 0 0 Member Distributed Loads (BLC 9 : Structure Wind(120)) Member Label Direction Start Magnitudejlb/ft,...End Magnitude[Ib/ft,F... 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M38 Y 8.163 8.163 0 _ 0 21 M39 X 1.842 1.842 0 0 22 M39 Y 3.19 3.19 0 ( 0 23 M44 1 X 1.224 1.224 0 0 24 i M44 Y 2.12 2.12 0 0 25 M47 X 2.913 2.913 0 0 26 , M47 Y 5.045 5.045 0 0 27 M48 X 2.913 2.913 0 0 28 i M48 Y 5.045 5.045 1 0 0 29 M29A X I 6.132 6.132 0 0 30 , M29A Y L 10.621 10.621 0 0 31 M30A X 6.132 6.132 0 I 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 24 ICompany'R'SA : Kimley-Horn and Associates, Inc. Apr 14, 2021 Designer ADR 3:36 PM Job Number Checked By: „rs, ,,,rarnrr, Model Name Member Distributed Loads (BLC 9:Structure Wind(120)) (Continued) _ q [ End Magnitude[Ib/ft,F... Start Location[in,%1 End Location[in%] 32 Member M30A Direction ion Start 10.621 Ib/t,..,' 10.621 0 0 33 M33A T X 6.132 6.132 0 0 34 l_. M33A Y 10.621 10.621 0 0 35 M34A X 6.132 6.132 0 0 36 M34A _ Y 10.621 10.621 0 0 37 M37A X 2.159 2.159 0 0 -------- --------- 38 ' M37A Y 3.739 3.739 0 ______] 0 39 M38A X 2.159 2.159 0 0 40 M38A Y 3.739 3.739 0 0 41 M39A X 3.23 3.23 0 0 r 42 M39A Y 1 5.594 5.594 0 0 43 M4OB X 3.23 3.23 0 0 44 M408 Y 5.594 5.594 0 0 45 M41B X 1.725 1.725 0 0 46 1\4418 Y - 2.987 2.987 0 0 47 M42A X 4.905 4.905 0 0 48 M42A Y 8.496 8.496 0 0 49 M43A X 4.905 4.905 0 0 50 1 M43A + Y 8.496 8.496 0 0 51 M44A X 1.226 1.226 0 0 52 T M44A Y 2.124 2.124 0 0 53 M47A X 2.913 2.913 0 0 54_ M47A _ Y 5.045 5.045 0 0 55 M48A X 2.913 2.913 0 0 56 1 M48A Y 5.045 I 5.045 0 0 Member Distributed Loads (BLC 10 : Structure Wind(135)) Member Label Direction Start Magnitode[Iblft,...End Magnitude[Iblft,F... Start Location[in,%1 End Location[in,%] 1 M29 X 8.672 8.672 0 0 2 j M29 J . 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M32 -+- Y . 8.672 8.672 0 0 9 M33 X 7.139 7.139 0 0 10 M33 Y 7.139 7.139 0 0 11 M34 X 7.139 _ 7.139 0 0 12 _ - -__- M34 Y 7.139 7.139 0 0--- 13 M35 X_ 6.937 6.937 0 _ 0 14 M35 Y 6.937 6.937 0 0 15 M36 X 1 6.937 6.937 0 0 16 M36 Y 6.937 6.937 0 0 17 M37 X 5.844 5.844 0 0 18 M37 Y 5.844 5.844 0 0 19 M38 X 5.844 5.844 0 0 20 M38 Y 5.844 5.844 0 0 21 M39 X 4.146 4.146 0 0 22 M39 - Y 4.146 4.146 , 0 L 0 23 M44 X 3.465 3.465 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 25 .f.F,Jkl,,V/1,E40} ,1 I,, " tteftItttt 01600,60 000600+0 +0+ 6 60,6666 et it, iiff iie+66 e r , II IRISA Company : Kimley-Horn and Associates, Inc Apr 14, 2021 DesignerJob Checked By Model Name : Member Distributed Loads (BLC 10 : Structure Wind(135)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[in,%] End Location[in,%] 24 ' M44 I Y 3.465 3.465 0 0 25 M47 X ' 4.119 4.119 0 0 26 M47 Y 4.119 4.119 1 0 0 27 M48 X 4.119 4.119 0 0 , 28 M48 Y 4.119 4.119 0 0 29 M29A X 8.672 8.672 0 0 30 M29A Y 8.672 8.672 0 0 31 M30A X 8.672 8.672 0 0 32 M30A Y 8.672 8.672 0 _____[ 0 33 M33A X 8.672 8.672 0 0 34 M33A Y 8.672 8.672 0 0 35 M34A X 8.672 8.672 0 0 36 M34A Y 8.672 8.672 0 0 37 M37A X .87 .87 0 0 38 M37A Y .87 .87 0 0 39 M38A X .87 .87 0 0 _40 M38A Y .87 .87 0 0 41 M39A X 3.885 3.885 0 0 42 M39A Y 3.885 3.885 0 0 43 M4OB X 3.885 3.885 0 0 , -44 M40B Y 3,885 3.885 0 0 , 45 M41B X ' 4.033 4.033 0 0 46 f M41B YL 4.033 4.033 0 0 47 M42A X J 6.937 6.937 0 0 48 M42A Y 6.937 6.937 0 0 49 M43A X 6.937 6.937 0 0 50 M43A Y 6.937 6.937 0 0 51 M44A X 3.469 3.469 0 0 52 M44A Y 3.469 3.469 0 0 53 M47A + X 4.119 4.119 0 0 54 M47A _i_ Y L 4.119 4.119 0 0 55 M48A X 4.119 4.119 0 0 56 M48A T Y j 4.119 1 4.119 0 0 Member Distributed Loads (BLC 11 : Structure