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STRUCTURAL ANALYSIS
aw September 28, 2017 NOV -1 Dennis Demarco MasTec Network Solutions, LLC B'Y . ....................... 6100 Broken Sound Parkway, Suite'6 SCANNED Boca Raton, FL 33487 BY St. Lucie County Subject: Structural Analysis - Antenna Mount Carrier Designation: AT&T: Indrio [FA# 100168061 a ENGINEERING GROUP MIN. SETS"'Iv PEo' FRONT SIDES APX Project: 17-0107.88 CNR sit Site Information: 6189 N Federal Highway REAR _ Fort Pierce, Saint Lucie County, FL 34946 ZNG.,ff Latitude 27.546333* N, Longitude 80.3685830 Existing Antenna Mounts Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mounts are able to support certain proposed loads. It is our understanding that AT&T, who retained MasTec; Network Solutions (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 160 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions, it is our opinion that the subject structure will not support the proposed loading. We recommend replacing all existing mounts with Connect -IT Wireless #PVFM1 2-3-3-96-3 heavy-duty v-frame mounts. Existing Members: Fail at +200% This report has been prepared for the purpose of providing a structural evaluation of the subject structure for the loading conditions indicated. It is intended for the exclusive use of AT&T and MNS. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX We appreciate the opportunity to proviqQtj[Qi;?JessionaI services to you and look forward to continuing our relationship. If we can be of V?,1k'*1ft&A.a vl�-C- e, please do not hesitate to contact us. ........ C E tv Sincerely, (P No APX Engineering Group, LLC E 4 —2 -f OR V F LE UOPY . ...... 0 Michael A. Phillips, P.E. ' L Chief Engineer k ;0V62t Florida License #68312 AT&T: Indrio [FA# 100168061 Structural Analysis Report Table 1: Anaivsis Criteria Criterion Building Code Description Florida Building Code, 5th Edition (2014) Standard - Loads TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas (FBC 3108.1) Standard - Steel AISC LRFD 14th Edition Risk Category 11 Ultimate Wind Speed 160 mph, 3-Second Gust (FBC 1620.2) Nominal Wind Speed 124 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class 11 (1 = 1.0) Topo. Category 1 Crest Height Zero Feet Structure Type Mount Su000rtina Information June 20, 2017 Radio Frequency Data Sheet (RFDS) AT&T October 17, 2016 Site Visitlinvestigation AXP Various Miscellaneous Information AT&T/MNS Analysis Assumptions and Limitations 1 . Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All structural components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipmenttappurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and AIPX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. Recommendations 1. Replace all existing mounts with new Connect -IT Wireless #PVFM12-3-3-96-3 heavy-duty v-frame mount assemblies. APX Engineering Group, LLC M Wind Load - Appuftenance In Accordance With 7he TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T Indrio [FA# 10016806], 17-0107.88 M. Phillips, September 20 1 r apxl 1, . L., get, , Design Parameters Wind Speed, V.1d = 11,24 mph (TIA 2.6. 1 and Annex B) Exposure = (TIA Z 6.5) Structure Class = (TIA Table 2-1) Topo Category (TIA 2 && 2) H = RtNIJ f t (Crest Height Above Surrounding Terrain) i Structure Type = Mou 6 nt = 480 ft (Height of Structure) ft g Wind Load (z I H D Appurtenance Type ft) (ft) (ft) (ft) I I I = 1.0 (TIA Table 2-3) K,,,,,= 0.85 (TiATabje2-4) Gh = 1.00 (TIA 2.6.9) K, = 1.0 (TiA Table 2-4) f = zg = 900 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) a = 9.5 (TIA Table 2-4) Kh = N/A (TIA 2.6.6.4) KB C. = Be. Z., (Force Coefficient, TIA Table 2 Skew 1, 81 qz = 0.00256K�Ktl< dV21 (Velocity Pressure, TIA 2.6.9.6) Skew 2, F = ci�Glh(EPA)A (TIA 2.6.9.2) Round K� I Kt r I �q --m Fsldo Skew of 81 K a Z FC t I SCide 'd (lbs) FFront FSide I ? psQ ron (lbs) Page I of 1 N/A (TIA Table 2-5) 2.72 (Nat Log Base) ee '1.� (TIA 2.6.9.2) Be 00 (TIA Figure 2 -4) 00 (TIA Figure 2-4) Skew Of 02 wt. F Side (lbs) Front F CommScope SBNHH-1 D85B Panel 08 6.08 0.99 0.59 N/A 1.48 1.0 0.95 55.2 0.7810.87 260 173 260 173 260 173 42.1 Ericsson RRUS-32 (Side) Radio 08 2.27 0.58 1.01 N/A 1. 10, 1.48 1.0 0.95 55.2 0.73 0.70 53.3 88.3 53 88 53 88.3 50.6 54.0 20.0 Ericsson RRUS-11 (Side) Radio 08 1.42 0.77 1.48 N/A 11.0 1.48 1.0 0.95 55.2 0.70 0.70 42.0 81.2 42 81 42 81.2 Raycap DC6-48-60-18-8C squid OVP 08 2.0 0.92 0.92 NIA .1.0 1.48 1.0 0.95 55.2 0.70 0.70 70.8 70.8 71 71 71 70.8 Raycap DC6-48-60-18-8F �quid 08 2.0 0.92 0.92 N/A 11.0 1.48 1.0 0.95 55.2 0.70 0.70 70.8 70.8 71 71 71 70.8 20.0 dr1d, Mount Type z (EPA)N (ft2) (EPA)T (f2) (EPA)A (ft2) K z K zt Kd % (Ps� Ka - FF.. (lbs) FSide (ibs) - - FF.m (pit) Fsde (Plo 15'Sector Frame (round) Frame 12.2 7.05 10.851 1.0 0.95 31.8 .0 - 388 2241 - - 12.9 37.4 Dish Type z CA CS Cm K,1 Kd (Pso 7qz FAm (lbs) Fsm (lbs) Mm (lb-ft) Wt. (lbs) Definitions: Panel = Panel or Directional Antenna, Omni = Omni -Directional