Wind(150)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lbfit,F... Start Location in% End Locationhin,%J 1 I M29 X 10.621 I 10.621 0 0 2 i M29 Y 6.132 6.132 0 0 3 M30 X 10.621 10.621 0 0 4 M30 Y 6.132 6.132 0 0 ] 5 M31 X 10.621 10.621 0 0 6 M31 Y 6.132 6.132 0 0 7 M32 X 10.621 10.621 0 0 8 - M32 Y 6.132 6.132 0 0 9 M33 X 5.079 5.079 0 0 10 M33 Y j 2.932 2.932 0 0 11 M34 X 5.079 5.079 0 0 12 M34 Y 2.932 2.932 0 0 13 M35 X 8.496 8.496 - 0 0 14 M35 Y 4.905 4.905 0 0 , 15 M36 X 8.496 8.496 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 26 . « • . ., ICompany : Kimley-Horn and Associates, Inc. Apr 14, 2021 ,IRISA Designer ADR 3:36 PM Job Number Checked By: A NFMF-SCHFK COMMA",, Model Name Member Distributed Loads (BLC 11 : Structure Wind(150)) (Continued) Member Label Direction Start Magnitude[Ib✓ft,...End Magnitude[Ib/ft,F.. Start Location[in,%] End Location[in,%1 16 M36 Y 4.905 4.905 0 0 17 M37 X 6.012 6.012 0 0 18 _ M37 Y 3.471 3.471 0 0 19 M38 X 6.012 6.012 0 0 20 M38 Y 3.471 3.471 0 0 21 M39 X 6.965 6.965 0 0 22 M39 Y 4.021 4.021 0 0 23 M44 X 6.368 6.368 0 0 24 M44 Y 3.677 3.677 0 0 25 M47 X 5.045 5.045 0 0 26 M47 I Y 2.913 2.913 0 0 27 M48 X 5.045 5.045 0 0 28 M48 Y 2.913 2.913 0 0 29 M29A X 10.621 10.621 0 0 30 - M29A Y 6.132 6.132 0 0 31 32 M30A X 10.621 10.621 0 0 M30A Y 6.132 6.132 0 0 33 M33A X 10.621 10.621 0 0 34 _ M33A Y 6.132 6.132 0 0 35 M34A X 10.621 _ 10.621 0 0 , 36 M34A Y 6.132_-_ - 6.132 0 0 37 M37A X .004 .004 0 0 38 M37A Y .002 _ .002 0 0 39 M38A X .004 .004 0 0 40 M38A Y .002 .002 0 0 41 M39A X 4.426 4.426 0 0 42 M39A Y 2.556 2.556 0 0 43 M4OB X 4.426 4.426 0 0 44 M408 Y _ 2.556 2.556 0 0 45 M418 X 6.892 6.892 0 0 46 M41B Y 3.979 3.979 0 0 47 M42A X 8.496 8.496 0 0 48 M42A Y 4.905 4.905 0 0 49 M43A X 8.496 8.496 10 0 50 M43A Y 4.905 4.905 0 0 51 M44A X 6.372 6.372 0 0 52 _ M44A Y 3.679 3.679 0 0 53 M47A X 5.045 5.045 0 0 54 M47A Y 2.913 2.913 0 0 55 M48A X 5.045 5.045 0 0 56 I M48A Y 2.913 2.913 0 0 Member Distributed Loads (BLC 12 : Structure Wind w/lce(0)) Member Label Direction Start Magnitude lb✓ft...End Ma nitude lbfft F... Start Location[in,%1 End Location[in%] 1 M29 X _ -1.893 _ -1.893 0 0 2 M29 Y 0 0 0 0 3 M30 X -1.893 _ -1.893 0 0 4 M30 Y 0 0 0 0 i 5 _ M31 X -1.893 -1.893 0 0 6 M31 Y 0 0 0 0 7 M32 X -1.8933 -1.893 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 27 . . , . . . : Kimley-Horn and Associates, Inc. Apr 14, 2021 IICompanyIRIS ' Designer ADR 3:36 PM Job Number Checked By_ A NEMETSCHFK COMPANY Model Name : Member Distributed Loads (BLC 12 : Structure Wind w/Ice(0)) (Continued) Member Label Direction Start Magnitude[Ib/ft,..End Magnitude[Ib/ft,F... 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Y - 0 0 .624 .624 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 29 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany IRISDesigner Number : ADR 3:36 PM Job Checked By: P NEMF PCHEK COMPAN,, Model Name : Member Distributed Loads (BLC 13 : Structure Wind w/lce(30)) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/Ft,F... Start Location[in,%1 End Location[in%] 53 M47A X -1.117 -1.117 0 0 54 M47A Y .645 .645 0 0 55 M48A X -1.117 -1.117 0 0 56 1 M48A Y .645 .645 0 0 Member Distributed Loads (BLC 14 : Structure Wind w/Ice(45)) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/Ft,F.... 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Apr 14, 2021 ICompany IRISA Job Nu Designer : ADR 3:36PM Number Checked By. ANFME-SCHE-x, Model Name : Member Distributed Loads (BLC 14 : Structure Wind w/lce(45)) (Continued) Member Label Direction Start Magnitude[Ib/ft...End Magnitude[Ib/ft,F... Start Location[in,%] End Location[in,%] __ 45 M41B X -.326 -.326 0 0 46 _ M41B Y .326 .326 0 0 47 M42A X -1.176 -1.176 0 0 48 M42A _ Y 1.176 1.176 0 _ 0 _ 49 M43A X -1.176 -1.176 0 0 1 50 M43A Y 1.176 1.176 0 0 i 51 M44A X -.588 -.588 0 0 52 M44A Y .588 .588 0 0 _ 53 M47A X -.912 -.912 0 0 54 M47A Y .912 .912 0 0 55 M48A X -.912 -.912 0 0 56 M48A Y 1 912 A .912 0 0 Member Distributed Loads (BLC 15 : Structure Wind w/lce(60)) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[Ib/ft,F... 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Apr 14, 2021 ICompany 'RISDesignerJob Number : ADR 3:36 PM Checked By: A V MFTSCFarK CC)MPANv Model Name : Member Distributed Loads (BLC 15 :Structure Wind w/lce(60)) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Localion[in,%] 37 M37A ! X -.435 1 -.435 0 0 38 M37A Y .754 .754 0 0 39 M38A X -.435 -.435 0 0 ' 40 fi _-- M38A Y 1- .754 .754 0 0 41 M39A X -.412 -.412 0 0 42 M39A - Y .713 .713 0 0 43 M4OB X -.412 -.412 0 0 44 M4OB Y _ .713 .713 0 0 45 M41B X -.139 ! -.139 0 0 46 M41 B Y .242 .242 0 0 47 M42A X -.831 -.831 0 0 48 M42A Y 1.44 L 1.44 0 L 0 49 M43A X -.831 -.831 0 0 50 M43A Y 1.44 1.44 0______1 0 51 M44A X _t__ -.208 -.208 0 0 52 , M44A_ Y .36 .36 0 0 53 M47A X -.645 -.645 0 0 54 M47A Y 1.117 r 1.117 _ 0 0 55 M48A X -.645 1 -.645 0 0 _ 56 M48A Y 1.117 1.117 0 0 Member Distributed Loads (BLC 16 :Structure Wind w/lce(90)) Member Label - Direction Start Ma nitudeb/ft,...End Magnitude[Ib/ft,F... Start Location[in,%1 End Location[in,%] 1 ' M29 X -4.292e-7 -4.292e-7 0 0 2 M29 Y 1.893 1.893 0 0 3 _ M30 X -4.292e-7 -4.292e-7 _ 0 0 4 M30 Y _1.893-- _ _ 1.893 0 0 _ 5 M31 _ X -4.292e-7 -4.292e-7 0 0 6 M31 Y 1.893 1.893 0 0 7 M32 X -4.292e-7 -4.292e-7 0 0 8 M32 Y 1.893 1.893 0 0 9 M33 X -1.948e-7 _ -1.948e-7 0 0 M33 Y .859 .859 0 0 10 1__- 11 M34 ! X -1.948e-7 -1.948e-7 0 0 _12 M34 Y .859 .859 0 0 13 M35 X -3.771e-7 -3.771e-7 0 0 14 M35 Y 1 1.663 1.663 0 0 15 M36 X -3.771e-7 -3.771e-7 0 0 16 M36 Y 1.663 1.663 0 0 17 M37 X -1.854e-7 -1.854e-7 0 0 ' 18 M37 _ Y .817 .817 0 0 19 M38 X -1.854e-7 --1.854e-7 0 0 20 M38 Y .817 .817 0 0 21 M39 X -2.743e-8 -2.743e-8 0 0 L22 M39 Y .121 .121 0 0 1_23 M44 X -1.053e-13 -1.053e-13 0 0 24 M44 Y 4.642e-7 4.642e-7 0 _ 0 25 M47 X -2.924e-7 -2.924e-7 0 0 26 M47 _ Y 1.289 1.289 0 1 0 27 M48 X -2.924e-7 -2.924e-7 0 0 28 M48 - --f Y 1.289 1.289 0 - 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3dj Page 32 o- ' - "- -,or000000,,000000.,,,,,,......o,..000,o-o,....,,,, .. . . ,, , .. . o...,,..o.00,,.,o...o.,.0000..00....,, r.. ., . ,,,n •I ,, t ,e •,, ,u,ta,,,14,,);,11.1,i,,v111,,aolo4,,,,,,iy,,,,,ti,,,a,,,,,,,C, ' 1, . • *do • Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 11111RISA ,Doe:temrber :: ADR 3:36 PM Checked By: A NE N'FTSCHEK COWAN Model Name : Member Distributed Loads (BLC 16 : Structure Wind w/Ice(90)) (Continued) Member Label Direction Start Magnitude[113/ft,...End Magnitude[lbfit,F. . Start Location[in,%] End Location[in,%] 29 M29A ' X -4.292e-7 -4.292e-7 0 0 30 M29A Y 1.893 1.893 0 0 31 M30A X -4.292e-7 -4.292e-7 0 0 32 11430A Y 1.893 1.893 0 0 33 M33A X -4.292e-7 -4.292e-7 0 0 34 M33A Y 1.893 _ 1.893 0 0 35 M34A X -4.292e-7 -4.292e-7 0 0 , 36 M34A Y 1.893 1.893 1- 0 0 37 M37A X -1.509e-7 -1.509e-7 0 1 0 38 M37A Y .665 .665 _ 0 0 39 M38A X -1.509e-7 -1.509e-7 0 0 40 M38A Y .665 .665 0 0 41 M39A X -1.646e-7 -1.646e-7 0 , 0 42 M39A Y .726 .726 0 0 43 M4OB X -1.646e-7 -1.646e-7 0 0 44 M4OB Y____I .726 .726 0 0 45 M41B X -2.196e-8 -2.196e-8 0 0 46 M41B Y .097 .097 0 0 47 M42A X -3.771e-7 -3.771e-7 0 0 48 M42A Y 1.663 1.663 0 0 49 M43A