Antenna, Dish Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tovier Mounted Amplifier X* z Ak Loads: BLC 5. Envelope Only Solution APX Engineedng Group, LLC SK-2 M. Phillips Indrio - Antennal Mount Analysis Sept 28, 2017 at 12:15 PM 117-0107.88 3D RENDERED VIEW Indrio - Antenna Mount.r3d Loads: BLC 5. Envelope Only Solution APX Enciineerinq Groul), LLC FLYA 17-0107.88 SK-3 Indrio - Antenna Mount Analysis Sept 28, 2017 at 12:16 PM JOINT NUMBERS lnddo -Antenna Mount.r3d ry Z 00 Loads: BLC 5, Envelope Only Solution APX Engineering Group, LLC SK-4 M. Phillips Indrio - Antenna�I!Vlount Analysis Sept 28, 2017 at 12:16 PM 17-0107.88 MEMBER NUMBERS Indrio -Antenna Mount.r3d Loads: BLC 5, Envelope Only Solution APX Engineering Group, LLC OA 17-0107.88 Indrio - Antenna Mount Analysis MEMBER SIZES SK - 5 Sept 28, 2017 at 12:16 PM Indrio -Antenna Mount.r3d M1 550 ILMI-1; Member Length (ft) Displayed Loads: BLC 5, Envelope Only Solution APX Engineering Group, LLC M. Phillips 17-0107.88 Indrio - Antenna I Mount Analysis MEMBER LENGTHS SK-6 I Sept 28, 2017 at 12:17 PM I Indrio -Antenna Mount.r3d 4214 -201b 41b 5 Ib c 2.1 lb Cv N -50.1 ilb 8C, 0 .42.1 lb C\i \f, C\i Gc' . IF Member Length (ft) Displayed Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, LLC SK-7 M. Phillips Indrio - Antenna Mount Analysis Sept 28, 2017 at 12:17 PM 17-0107.88 DL Indflo - Antenna Mount.r3d 1 0 ;w 60:2-j Member Length (ft) Displayed Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering Group M. Phillips 17-0107.88 LILC Indrio - Antenna'Mount Analysis WIND AT FRONT SK-8 Sept 28, 2017 at 12:17 PIVI Indrio - Antenna Mount.r3d 7 C141 311b a 71 N 88. ' 1731b 8. C\i ----------------------- 7K.2o'71 88.311b .......... Member Length (it) Displayed Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering Group, LLC SK-9 M. Phillips Indrio - Antenna Mount Analysis Sept 28, 2017 at 12:17 PM 17-0107.88 WIND AT SIDE Incrio - Antenna Mount.r3d Code Check (Env) No Calc > 1.0 9D-1 '0 76,90 .50,75 0-50 .04 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, LLC Indrio - Antenni Mount Analysis UNITYCHECK SK - 10 M. Phillips Sept 28, 2017 at 12:18 PM 17-0107.88 Indric, - Antenna Mount.r3d Shear Check (Env) No Calc > i.0 90-1.0 .75,90 .50,75 0-50 .00 Member Shear Checks Displayed (Enveloped) Envelope Only Solution APX Engineedng Group, LILC SK-11 M. Phillips Indrio - Antenna Mount Analysis SHEAR CHECK Sept 28, 2017 at 12:18 PM 17-0107.88 Indrio - Antenna Mount.r3d mpany APX Engineering Group, LLC Sept 28, 2017 Designer M. Phillips Job Number 17-0107.88 Checked By:_ 111RISA' Model Name Indrio -Antenna Mount Analysis Global Pisp ons for Member Caics 5 M6x!=jjigec,Ions for MeFib6r CaIcs 97 Include Shear Deformation? Yes Tn—crease Nailing Capacity for Wind? Yes Include Yes RM Trans L9d InterseciJing Wood Wall? Yes Area Load Mesh (inA2) 144 Meme Tolerance (in) .12 P-Delta 0.50% =j_ToIe.raDqe Include for lls?� Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness, 3 Gravity Acceleration (fttse02) 32.2 Wall-Mesh,Sizd (in) '12 Eiciensolution Convengence ToL (1.E-) 4 Vertical A)ds Y Global Member Orientation Plane -9 36 �tic Solver Sparse Accelerated Dynamic Solver I Accall rated Solver Hot Rolled Steel Code AISC LRFD Admuist Stiffness? MO-10): Yes(l RISAConnection Code 'E,—oldForrned AIS 4th�360-1'0): L�FID 'C Steel Code N 56,- Wood Code None Wood Temperature < 10OF Concrete Code None Masonry,Code, No n —e' ,Aluminum Code None - Building Numbe S ear Lo'= 4 Regio Spacin I=_ 4 Biaxial Column Method PCA Load Contour Panne Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sectioni? Yes Use Cracked Sections Slab? Yes Bad, Framing Warnings? —go—' Unused Force Warnings? Yes IMin 1 Bar Diann. Spacing? . No I Concrete Reber Set !REBA SET ASTMA615 [Min.% Steel for Column , 11 I Max % Steel for Column 18 RISA-3D Version 13.0.1 [T:\ ... ... \3C installation [2017DIndrio - Antenna Mount.r3d] Page 1 ompany APX Engineering Group, LLC Sept28,2017 Designer M. Phillips Job Number 17-0107.88 Checked By:_ 111RISAModel Name Indrio -Antenna Mount Analysis Global, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? No lct x .035 Ctz .035 T X (sec) Not Entered T Z (sec) Not Entered R X 8.5 R Z 8.5 Ct Exp-X .75 Ct Exg. Z .75 SDI 1 SDS 1 S1 1 1 Not Entered LsWcat I or 11 Orn Z 1 m R Fo P �3ho X, I Envelope AISC 14th(360-10): LRFD Steel Code Checks Mp�har Ahnna rH. r.h.,L, I �, I r. Ah.., rh.,k I , I (I nhi*Pn nhi*Pn nhi*RA nhi*RA 1 M1 PIPE 2.0 2.572 8.1... 15 .345 .625 7 L6�32130 2459.5�2459. 1 H1-1bj 2 M2 PIPE 2,0 2.6111, �-t... 15 A60 8.4... 10 26521..32130 2459.5�2459. 1 H11-1al 3 M3 PIPE 2.0 .289 2.0... 7 .106 0 2 30533.. 32130 2459. 2459. H1-1b 4 U14 'PIPE 210 .641 L-O.-. 3 A30 AD 2 30533.. 3213 2459� 459. H11-1b 5 M5 PIPE-2.0 2.181 0 15 0 15 30533.. 32130 2459. 2459. H1-1b L6- V16 PIPE 2-0 . r 9 .515 9 30011 ;312=130 - 2459. H11-11b 7 M7 PIPE-2.0 .228 0 4 125 2.0... 1 30533.. 32130 2459. 2459. H1-1b 8 M8 PIPE ZO .741 '10 .230 0 10 30533.. 30 9. 2459. H11-1b g Mg PIPE-3.0 2.892 1 15 1.443 0 15 62138.. 65205 5898 8985 ... H3-6 M10 PIPE 3.0 3.021 ..495 15 1.631 A95 15 163059.. 65205 5898 8985 ... H3-6 11 M11 PIPE 2.0 .037 3.5... 2 .002 7.0... 25 17642.. 32130 459. 2459.1 ... H1-1b 12 M12 PIPE 2:0 .037 1.5-... 2 .002 0 25 17642..32130 459- 4 9 =vv b 13 M13 PIPE-2.0 7.813 0 3 2.108 0 3 30625.. 32130 459.5 2 5 -6 14 M14 E-IPE2.0 1.745 2 3 1.190 0 3 30625.. 1 459.522459.f ... H3-6 15 .147 3.75 7 .100 3 10 37773.. 50715 315543155 ... H1-1b 16 .088 7 .027 7 37773.. 5071 1 4315 ... H1-1b .3.751 .119 3.751 7 1 .062 -3-- 3 4 37773.. 50715 3155431551 . . . . . . Ab Load Combinations n ... Q� 0 QOQQ n �� Q1 D =- 0 =� n =� 0 0� 0 C� 0 C� 0 C, 0 a- H15A-3L) Version 13.0.1 LIA ... \ ... \ ... installation [2017]\Indrio - Antenna Mount.r3d] Page 2 Company APX Engineering Group, LLC Sept28,2017 RISADesigner M. Phillips Job Number 17-0107.88 Checked By:— Model Name Indrio - Antenna Mount Analysis I Load Combinations (Continued) M—A-0— Q- D QD�Q Q !=� MI � 1=� M P� Q IT. n P. R 0. Q P. Q P� n P� n r� Joint Loads and Enforced Displacements (BLC 1 : Dead Load) In;n+ I �h.[ I n KA ni,.,finn RA�,�ifi,d.rflh lh-i�) (in �H% fih-� 1 N40 L Y -42.1 2 N41 L Y -42.1 3 N42 L Y -42.1 4 N50 L Y 5 N47 L Y -50.6 6 N48 L Y -54 7 N28 L Y- Joint Loads and Enforced Disolacements (BLC 3., Wind Front) 1-inf I -h- I MRA nir.,Hn. KAnnnih Prlmrelh Ih-InI /in �ri% (Ih*Q 1 N42 L x 260 2 N41 L x 3 N40 L x 260 4 N47 L x M-3 .1 5 N50 L x 53.3 L6— N48 L' x 7 N28 L x 70.8 Joint Loads and Enforced Disjoillacements (BLC 4: Wind Side) I ��. M-0- 1 N42 L z 173 N41 L z 173 3 N40 L z 173 4 N47 L z 88.3 5 N50 L z 88.3 L-6- I I N48 z 8 1.2 7 N28 L z 70.8 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Member Label Direction Start Magnitudepbift,F] End Magnitudepb/ft.F] Start Location[ft,%] End Locafionfft,%] RISA-3D Version 13.0.1 [T:\ ... \ ... \ ... \ ... \3C installation [2017]\Indrio - Antenna Mount.r3d] Page 3 ompany APX Engineering Group, LLC Sept28,2017 Designer M. Phillips Job Number 17-0107.88 Checked By:_ 111RI C Model Name Indrio -Antenna Mount Analysis Member Distributed Loads (BLC 4: Wind Side) (Continued) Envelope Member Section Forces Member See A)dalllhl LCvShP.nrTI Lr7-qhp.nrn If' TnrqijPnh-inI lr.,v-vmnm If'. 7-7WInmPntrIh-inI 1 r. 1 M1 1 max[ 0 1 1 1 0 1 0 1 1 0 1 0 1 0 1 2 min 0', -L 0 1 0 11 0 1 0 0 1 3 2 max 289.111 15 -2.111 14 82.647 2080.062 7 2724.053 -L 1 1960.091 12 4 - min -606.755 -155.503 -112.785 _L9 1 -1gM991 3 -1685.626 ja -3113,743 4 5 3 max 223.519 _2_ 23 -4.529 _R_ 16 85.245 17 3253.146 7 3406.993 3 12772.951 10 6 min -128T53 _3 -330.244 0 -133.221 12 -2547.925 13 -3188.258 22 -12986,237 15 7 4 max 1160.739 15115.494 7 268.746 11 1395.567 15 7253.546 15 17352.251 15 8 min -1587.31 j-Q -15.208 -1-5 -244.869 16 -1732.896 -8259.25 11 -16950.582 11 9 5 max 0 1 0 1 0 1 0 _R_ 1 0 1 1 0 1 10 min, 0 1 1 0 1 a I D 1 1 0 1 11 M2 1 max 0 1 0 1 1 1 0 1 0 1 0 1 0 1 12 min 0, -L 0 1 1- 0 1 0 0 �L 0 1 13 2 max 1000.529 2 .27.732 19 53.328 13 1799.688 7 2416.206 13 2402.699 1 - min -::�-09565 _L91 -145.99 -1- -84.373 _5 -1765.897 3-2989-641 7 -2 80.383 15 3 max 2077.075 3 116.92821 31.664 8 779.069 19 3699.731 11271.206 .4 11 16 - Min -648.016 21 -198.78 4 -117.347 -954.11 12 -1898.062 22. -12271,894 15 17 4 max 1402.337 11 131.253 5 365,323 _j_ 10 1670.155 14 10374.8... 15 15920.52 15 min -923.036 15 &585 22 -294-M 15. -1686.839 8 -7-988.215,10 -15775.47 11 19 5 1 max 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 20 Imin 0 -1 0 0 0 0 1 0- 1 21 M3 I max 127.871 4 143.218 -L 2 652.306 2 823.967 -1 13 61.446 21 1799.688 7 22 - min 3.749 22 j--12.2j:j: -509-822 T9 -833.628 �3 -1714,247 13 23 2 max 225.881 2 451.018 7 357.191 6 823.967 _j_-Zi034A15 13 1374.523 14 2391.356 7 JT - min -98.215 20 -402-731 13 -63,406 2a -833.628 7 �,3004.933 6 -2341.549 13 25 3 max 223.799 2 450.498 7 357.191 6 823.967 1311200.624 14 150.538 24 26 - min -99.777 20 -403:122 3 -L- �63.406 2a -833.628 7 1-11047.443 8 -397.695 8 27 4 max 221.716 2 449.977 7 357.191 6 823.967 1311989.705 4 2644.794 13 28 mini -1011.3391201-403.512 13 -63.406,23 -833.628 7 1-786.396 221 -3180.991 7 29 5 max1219.634 2 449.456 7 357.191 6 823.967 1314084.097 5 1 5141.587 13 min 1 -102.901 20 -403-903 13 -63.406 -2-3 -831628 7 71013.585 221 -5962.335 7 31 M4 1 max 11 1.0U 16 37.479 3 1161.302 3 1205.87 13 8733.382 22 988.42 14 32 -- min -213.91 -9- 4�355 19 1 699.632 1 2 A21Z-214 aR---14352.0 -,3 -1024.11 -7 33 2 max 109.5 16 36.958 3 1161.302 3 1205.87 13 4406.408 22 847.119 13 �34 - - Min -216.013 3-964 jR -699.63 22 -1214.214 -7169-78 3- -1066,183 7 35 3 max 107.938 _9 16 36.437 3 1161.302 3 1205.87 -M 13 88.441 9 757.976 13 36 rnin -21&095 9 3.574 19-699.63 22 -121 .214 Aa -23,199 17 -1105.037 7 37 4 max 106.376 16,35.917 3 11161.302, 3 1205.87 13 7194.735 3 671.248 13 38 - -rnin -220-178 -9- 3.183 12 22 -1214.214 19,4247.539 22 -1140.67 7 39 5 max,104.814 16 35.396 3 1 1 6' 3021 1161.302 3 1205.87 13114376A.