X -3.771e-7 I -3.771e-7 0 0 50 M43A Y 1.663 1.663 0 0 51 M44A X -9.755e-18 -9.755e-18 0 0 52 M44A Y 4.301e-11 4.301e-11 L 0 0 53 M47A X -2.924e-7 ' -2.924e-7 j 0 0 54 M47A Y Li.289 1.289 0 0 _,_ 55 M48A X -2.924e-7 -2.924e-7 0 0 56 M48A Y 1.289 1.289 0 I 0 Member Distributed Loads (BLC 17 : Structure Wind w/Ice(120)) Member Label Direction Start Magnitude[lb/ft,...End Magnitudeflbfit,F... Start Location[in,%j End Location[in,°/01 1 M29 X .946 1 .946 0 0 2 M29 Y 1.639 1.639 0 0 3 M30 X .946 .946 0 0 4 M30 Y 1.639 1.639 0 0 5 M31 X .946 .946 0 0 6 M31 Y 1.639 1.639 0 0 7 M32 X j .946 .946 0 0 8 M32 Y ' 1.639 1.639 0 0 9 M33 , X .368 .368 0 0 10 M33 I Y .637 .637 0 0 11 12 13 15 M34 X .368 M34 Y .637 .637 0 0 M35 M36 X .831 .831 0 0 Y 1.44 1.44 0 0 X .831 .368 0 .831 0 0 14 M35 0 16-1-- M36 Y 1.44 L 1.44 0 0 i 17 M37 X i .38 .38 0 0 i 18 M37 Y .658 .658 0 0 19 M38 X .38 1 .38 0 0 [ 20 M38 , Y .658 .658 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3c1] Page 33 P 4 • . .at : Kimley-Horn and Associates, Inc. Apr 14, 2021 I ICompany I RISA Job N Designer : ADR 3:36PM umber Checked By. A NFMETSCHFK CO , Model Name Member Distributed Loads (BLC 17: Structure Wind w/lce(120)) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Iblft,F... Start Location[in,%] End Location[in,%] 21 M39 X .148 .148 0 0 22 M39 Y .257 M .257 0 0 23 _ M44 X .207 .207 0 0 24 M44 Y .359 .359 _ 0 0 25 M47 _ X .645 .645 0 0 26 M47 _ Y 1.117 1.117 0 0 27 M48 X .645 .645 ' - 0 0 _ 28 M48 Y 1.117 1.117 0 0 29 M29A X .946 .946 0 0 30 M29A Y 1.639 1.639 0 0 31 M30A X .946 .946 0 0 32 M30A Y 1.639 1.639 0 0 33 M33A X .946 .946 0 0 34 M33A �_ Y 1.639 1.639 0 0 35 M34A X .946 .946 0 0 36 1 M34A Y 1.639 1.639 0 0 37 M37A X .115 .115 0 0 38 M37A Y .199 .199 0---- 0 39 M38A X .115 .115 0 0 40 _ M38A Y .199 .199 0 0 41 M39A X .26 .26 0 0 42 M39A Y .451 .451 0 0 43 M40B X .26 .26 0 0 44 [ M40B ! Y .451 .451 0 0 1 45 M41 B X - .139 .139 0 0 i 46 M41B Y .241 .241 0 0 47 M42A X Y 144 1.44 0 11 831 0 0 48 M42A 0 49 M43A X .831 .831 0 0 , 50 M43A Y 1.44 _ 1.44 f - 0 0 51 M44A X .208 .208 0 0 52 M44A Y .36 .36 0 0 53 M47A _ X .645 .645 0 0 54 M47A Y 1.117 1.117 0 0 55 M48A X .645 I .645 0 0 56 M48A Y 1.117 1.117 _I 0 0 Member Distributed Loads (BLC 18 : Structure Wind w/lce(135)) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Location[in,%] 1 M29 ! X 1.338 1.338 0 0 2 M29 Y 1.338 1.338 0 0 3 T M30 X 1.338 1.338 _ 0 0 4 M30 Y I 1.338 1 - 1.338 0 0 5 M31 X 1.338 1.338 0 0 6 M31 Y 1.338 1.338 0 0 7 M32 X 1.338 1.338 0 0 8_- M32 ___-- Y 1.338 1.338 0 0 9 M33 _ - X .38 .38 0 0 10 M33 Y .38 .38 0 0 11 M34 X .38 _38 0 _ 0 12 [ M34 Y .38 .38 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 34 _ .. . . . : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompany'RISA Job Nu Designer : ADR 3:36 PM Number Checked By: a NF AFT r-HFK(r)WAN cr)WANv Model Name : Member Distributed Loads (BLC 18 : Structure Wind w/Ice(135)) (Continued) Member Label Direction Start Magnilude[l ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Location[in°%] 13 M35 X 1.176 1.176 0 I 0 14 M35 Y 1.176 1.176 0 0 15 M36 X 1.176 1.176 0 0 16 M36 Y 1.176 -_. 