- 3 1 586.934 13 40 min -222.26 _L 2.793 19 2Z -1214.214 19 �8574.512 221 -1173,084 7 41 M5 1 max 857.4 10 34.345 1 3936.157 3936 1 57 15 1014.675 13140186.1... 10 1449.36 13 42 - min - -37.077 15 -82,383 22 3265.974 5 -1049.745 20 48973-1. 16 -1660.917 8 43 2 max 855.317 10 33.825 1 3936.157 _to 15 1014.675 1319987.1... 10 1268.041 13 44 - min -38.639,15 -82.774 2 3265.974 6 0 -1049-745 20 -24629.3..15 -1530.015 1 8 45 1 3 max 853.235 10 33.304, _2 1 9 1 3936.157 151 1014675 3-66.887 24 1089.136 13 46 min -40.201 15 -83:164 22 '3265.974 '9';� ", 10 -1049.745 20 -347.015 -1 47 7 47 4 max 851.152 10 32.783 1 3936.157 15 1014675 1324058.2... 15 1091.319 244 48 - min -41.763 J-5- -83.555 22 -3265o974 -1049.745 20 -20410-6. IQ - 7 ;23 49 5 max 849.07 10 32.263 1 3936.15 _to 15 1014.675 13 49402.0... 15 1411.628 50 - min -43.325 -ja -83,945 2 65.974 in -i nAQ 7A5 120,40609.6.. -1 -1757625 6 6 RISA-3D Version 13.0.1 [T:\ ... X\ ... W installation [2017DIndrio - Antenna Mount.r3d] Page 4 ompany 'Model APX Engineering Group, LLC Designer M. Phillips IIIRISA- Job Number 17-0107.88 Name Inddo -Antenna Mount Analysis Sept28,2017 Checked By:_ Envelope Member Section Forces (Continued) Mp�h�r q.,� AAMnhi I r. � -qh.nrn 1 r. , qhp.rn I r. T��ripflh-lnl I (�. �v Unm I f'. 7� MnmPntnh-inI 1 r. 51 M6 1 maxI 129.7991111292.848 15 276.2 120 1063.007 9 3829.858 11 1686.839 8 min �37.307 -238.245 �10 -354.533 1 1 -1131.f)28 5 71535;86 6 -1670,155 14 53 2 max 138.526 _L6 1 390.215 8 301.977115 1063.007 9 4215.174 10 2891.909 9 L54- I Min -98.644 20 -410.214 14 -527.521_ j 0 -1131,621.115 -2454-728 15 -3040177 15 55 - 3 max 136.444 1 389.695 8 301.977 15 1063.007 9 1093.709 9 1352.865 11 56 min 100.206 2Q -41 U05 14 m527.521 -1131,628 15 �710.091 14: 1041.969 16 57 4 max 134.361 1 389.174 8 301.977 _LO 15 1063.007 9 1280.526 15 2367.277 13 JB 7 - Min - -101.768 2Q -410.995 J4 -527,521 JQ � -1131 M8 j 5 -2309:901 j 0 -2460M9 7 59 1 5 max 132.279 1 388.653 8 301.977 15 1063.007 1 9 13148.153 15, 4613.223 14 60 minl-103.33 20,-411.386, 14 -52T.521 j-Q,A'131�628 Ifi-5572.438 10 -4631.884 T 61 M7 1 max 76.021 10 47.857 7 398.172 4 1838.94 13 -1027.723 22 259.068 3 62 min �59.52 15 -40.826 IZ 10 1.195 22 -1920:612 - -5102.244 -159.62 12 63 2 max 73.938 10 47.337. 7 398.172 4 1838.94 13 -401.868 22 234.87 2 A4 min �61 A2 15 -M.3471,112 101.19524-1192M12 -2639A89 4 -316.44 7 65 3 max 71.856 10 46.8161 7 398.172 4 1838.94 _7- 13 233.618 10 437.093 13 -66 min.-62.643 -41.868 12 10 1 � 195 22 -1920.612 -226.175 ja -607.593' 7 67 - 4 max 69.773 -M 10 46.296 7 398. 172 4. 1838.94 _j_ 13 2287.926 5 685.087 13 68 t64.205 1151-42388 12 ' 101.195 221-1920.612 7 849.842,22 -895.525 7, 69 -min 5 max 67.691 10 45.855 19398.172 4 1838.94 13,4747.977 4747 977 4 935.496 13 70 min -65.767 -42-909 12 101195 22 -'1920.612 7 5 47_ ' 697 11475.697 22 -1180.238 7 71 -- M8 1 max 112.569 _1_5 4 50.957 15 1100.105 15 2131.501 9 6401 - 3.. 116401.3....Jo 797.901 14 �1� in I in -51.458 23 -15.838 20-1335.50 -1723.219 141-13307A -1 3307 _ 9 15, -751.158 7 73 2 max 110.486 4 50.567 15 1100.105 -LO 15 2131.501 9 18141.687 81 41 687 10 589.709 13 min �53,02, ZZ -16.228 120 -1133�� AQ -1723.219 1 504.431 6504 131 -3 15 _675.161 7 -75- 3- max 108.404 -4 50-176 15 1100.105 15 2131.501 9 09 316.093 1 693 3 534.543 24 76 min -64.582 2a -16&19 20 1723.219 14 -130.046 23 -595.943 1 7 77 4 max,106.321 4 149.786 15 1100.105,15, 2131.501 9 7103.414 15 492.83 24 �78 min 756.144 2a -17�009 �2Q-1335ZI)41.LO � t'1723,219 -837T589 ' ' 1 -567,917 11 79 - 5 max 104.239 4 49.396 15 1100.105 15 2131.501 _14 9 13907.1 ... 15 453.532 24 80 min -57.706 23 -17.4 20 .1 3W604 j -1723.219 14 -1 663T2 ... 1 6 -653.432 0 16 81 M9 I max 802.898 13151.784 11 4373.467 22 70821.963 _ 15 0 1 0 1 min -1731.211 -5692.33 �L60093.42 11, 0 1 0 1'� 83 2 max 802.898 _.L 13 145.444,11 _�j_ 4351.027 _j_ 22 70821.963 15139260.2... 2211587.423 3 -84 r7fin -896-793 7 -179.55 -5672.9 -60093.42 111-51143,5.. .3 _1 1337.527 11 85 3 max 485.182 13,-254.358 -3- 15 956.333 15 542.444 21129228.17 10 -548.441 15 La6- Innin -1316.022 7 1-594.942 11 -777.266,10 -8951'.752 3 -34965.6.,.15 -286917T, T 87 4 max 485.182 13 -249.045 24975.772 15 542.444 21 22131.8 ... 110 -2262.803 24 88 min A883*30 7 -452.196 '6 -1127.13 11 -8951 �752 3-26271.1..15 _3609.482, �5 89 - 5 max 255.427 13 -253.8 24595.276 15 0 1 0 1 0 1 '90 w Min -1883.36 -404.752 2a4146.574 1_1 0 0 0 1 91 M10 1 max492.118 _L 11 -326.869 15 6694.177 3 79203.25 __L 15 0 -L 1 0 1 92 T- ----7 min 7373-09 15:--439359 11 -5115,156 22 -68604.676 11 0 0 1 93 2 max9O6.664 11 -71.305 23 131.417 3 -2313.818 21 13026.4... -L 15 132.703 23 '94 mint -25.53 ja -317-188 341885 221 -7727.-187 1 -127113.211 -2647.693 3 95 3 maxlg06.664 111-75.267 23 147.616 3 -2313.818 21 13986.8... 