1.176 0 0 17 M37 X .471 .471 0 0 18 M37 Y ! .471 .471 0 0 19 M38 X .471 .471 0 0 I 20 M38 Y .471 .471 0 0 21 M39 X .334 .334 0 0 22 M39 Y .334 .334 0 0 23 M44 X .587 .587 0 0 24 ---- M44 Y .587 .587 0 0 25 25 M47 X .912 .912 0 0 M47 Y j .912 .912 0 0 27 M48 X .912 .912 0 0 28 M48 Y .912 -_. .912 - 0 0 29 M29A X 1.338 1.338 0 0 30 M29A Y 1.338 _ 1.338 0 0 31 M30A X 1.338 1.338 0 0 32 M30A Y 1.338 1.338 0 0 33 M33A X 1.338 1.338 0 0 34 , M33A Y 1.338 1.338 0 0 35 M34A X 1.338 1.338 0 0 36 , M34A Y �_ 1.338 1.338 0 0 37 M37A _ X .046 .046 1 0 0 1 38 M37A Y .046 .046 0 0 39 M38A X .046 .046 0 0 40 M38A Y .046 .046 0 0 41 M39A X .313 .313 0 0 42 ' M39A Y .313 .313 0 0 43 M4OB X .313 .313 0 0 44 M40B r Y .313 .313 0 0 45 M416 _ X .325 .325 0 0 46 M41B Y .325 .325 0 0 47 M42A X 1.176 1.176 0 0 48 M42A Y 1.176 1.176 0 0 49 M43A - X 1.176 1.176 0 0 50 M43A Y 1.176 1.176 0 0 51 M44A X .588 .588 0 0 52 M44A Y .588 .588 0 0 53 M47A X I .912 .912 0 0 54 M47A Y .912 .912 0 0 55 M48A X .912 .912 0 0 -------- ---- 56 M48A Y .912 .912 0 0 Member Distributed Loads (BLC 19 : Structure Wind w/Ice(150)) Member Label Direction Start Magnitude[Ib/ft,.._End Magnitude[Ib/Ft,F.._ Start Location[in,%1 End Location[in,%oj 1 M29 X 1.639 1.639 0 0 2 M29 Y .946 .946 0 0 3 M30 X 1.639 1.639 0 0 i--4 M30 Y j .946 .946 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 35 : Kimley-Horn and Associates, Inc. Apr 14, 2021 I ICompany I RISA Designer : ADR 3:36 PM Job Number Checked By: ANFMP'SCHFK cnMPnti, Model Name : Member Distributed Loads (BLC 19 : Structure Wind w/lce(150)) (Continued) Member Label Direction Start Magnitude[Iblft,...End Ma_finitude[Ibltt,F_._Start Location[in,%] End Location[in,%] - 5 I M31 ' X 1.639 1.639 0 0 -- - ----- ------ ----- - I---6-_..----- M31 ----_.------ Y .946 ------- .946 0 0 7 M32 X 1.639 1.639 0 0 8 M32 Y .946 .946 0 0 9 ' M33 1 X .271 .271 0 0 10 M33 Y .156 .156 0 0 11 M34 X i .271 .271 _ 0 0 12 M34 Y .156 .156 0 0 13 1 M35 X 1.44 1.44 0 0 14 M35 Y .831 .831 0 0 15 M36 X 1.44 1.44 0 0 rt 16 M36 Y .831 .831 0 0 17 M37 X .484 .484 0 0 18 M37 Y I .28 .28 0 0 19 M38 X .484 .484 0 0 20 M38 Y .28 .28 0 0 21 M39 X .561 .561 0 0 22 M39 Y .324 .324 0 0 23 M44 X ! 1.079 1.079 0 0 �4 M44 Y .623 .623 0 0 25 M47 X 1.117 1.117 0 0 26 M47 _ Y .645 .645 0 0 27 M48 X 1.117 1.117 0 0 28 M48 Y .645 .645 0 0 29 M29A X 1.639 1.639 0 0 r 30 M29A Y .946 .946 0 0 31 M30A X 1.639 1.639 0 0 32 _ M30A Y .946 .946 0 0 33 M33A X 1.639 1.639 0 0 34_� M33A Y .946 .946 0 0 35 M34A __ X 1.639 1.639 0 0 36 M34A Y ___I .946 .946 0 _ _ 0 37 M37A X 1 .0001953 .0001953 0 0 38 M37A Y 1 .0001128 .0001128 0 0 39 M38A X .0001953 .0001953 0 0 40 M38A L Y .0001128 .0001128 0 _ 0 41 M39A X .357 .357 0 0 42 M39A Y .206 .206 0 0 43 M4OB _ X .357 .357 0 0 44 M4OB t Y .206 .206 0 0 45 M41B X .555 .555 0 0 ----- -- --- 46 M41B Y .321 . ------ 321 ------ --- 0 - -- 0 47 I M42A X 1.44 1.44 0 48 .L M42A Y .831 .831 0 0 49 M43A _ X 1.44 _- 1.44 0 0 50 --- M43A Y .831 .831 0 0 51 M44A X 1.08 1.08 0 0 52 M44A Y .624 .624 0 0 53 M47A X 1.117 1.117 0 0 54 M47A Y .645 .645 0 0 55 M48A X 1.117 1.117 0 0 _; 56 M48A 7 Y .645 645 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 36 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 ISA IIRI Designer ADR 3:36PM Job Number Checked By: Model Name : Member Distributed Loads (BLC 36 : Seismic)0 Member Label Direction Start Ma_gnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%1 End Locabon[in%] 1 7 M29 X 2.987 2.987 0 0 1_ 2 M30 X 2.987 , 2.987 0 0 3 M31 X 2.987 2.987 0 0 4 M32 __ X 2.987 -_- 2.987 0 0 5. M33 X 3.813 3.813 0 0 6 _ M34 X 3.813 3.813 0 0 7 M35 X 3.032 3.032 0 0 8 M36 X 3.032 _ 3.032 0 0 9 M37 X 1.346 1.346 0 0 10 M38 X t 1.346 1.346 0 0 11 M39 X 1.346 1.346 0 0 12 M44 X 3.032 3.032 0 0 r-13 M47 X 1.216 1.216 0 0 _ I 14 M48 X 1.216 1.216 0_ - 0 15 M29A X 2.987 2.987 0 0 _._16 M30A X 2.987 - 2.987 0 0 17 M33A X 2.987 2.987 0 0 i 18 M34A X 2.987 2.987 0 0 19 M37A X 3.813 3.813 0 0 20 1 M38A X 3.813 3.813 0 0 21 M39A X 1.346 1.346 _ 0 0 22 M4OB