15 845.538 11 1196 mim,'-25.53" .15 -322.471 3 -62.,585 22 �77271 87 �f -12940.48 11 200A 82 15" 97 4 max 1366.524 11 -275.342 15 902.99 3 0 1 502.99 21 -2079.926 15 98 min 333.8 -462.922 25 -58.966 21 0 1 -6833.1 -3495.031 25 99 5 max 1366.524 _M 11 -279.305 15919.189 3 0 1 0 _2_ 1 0 1 -7R-nMl�-M-469.0862ja-75.165 21, 01 1 a 1 0 1 101 Mil I max 825.192 14 17.18 25 0 1 0 1 0 1 0 1 102 min -815.708 7 11.044.23 0 i �O 103, 2 max 825.192 14 8.59 25 0 -L 1 0 1 0 -L 1 -175.711 23 114 min '41-5.7-08 - 7 5-522 23 1 0 1 0 1 -273.328 25 1051 3 max 825.192 14 0 1 0 1 0 1 0 - 1 -234.281 23 '106 min -815.708 7 0 1 10%, I'j 0 1 -364.437 25 1071 1 A - 825.192 14 -5.522 15 o -175.711 23 RISA-3D Version 13.0.1 IT:\ ... \ ... \ ... \ ... \3C installation [2017]\Inddo -Antenna Mount.r3d] Page 5 N ompany APX Engineering Group, LLC Sept28,2017 Designer M. Phillips Job Number 17-0107.88 Checked By:_ 111RI-S A Codel Name Indrio -Antenna Mount Analysis Envelope Member Section Forces (Continued) Mp.mhp.r Rpe. A.inlnhl lr.�.qh�.rn 1('.,qh ... n 1 r. T�r� ... Hh.W 1 r- . RA�� I r , RA�m.Mrf�W 10 108 min -815.708 7 -8.59 25 0 -1 0 1 0 1 1 -273.328 25 109 5 max 825.192 141-11.044 15 0 1 0 1 0 1 0 1 110 min -815.708 7_ -17,18 25 0 0 0 1 0 1 111 M12 1 max 834.134 14 17.18 25 0 -L 1 0 -L 1 0 1 0 1 ,112 --1 1 y1m -937.036 9 11.044 0 0% 0 0 1 113 2 max 834.134 14 8.59 -L5-, 25 0 -1- 1 0 -L 1 0 1 -175.711 16 '114 - min -937-036 5.522 0 0 0 1 -273.328 25 115 3 max 834.134 -13- 14 0 1 0 -1 0 1 0 1 -234.281 15 116, min -937.036 g 1 0 1 0 1 0 1 -364.437 25 1171 1 4 max 834.134 14 -5.522 23 0 1 0 1 0 1 1 -175.711 15 118 min,-937-036, 9 1 -8.59 25 0 1 1 0 0 1 -273.328 25 119 5 max1834.134 141-11.044 23 0 1 1 0 -1 1 0 1 0 1 120 min -937.036 _a_ -17.18 25 0 1 1 0 0 1 �O 1 121 M13 1 max -66.516 15 490.135 25 6705.6871 3 28290.136 3 64336.4... 10 6116.13 25 122 - min -726.145 J-1 308.058 24 -5163.4651,10 -18715.109 22 �82723.4. r3- 3882.469 L-20 123 2 max -68.077 15 490.135 25 6705.687 3 28290.136 3 33355.6... 10 3175.322 25 124 - min -728.227 _LI 308,058 Z4 Z163.465 101-187115-109 22 -,42489.1 . 3 20,17.632 19 125 3 max -69.639 15 490.135 25 6705.687 3 28290.136 3 12394.43 11 319.259 11 126 min -730:31 11 308-.0582A,5163.46 -187115JO9 22 l235T8661 15, -&049 15 127. 4 max -71.201 15 490.135 25 6705.687 _10 3 28290.136 3 37978.8... 3 -1586.693 23 128 min, -732.392,11,308.058 24 -5163-46 -18715.109 22 -2860T9 22 -2Z06,293 25 129 5 max -72.763 15 490.135 25 6705.687 -1-0 3 28290.136 3 78213.0... 3 -3439.667 23 130 min -734.475 11 308.058,24 -5163.465 10 -187115JO9 22 -59586.6..Io �5647.1 25 131 M14 - 1 max 297.434 11 531.267 25 -73.807 21 22264.67 3 7727.187 1 6344,294 25 132 - min 2.158 -1-5 339.148 20 -640.407 , 1 -13409.942 2313.818 21 4048363 20 133 2 max 295.351 11 531.267 25 -73.8071211 22264.67 _22 3 4404.711 12 3156.692 25 134 - min .596 J-5- 339� 148 20 m640.407, -13409.942 22 688.888 15 2013.476 20 135 3 max 293.269 11 531.267 25 -73.807 _L 21 22264.67 1 3 1861.199 11 1.901 15 11361 min -.966 '16 7L3.159 11 37 4 max 291.186 -15339�1482Q7640&407_L-13409.9422Z-1832.7 11,531.267 25 -73.807 21 22264.67 3 1088.328 22 -2056.3 20 138 min, -2.528 15 339.148 20 -640.41 '-5352.381 L 25 139 5 max 289.104 11 531.267 25 -73.807 21 22264.67 3 - 542.444 _3 21 -4091.187 20 140 - min -4.09 j 5 339.148 20 -640-407 -13409.942 22 -8951.752 -6406,117 25 141 M15 1 max 0 1 .012 2 .156 _L 3 0 1 0 _3 1 0 1 142 min 0 1 -.025 7 �253 111 0 0 1 0 1 143 2 max -7.396 22 .012 2 .156 3 0 -L 1 2.805 3 .449 7 144 - min -11.505 25 -.025 17 -.253 Ill 0 1 -4.55 11 -.22 2 145 1 3 max -146.816 23568.171 19 549.285 4 1 2438.382 22 5.022 15 -847.208 16 1461 - min -228.385 25,568.292 13 -551-859 UO -24 .701 j-6 -2Z056 11 -1317.612 1471 max 11.505 25 .011 7 .194 11 0 1 2.18 3 .206 7 min 7,396 2a -.007 ' 2, -.121 3 0 -3,491 11 -.'129 2 149 5 max 0 1 .011 7 .194 11 0 -L 1 0 1 1 1 150 Min 0 -007 -2, -.1211 0 1 0 1 -0 0 1 151 M16 1 max 0 -L 1 .087 10 .357 -3 3 0 1 1 0 1 0 1 152 - nrim 0 1 -.055 -404,11 0 0 1 153 2 max -7.396 14 .087 -2- 1110 .357 1 3 0 6.426 3 .991 2 ,154 - min -11.505 25 -.055 -.404 � 1 1 0 1 -7.274 -1.559 10 155 3 maxi-52.682 141416.326 -2- 7 278.926 4 0 1 12.852 -LIL 3 1.982 2 156 min -81,95 25 -416.232 1 -279.613 0 1 -14,54911 -3.119 10 1571 4 max 11.505 25 .045 2 .305 �Lo 11 1 4.86 3 .801 1 2 158 - min 7.396 14 -.065 10 -.27 �3- 0 -5.496 11 -4.117 10 159 5 max 0 1 .045 -2 .305 11 0- -L 0 0 1 160 --Min 0, -1,-.065 J-0 -.27 0 -L 1 0 1 161 M17 1 max 0 1 .076 7 .243 3 0- 91 1 0 1 '162 min 0 _L --08 1 1 --.356 11 -L' 1 1 1 0 1 163 2 max -7 116 1 - 76 17 .243 3 1 1 4.37 3 1.463 1 Imin! _.08, -0- -L .41 11 -1 176 7 RISA-3D Version 13.0.1 [T:\ ... \ ... \ ... \ ... W installation [2017]\Inddo - Antenna Mount.r3d] Page 6 Company APX En,inoerin, Group, LLC Designer M. Phillips Job Number 17-0107.88 R11SA Model Name Indrio -Antenna Mount Analysis Envelope Member Section Forces (Continued) Sept28,2017 Checked By:_ Member Sac Axiainbl LC v ShearILIC z Shearn ... LC Torauenb-inl LC v-v Mom.. LC z-z Moment[lb-lnl LC 165 3 maxj -98.22 1151502.325 7 419.75614 1 1239.679 22 207.693 25 -401.357 13 166 min -.152.7911251-502.363 1 -421.7791101 -1304-454 L16 114.829 22 -637.414 25 167 4 