X 1.346 1.346 0 0 23 M41B X 1.346 1.346 0 0 24 M42A X 3.032 I 3.032 0 0 25 M43A X 3.032 3.032 0 0 26 M44A X 3.032 3.032 0 A 0 27 M47A X 1.216 1.216 0 0 28 M48A X 1.216 1.216 0 0 Member Distributed Loads (BLC 37: Seismic Y) Member Label Direction Start Magnitude[Ibfft,...End Magnitude[Ib/ft,F... Start Location[in,%1_ End Location[in%1 1 1 M29 Y 2.987 2.987 0 - 0 2 _ M30 Y 2.987 2.987 0 0 3 M31 Y 2.987 - ---2.987 0 0 4 M32 I Y 2.987 2.987 0 _ 0 5 M33 Y 3.813 3.813 0 0 6 M34 Y 3.813 3.813 0 0 7 M35--- M36 ---------I Y --- 3.032 ' --- 3.032 0 0 8- 1 Y _ 3.032 3.032 0 0 9 M37 Y 1.346 1.346 0 0 10 M38 Y 1.346 1.346 0 0 11 M39 Y 1.346 1.346 0 0 12 M44 Y 3.032 3.032 0 0 13 M47 Y 1.216 1.216 0 0 14 M48 _ Y 1.216 1.216 __- 0 0 - 1 15 M29A Y 2.987 2.987 0 0 16 M30A Y 2.987 2.987 0 0 17 M33A Y I _ 2.987 2.987 0 0 18 M34A Y 1_. 2.987 2.987 0 0 19 M37A Y 3.813 3.813 0 0 _ r 20 M38A Y 3.813 3.813 0 0 RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\P008063A.r3d] Page 37 : Kimley-Horn and Associates, Inc. Apr 14, 2021 ICompanyIRISA Jo Deb Nusignermber : ADR 3:36PM Checked By:_ A NFMFTSCHFK COMPANY Model Name : Member Distributed Loads (BLC 37: Seismic Y) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/Ft,F... Start Location[in,%] End Location[in,%1 21 M39A Y 1.346 1.346 0 0 22 M4OB Y 1.346 1.346 0 - 0 - --- 23 M41B Y 1.346 1.346 0 0 24 M42A Y 3.032 3.032 0 0 25 M43A Y 3.032 3.032 0 0 26 M44A Y 3.032 3.032 0 0 27 M47A _ Y 1.216 1.216 0 0 i 28 1 M48A Y 1.216 1.216 0 0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] No Data to Print ... Envelope Joint Reactions Joint X LC MY[k-ft] LC MZ[k-ft] LC 1 N53 man -3s 8 3,44 11 17 640.854 16 1933.839 26 M.842[k-ft] 9 .952 27 .794 8 2 25 -442.038 8 94.775 18 -.76 17 -.002 1 -.786 17 3 N54 max -1.343 6 200.902 15 533.71 29 .322 8 .23 16 .159 7 ' 4 min -378.127 33 -158.596 7 -50.648 5 -.241 16 -.076 8 -.15 15 5 N55 max 1903.273 20 137.149 15 894.028 3 .334 9 .502 11 .416 16 6 min -51.021 12 -334.546 7 -436.95 11 -.291 J 17 -.175 3 -.431 8 7 8 N56 �m max 2 0 404 10 -554.408 18 109 019 7 -42.394 5.741 15 216.028 3 .124 I 7 .102 16 .131 15 11 -.103 15 -.054 8 -.137 7 9 N55A max 925.557 3 533.263 3 1458.425 3 .085 11 .195 3 .027 . 1 10 min 995.515111 571.794 11 -1645.838 11 -.105 3 -.186 11 -.02 I 11 11 N56A max 201.045 16 220.32 14 207.483 18 .244 5 .059 16 _ .074 13 _ 12 'min -219.1631 8 -235.295 6 -212.103 10 -.236 13 -.055 8 -.08 5 13 N61A max 180.875 4 115.058 31 2530.443 27 .144 4 .174 4 .267 12 14 min,-104.125 12 -19.027 t 6 -273.2754 3 -.303 12 -.172 12 -.229 4 15 N62A max 358.11 4 826.206 12 709.352 12 1.371 4 .549 4 .119 12 16 1min -346.988 12 -857.7 4 -111.639 4 -1.323 12 -.498 12 -.108 4 17 Totals: max 2558.763 3 1841.301 15 5731.697 19 18 min 2558.72 11 1841.306 7 2181.74 1 Envelope AISC 15th(360-16):LRFD Steel Code Checks Memberin LC Shear... Loc[in] Dir LC phi*Pnc[Ib]Shape C2 STD 1 ode 36 C... Phi*Pnt[lb]phi*Mn y-...phi*Mn z-...Cb Eqn 2 M47A P2 STD 413 36I .048 36 10 22056.s32'33847.758 1.997 1.997 11.... H1-1 b 31 .055 36 4 33847.758 1.997 1.997 1.... H1-lb 3 M41B I L2.5x2.5x4 .336 58.686 12 .009 0 y 26 4163.728 37485 1.083 1.79 1 H2-1 3 1 . -- r --- 41 H1-lb 5 M44 P3.5 STD .219 43.962 23 .090 43.962 27,29393.068 84420 8.46 8.46 ---- � M42A P3.5 STD .247 41.936 11 .091 42.625 11 74515.891 84420 8.46 : 8.46 '2.-• H1-lb 6 M39 L2.5x2.5x4 .207 52.508 10 .006 0 z 28 5201.171 37485 1.083 j 1.864 ..1. ,. H2-1 7 M36 1 P3.5 STD .204 41.938'11 .083 42.625 11 74515.891 84420 8.46 8.46 2.... H1-lb 8 M32 00I 7 26 .134 0 9 83088.432 83160 _10.631 10.631 1...: H1-lb_ 9 M44A P3.5 STD .182 1154.6.. 23 .092 154.6... 27 29099.047 84420 8.46 8.46 2.... H1-1 b 10 P .14236 11 .016 36 y 10 22056.932'33847.758 1.997 1.997 ,1 ! H1-1b 11 M47 P2 STD _ 4 .162 _• ��•25 .061 119.0... 10 87307.261 139518 16.181 16.181 2 � H1-lb RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 38 Company : Kimley-Horn and Associates, Inc. Apr 14, 2021 I IRISA Designer ADR 3:36PM Job Number Checked By. F-,lFTSCHFK COMPANY Model Name : Envelope AISC 15th(360-16):LRFD Steel Code Checks (Continued) .140 J0 4 1 .048 01E183088.432 83160 1_10.631 10.631 11...{ I-1 1 Member Shape Code C...Loc[in] LC Shear Lo in Dir LC •hi*Pnc Ib hi Pnt Ib hi Mn Eqn 12 ; M33A Hsss.000xo...�, _ 13 M48A P2 STD .137 36 3 .018 36 22056.932 33847.758 1 997 ph1 9 7-...Cb ® 99 H11b M39A __1 L2.5x2.5x4 [ .135 27..842 3 1 .003 14 0 5 17230.92215 M38 'L2.5x2.6x4 ' .117 20.418 � -- � 37485 1.083 2.205 1 � H2-1 13 .006 59.397, z 11'17230.922 37485 1.083 2.205 1 . H2-1 1.6 M30 HSS5.000xo_..� .111 7 3 C .088 0 6 83088.432 83160 10.631 _10.631 1.--1 H 1-1 b r 17 M43A P3.5 STD .106 0 12 .051 0 4 74515.891 84420 8.46 8.46 2... H1-lb 4 19 M37A HSS4X4X4 .060 10.5 11 .086 12 1 y 11 20004 6.. 139518 16.181 16.181 T3 H 1-1 b 11l 1_ I 20 M30A HSS5.000X0._. :054 7 11' :048 0 1 15,��8.432 83160 10.631 10.631 2��' 21 M31 HSS5.000xo...', 044 7 17 031 0 83160 10.631 10.631 1... H1-lb 22 M34A HSS5.000X0... .044 0 12 .033 0 12 83088.432 83160 10.631 10.631 1... H1-1b 23 M4OB L2.5x2.5x4 .038 30.317'26: .003 0 z 6 17230.922 37485 1.083 ! 2.205 1... H2-1 24 M37 L2.5x2.5x4 .038 29.698 8 .003 159.397 z 7 17230.922 37485 1.083 .[_ 2.205 1••• H2-1 25 M34 HSS4X4X4 .037 119.0.. 16 .023 119.0... y 17!87307.261 139518 16.181 16.181 2-_ HI-lb 26 M29 HSS5.000X0.... .027 7 3 .030 0 16 83088.432 83160 10.631 10.631 1.- H 1-1 b 27 M38A HSS4X4X4 .024 10.5 12 .084 12 z ' 4 120004.6... 139518 16.181 ! 16.181 2.... H1-1 b 28 M29A HSS5.000x0...L.023 0 5 .020 0 5 83088.432J 83160 10.631 10.631. 1.... H1-1 b RISA-3D Version 17.0.0 [\...\...\...\...\...\...\...\...\1 - MA\Risa\PO08063A.r3d] Page 39 SITE ID:P008063A Kimley-Horn Project#:KHCLE-5566 Site Name:HWY 217&GREENBURG Page 7 APPENDIX C RF DATA SHEET/PROPOSED SCOPING DOCUMENT kmley-horn.com 421 Fayetteville St, Suite 600, Raleigh. NC 27601 (919)677-2000 120/202O Retain_1_2020-12-03 RAN '~' x&L Template: P008063A 8phnt Retain_1 Print Name:Standard pons:New Build-Sprint Keep Section 1 - Site Information Site ID: p0000mm Site Name: Hwy u1ruomonuum Latitude: *5.4436*361 Status pmu/ Site Class: Roof Top Mount Lv°mu°ue: '122.77486080 vers/c°. 1 Site Type: Building Address: 9600 mw Oak St Project Type: Sprint Retain planneac umm .on Approved: 112/3/2020 9:3:00 AM wmmm. ponruNoon mm/nn. wear Approved By: Burden.Christopher39@T-Mobile.com Vendor. Nokia Last Modified: ,�v�v�y:^vvmw Laomu�. Private Landlord ��m�� Burden RAN Template: 56790sZ-SR-T U AL Template: ��s�� aecm m � s Coax o"�� o ,cvun�� x A Antenna U c c o U rwmc � o U nauCount: n Section 2 - Existing Template Images This section io intentionally blank. � / ..--.~. --.'-. -- --- - .. . ' - - — - --' -- -- --- - - - --- . :12/3/2020 P008063A_Sprint Retain_1_2020-12-03 Section 3 - Proposed Template Images P008063.jpg 12/3/2029 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+MB Octo B12 (L700) — 5 MHz Passive Antenna B71 (L600) —10 MHz B71 (N600) — 10 MHz FDD - Mid band B4 (L2100) — 20 MHz 121 B66 (AWS3) — SMHz N600 MI B2 (L1900) — 20 MHz B25 (L1900) — 20 MHz SRAN — GSM PCS 8 7 6 5 4 3 2 1 4.' 17 i 'n "11 1 iWI il TDD - Band 41 I tT w ii L2.5(2.5GHz)— 60 MHz N41(2.5GHz) — 100MHz +2nd carrier (<=80MHz) AHLOA AHFIG 700+600 AWS+PCS Top VOW Ma NM 4IIIM M144 *A. 41.101. 