max 11.505 25 .064 1 .27 111 0 1 3.343 3 1.159 1 '168 min 7.396 2a --063 -.186 - 0- � -4.866, 111 -11A32� 7 169 5 max 0 1 M4 -�L 1 .27 -3- 11 0 -1 1 0 1 0 1 -170 0 1 -.063 -.186 0, �1 0 0 11- 171 M18 -min 1 max 85.281 19 -44.84 _7 13 141.288 -3 22 0 1 .053 -L 2 .03 23 ,172 min -85.297 1 - 4 -141.278 0 , -,076 j 5 -M7 112� 173 1 2 max 85.281 19 -44.84 13 141.288 _4_ 22 0 _L, 1 1317.861 221 159.393 25 1741 min A.5.297 1 -70.841 251-141.278 4 0 11 j 7 106.889 113- 175 3 max 85.281 1191 -44.84 131141.288 22 0 _j 1 --317. - 635.759 _4_ 22 318.785 25 1713 min -85.297 1 -70,841 25 -141.278 1 4 01 1 -- -6X813 4 201,779 13 177 4 max 85.281 19 -44.84 13 141.288122 0 1 953.65622 478.177 25 AM min r85.29T -70.841 25 -141.278 -953-689 4 302.669 13 179 5 max 85.281 -L 19 -44.84 13 141.288 _A_ 22 0 _t 1 1271.554 T2 637.57 25 In min �85.297 1 -70.841 25 -141-.278 4 0 1 -1271.566 4 403,558 13 181 M19 I max 141.113 16-41.124 22 85.267 7 -403.547 13 1271.651 10 .043 26 min -141.113 10 -70:852 25 -85.265 1, -637:56 2511271,. 4 -.061 1 15, 183 1 2 max,141.113 16-41.124 22 85.267 T -403.547 13 1263.616 10 53.126 25 184 min-14111311101-70.852 25 -85.265 -637.56 25 -1279.831 4 30.866 22 185 3 max 141.113 161-41.124,22 85.267. -L 7 403.547 13 1255.581 10 106.264 25 a�6� % Min -141.113, 10 -70.852125 -85.265 1 -63756 2fj-1288.08 4 1 09 22 187 4 max 141.113 16 -41.124 22 85.267 7 -401547 13 1247.546 10 159.403 25 ,188 Min A411.113 -70,852 25 -85165 -637.56 25-1296.34 4 22 -1-8-9 5-- max 141.113 -M 16 41.124 22 85.267 -L 7 -403.547 13 1239.511 10 212.542 25 min -,141.1-13 -tO 1A852 25 -85165 MT56 25 -1304.602 4 123.395' 1 22 191 M20 1 max 85.281 7 -45.54 22141.284 -L 101 0 1 1 .059 14 .002 7 192 mini-85.2811 ja -70.84 Z5 -141.291 j6 0-" 1 -.076, 15 8 193, 2 max 185.281 7 45.54 22141.284 10 0 1 317.88 22 159.391 25 �J� - mini-85.281. 13 -M84 25 -141.291 jj -317-862 102,465 16 195 3 max 85.281 7 1 -45.54 22141.284 10 0 -L 1 635.759 -M 10 318.781 25 min A5281 131 -70A4 25 -141.291 0 M635:766 11 204M 22, 197 4 max 85.281 7 1 -45.54 22 141.284 _M'% 10 0 -L 1 953.647 10 478.17 25 198 - min 5.281 13 -70.84 2_5 A41291 16 0' 1 -953.67 116, 307.394 22 199 5 max 85.281 7 -45.54 22 141.284 10 0 1 1271.534 10 637.56 25 200 - min,-85.2811 13 -10.84 �25 -141.291 16, 0 -1271-5 16 409,858 22 201 M21 1 max 141.113 16 -42.379 122 85.277 7 -409.86 _I 22 1271.534 10 .004 12 202, Min'711400626 10 -70.839125 -85.277 13 � -637.56 25-1271. 16 9�' 203 2 max 141.113 16 -42.379 22 85.277 7 -409.86 22 1255.379 22 106.26 25, 204 min -140.625 1 -70:839 25 -85,277 -637.56 25-1288.76 61 68 5 22 205 3 max 141.113 16 75.599 25 85.277 -L3 7 680.4 25 1239.243 _L6 22 226.799 25 206 -140.625 101-60.892 6 -85.217 13 % 437.4 22 �1 306.00 22 207 -min 4 max 129.883 10 75.599 25 67.195 13 680.4 25 1153.586, -M 4 113.4 25 208 min -129-883 45.691 22 -67A95 437A 22-1184.33 10 68.539 22 209 5 max 129.883 -4- 10 75.599 25 67.195 -L 13 680.4 25 1169.462 4 .007 10 2a min, �129.883 '4 45M1 T2 -67.195 43Y7.4 :��2 1 9 _ 1 1169.41622 -.004 13 211 M22 1 1 max 67.2 7 -48.6 116 129.924 -7 22 0 1 .086 R292.399 9 0 9 '212 min -67.2 1 -75.6 125 -129-921 4 10 -. 2 3 -.001 24 213 - 2 max 67.2 -7 -48.6 116 129.924 22 0 -L 1 22 170.1 25 L214- min -67.2 ' 1- -75,6 25 -129.921 01 -292.433 169349 22 215 - 3 max 67.2 7 -48.6 16129.92 _L 2 _1_ 1 584.728 _4_ 2 34 5 216 min -67.2 -75.6 25 -129-921 4 0 f -584.755 4 218.699 22 217 - 4 max 67.2 _L 7 -48.6 16 129.924 22 0 1 877 ' 05622 510.3 25 min -67.2 1 -75.6 Z5 -129.921 0 :§ff QZZ 4 328.05 22 219 5 max 67.2 7 -48.6 16 129.92422 0 LL 1169-385 680.4 25 '220 lmin'77 �72 -A- -75.6 25 -129.921 4 -1 � 1169.399 43 - 22 RISA-3D Version 13.0.1 [T:\ ... \...\3C installation [2017]\Inddo -Antenna Mount.r3d] Page 7 ompany APX Engineering Group, LLC Designer M. Phillips Jo IIIRZISA' b Number 17-0107.88 1 Model Name Indrio -Antenna Mount Analysis Sept28,2017 Cherked By:_ Envelope Joint Reactions WM V nki I V TIM 1 7 nki I r1k ;-1 rik :.I I � RA� k 1-1 1 1 N18 max -333.844 15 466.659 25 -113.239 21 0 1 0 1 0 1 2 - min -1366.524 11 278.842 15 J52.044 4 0 1 0 1 0 1 3 N17 max 1883.36 7 407 25 1224.784 11 0 1 0 1 0 1 4 rniin �255427 13 253.548 24 �685.27 '15 0 '0' 1 0 5 N25 max 599.528 9 16.724 25 725.642 9 0 -.1- 1 0 1 0 -�L 1 6 — min -657.931 j-4- -7.955 -521.712 0 0 �L 0 1 7 N26 max 584.476 7 28.817 _a 8 651.002 -14- 14 0 -1- 1 0 1 0 1 8 min -530.083 13 -U01 24 -569.109 71 0 0 9 Totals: n-I x ll' 20 255 2 lg� 'IL4 21 —1 -1- 10 1 I m., �111,1,.011 19 00� 9 . g0l:4 85988 1� 11�5 5119126 RISA-3D Version 13.0.1 [T:\ ... \ ... \ ... \ ... \3C installation [2017DIndrio - Antenna Mount.r3d] Page 8 aw September 28, 2017 NOV 1 5 2017 BY: ....................... Dennis Demarco MasTec Network Solutions, LLC SCANNED 6100 Broken Sound Parkway, Suite 6 BY Boca Raton, FL 33487 St. Lucie County Subject: Structural Analysis - Existing Tower Carrier Designation: AT&T Site: Indrio [FA# 10016806] A a ENGINEERING GROUP APX Project: 17-0107.88 Site Information: 6189 N Federal Highway Fort Pierce, Saint Lucie County, FIL 34946 Latitude 27.5463330 N, Longitude 80.3685830 W 480-Foot Guyed Tower Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject tower is able to adequately support certain proposed additional loads. It is our understanding that AT&T, who has retained MasTec Network Solutions, LLC (MNS), desires to install new telecommunication equipment on the subject tower. This analysis was based on the supporting information listed in Table 3. Our services were performed in accordance with the terms and conditions of the master services agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned tower to support the loading indicated in Table 2. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 160 mph with no ice using tnxTower structural software. Based on our analysis, subject to the assumptions noted, it is our opinion that the tower superstructure and foundation system will support the proposed loading without further modification. I Tower: Pass at 100.0%, Foundation: Pass at 87.9% 11 This report has been prepared for the purpose of providing a structural evaluation of the subject tower for the loading conditions indicated. It is intended for the exclusive use'of AT&T and MNS. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX We appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If we can be of any further assistance, please do not hesitate to contact us. %015111111918,9 ��VL A. 00 Sincerely, 0 No APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 F LE C U10' PY S 0 R I fAL VICIL51W ATU: Indrio [FA# 10016806] Structural Analysis Report Table of Contents 1.0 Introduction 2.0 Analysis Criteria Table 1—Analysis Criteria Table 2—Appurtenance Loading 3.0 Analysis Procedures Table 3—Supporting Information 3.1 Analysis Methods 3.2 Analysis Assumptions& Limitations 4.0 Analysis Results Table 4.1 —Tower Component Results Table 4.2—Foundation Component Results Appendix A tnxTower Output APX Engineering Group, LLC� AT&T: Inddo [FA# 100168061 Structural Analysis Report 1.0 Introduction The subject tower is an existing 480'guyed tower. 2.0 Analysis Criteria The tower was analyzed in accordance with the criteria indicated in Table I for the proposed and existing/reserved antennas, transmission lines, and mountings shown in Table 2. Table 1: Analysis Criteria Criterion Building Code Description Florida Building Code, 5th Edition (2014) Standard - Loads TIA-222-G, Structural Standard for Antenna Supporting Structures and Antennas(FB 3108.1) Risk Category 11 Ultimate Wind Speed 160 mph, 3-Second Gust (FBC Figure 1609A) Nominal Wind Speed 124 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class 11 (1 = 1.0) Radial Ice Thickness No Ice To po. Category 1 Crest Height Zero Feet Table 2: Aoourtenance Loadina Elev. (Feet) 480 Carrier Qty- 1 Appurtenance Flash Beacon Mount Top Feedlines (1) 5/8" 442 Unknown 1 Andrew DB224-E Standoff (1) 7/8" 441.5 Unknown 1 10'Dipole Leg 1 (1)7/8" 1 425 Calvary Chapel I ERI 10OA-4F-HW Leg (1)7/8" 422.5 Unknown 1 10'Dipole Leg 410 Unknown 1 10'Omni Standoff (1)1-5/8" 406 Unknown 1 10'Dipole Leg 375 Calvary Chapel 1 Kathrein/Scala CL-FMRX Leg (1)7/8" 373 Unknown 1 18'Dipole Standoff (1)7/8" 370.5 Unknown 1 20'Dipole Standoff (1) 7/8" APX Engineering Group, LLC AT&T: Inddo [FA# 100168061 Structural Analysis Report 356 Unknown 1 4'Omni Standoff (1) 7/8" 350 FBI 2 Andrew DB224C Standoff (2)7/8" 350 Unknown 1 12'Omni Standoff (1) 1-5/8" 337 Unknown 1 12'Omni Standoff 287.5 Unknown 2 6' Yagi Leg (1)1/2" 242 1 Marker Light Leg (1) 5/8" 230 Verizon 3 CSS X7-665 Frame (18) 1-5/8" 6 CSS AXPI 9-60-2 215 T-Mobile 3 RFS APXV1 8-206517S Frame (12) 1-5/8" (1) 1-1/4" 6 RFSAPX17DW-17DWVS 6 RFS ATMAP1 412D-1 A20 1 — Raycap RNSNDC-7771-PF-48 3 Nokia FRIG (RRU) 3 Nokia FXFB (RRU) 208 AT&T 9 CommScope SBNHH-1D85B Frame (12) 1-5/8" (6) 7/8" (3)318" 6 Ericsson RRUS-32 3 Ericsson RRUS-1 1 1 DC6-48-60-18-8C 1 DC648-60-18-8C 1 DC648-60-18-8F 175 Sprint 3 RFS APXV9ERR18-C Frame (3) 39mm 9 RFS ACU-A20-N 12 Ericsson RRU-1 1 3 Ericsson RRU A2 3 RIPS IBC1 900HG-1 (combiner) 3 Ericsson 800 ESIVIR (filter) 116.5 Unknown 1 3'Yagi Standoff (1) 3/8" 104.5 Unknown 1 Andrew GP6F-21A (dish) Leg (1)1/4" 97.5 Unknown 1 Andrew GP6F-211A (dish) Leg (1)1/2" APX Engineering Group, LLC AT&T: Indric, [FA# 10016806] Structural Analysis Report Legend: Proposed Appurtenances (Bold) Existing Appurtenances (Regular) FuturelReserved Appurtenances (italic) 3.0 Analysis Procedures This analysis is based on published catalog information, the supporting information listed in Table 3, and appurtenance information provided by AT&T. Table 3: Supporting Information Date June 20, 2017 Description Radio Frequency Data Sheet (RFDS) By AT&T May 11, 2016 Tower Analysis CALTROP Corporation April 3, 2014 RFDS Verizon February 22, 2013 Tower Modification CALTROP Corporation January 7, 2013 Tower Analysis CALTROP Corporation November 21, 2012 RFDS Sprint September 25, 2012 RFDS AT&T July 23, 2012 Tower