9MV; 0.114 Ground 117 HCS2.0 1 HCS2.0 TowerTop 1 • 1 TowerTop i HCS2.0 1 LTowerTop) I , SRAN LTE + GSM FSMF 5G Airscale ••• GSM PCS LTE FDD/TDD . . Airscalel Notes: . .. .... . . 12/3/2O2 . P008063A_Sprint Retain_1_2020-12-03 Section 4 -Siteplan Images ---This section is intentionally blank.---- 12/3/20;p. P008063A_Sprint Retain_1_2020-12-03 RAN Template: A8L Template: P008063A S not Retain 1 56790EZ_SR_T 56790EZ_SR_T P _ 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 Ty Enclosure Delta HPL3 600A DC plant) (Tower Top Mount(Nokia) (Ancillary Equipment(Nokia) (Delta LB3 Battery Cabinet(4 strings)) Baseband ASIB ' ASIK ASIK ASIK 1700 11N25001 [N600) 1fL2500)Lea J FSMF L2100 IG19001 L1900 Baseband ABIA(x 2) 'ABTA s ABIL(x 3) Submodule L2100 L700 j N2500 r L1900 L_600 ABIL [N600)/ ABIC(x3) L2500 L Baseband (AMIA(x 2 Subrack 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 I L600 I 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 LY--./I-LJ—�-�J...�L ��-� ��..__ ___ _li�_�./_ __.�/�_�_��__aie�—_a__ati wnw�•�� _www •-w ww—w w. — .... ......... .. �.—�� .�— �� ..�� _.� 12/3/20 0. P008063A_Sprint Retain_1_2020-12-03 RAN Template: A81 Template: P008063A S not Retain 1 56790EZ_SR_T 56710EZ_SR_T — p — 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 1 2 Antenna (Commscope-FFVV-65C-R3-V1(Octo)) (AEHC(Active Antenna-Massive MIMO)) Model Azimuth 45 45 M.Tilt O Height 70 70 Ports P1 P2 P3 P4 P5 Active Tech. rL700)(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 15 ft. 15 ft. 15 ft. TMAs Diplexers/ Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: 12/J207,,0• P008063A Sprint Retain_1_2020-12-03 RAN Template: A&L Template: P008063A S not Retain 1 56790EZ_SR_T 56790EZ_SR_T — P — Print Name:Standard PORs:New Build_Sprint Keep Sector 2(Proposed)view from front(Note:the images show view from behind) Coverage Type (A-Outdoor Macro) Antenna ` 1 2 Antenna Model (Commscope-FFVV-65C-R3-V1(Octo)J (AEHC(Active Antenna-Massive MIMO)J Azimuth 120 M.Tilt O O 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-115 ft. Fiber Jumper 15 ft.115 ft. __. TMAs Diplexers/ Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: ihi+no•//rfsle_nmd_•uni`nnrn_en"..b PION".44_....Jale.......Al.,4 01.....0 .:..4"..F1.4GONJd...on") Aeo..00%C..C{.G..A _Cnn •Ann n -sin 12/3/20 ,0. P008063A_Sprint Retain_1_2020-12-03 RAN Template: A&L Template: P008063A S rint Retain 1 56790EZ_SR_T 56790EZ_SR_T — p — Print Name:Standard PORs:New Build_Sprint Keep Sector 3(Proposed)view from front(Note:the images show view from behind) Coverage Type �A-Outdoor Macro) Antenna 2 Antenna Model (Commscope-FFVV-65C•R3-V1(Oct4 (AEHC(Active Antenna-Massive MIMO)) Azimuth Ea 225 M.Tilt 0 0 Height 70 70 Ports P1 P2 P3 P4 P5 Active Tech. �L700) L600 (L700)(L600) (1.2100)(L1900) (L2100)(L1900) (L2500)(N2500) (N600) (N600) (G1900) (G1900) Dark Tech. Restricted Tech. Decomm. Tech. E.Tilt Cables rFiber Jumper Fiber Jumper} Fiber Jumper 15 ft. 15ft 15ft TMAs Diplexers Combiners Radio Sector Equipment Unconnected Equipment: Scope of Work: httne•Nrhie-nrnri-wnhrnro_enri Ir.nnn of i_mnhiln nnm/Ih4eChnef/Dr:n4nn1./h9OC1G9.1.4 .400 AGO..OO7C..C{.C..A9L.LONY11_.. .JIJ_nJnnOJCC -Cnn A Ann n nin v12/3/2140. P008063A Sprint Retain_1_2020-12-03 RAN Template: A&L Template: ID008063A S tint Retain 1 56790EZ_SR_T 56790EZ_SR_T — p — 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 httos://rfds-prod-web-core-secure.aeo.cf.t-mobile_com/DataShaet/Printout/h3R9S1dd-a322-d5Rt_RR7R he AThfRf09Iauniifld_4rina3rtRa-aR39_Adnq-o oro