Mappin 9 Tower Engineering Professionals, Inc. June 26, 2012 RFDS T-Mobile June 12, 2012 Preliminary Construction Drawings Foresite Group, Inc. (for Verizonj April 23, 2012 Site Visit Investigation CALTROP Corporation April 2, 2009 Tower and Foundation Analysis MACTEC Engineering and Consulting, Inc. March 26, 2009 Geotechnical Report FDH Engineering, Inc. March 5, 2009 Foundation Mapping FDH Engineering, Inc. August23,2002 Tower Modification Design KCI Technologies, Inc. May 6, 1998 Tower Design Pirod, Inc. 3.1 Analysis Methods The tower superstructure analysis was performed with the use of tnxTower, a commercially available software program designed for the analysis of telecommunications towers. The program was used to create a three-dimensional mathematical model of the tower and to calculate member stresses under the appropriate dead, live, and wind loads. Loads were computed in accordance with applicable portions of the TIA-222-G standard. Selected output from the analysis is included in Appendix A. A separate analysis of the tower foundation system was performed by comparing the factored reactions from the tnxTower superstructure analysis to the foundation capacities indicated in the previous analysis by CALTROP Corporation dated February 22, 2013. APX Engineering Group, LLC M AT&T: Indrio [FA# 100168061 Structural Analysis Report 3.2 Analysis Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All tower components are assumed to be in adequate condition to carry their full design capacity. 3. Limitations for antenna twist, tilt, roll, or lateral translation are not considered in this analysis, since the effects of these factors on structural tower performance are typically negligible. 4. The configuration of equipmentlappurtenances is assumed to be as specified in this report. 5. Emergency/essential communication equipment is not located on the tower. 6. This analysis does not consider the capacity of the antenna support systems. 7. The aforementioned tower and foundation modification design by CALTROP Corporation has been fully implemented. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. 4.0 Analysis Results The following tables summarize analysis results for the tower superstructure and foundation system. Table 4.1: Tower Component Results Component Legs Utilization (%) 94.5 Pass Diagonals 100.0 Pass Horizontals 51.8 Pass Girts 88.4 Pass Guys 80.9 Pass Guy Pull -Offs 30.8 Pass Torque Arms 20.7 Pass Bolts 88.9 *Note: Existing structural component utilization/stress ratios up to 105% are considered acceptable 384 kips 456 kips 1 84.2 1 Pass Guy Anchor Uplift fp.'f�ra'l) 1 169 kips 196 kips 86.2 Pass -Y ��11W& W�l 1 116 kips 132 kips 87.9 Pass *Note: Existing structural component utilization/stress ratios up to 105% are APX Engineering G _A= roup, LLC AT&T: Inddo [FA# 10016806] Appendix A Structural Analysis Report 1. T6werlhput Data — - I The main tower is a 3x guyed tower with an overall height of 480.00 It above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and tapered at the base. An index plate is provided at the 3 sided -tower connection. There is a 3 sided latticed pole with a face width of 2.00 ft. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Saint Lucie County, Florida. Basic wind speed of 124 mph. Structure Class 111. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member design is 1. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. I - I - '_�, Option�; I Consider Moments - Legs Considecr Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Ahways Use M� Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Am At Top Of Section Secondary Horizontal Braces Leg Use Dimond bmff Bracing (4 Sided) Add IBC .61>+W Conalmoation Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Am of Appurt. Autocale Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Use TIA-222-G Tension Splice Capacity Exemption Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules q Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation 4 Consider Feedline Torque Include Angle Block Shear Check Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets APX Engineering Group, LLC M ATU: Inddo [FA# 10016806] Wind 180 Wind 90 Leg C co, Comer & Starmount Guyed Towe Structural Analysis Report APX Engineering Group, LLC m ATU: Indrio [FA# 10016806] T 10 N-/"N Wind 180 F- Guy C Face Guyed Structural Analysis Report 3 Sided Lafficed Pole Sbction Geometry Tower Tower Assembly Description Section Nitimber section Section Elevation Database Width Of Length Sections Ll 480.00A60.00 2.00 1 20.00 L2 460.00-440.00 2.00 1 20.00 U 440.00A20.00 2.00 1 20.00 LA 420.00400.00 2.00 1 20.00 1 3 Sided Latticedftle- Section Gdometry (contd) - -1 Tower Tower Diagonal Bracing Has Has; Top Girt Bottom Girt Section Elevation Spacing 7�pe K Brace Horizontals Offset Offset End ft Panels in in LI 480.00-460.00 1.65 X Bme No NO 1.5000 1.5000 L2 460.00-440.00 1.65 X Bnice No Yes 1.5000 1.5000 U 440.00-420.00 1.65 X Bme No NO 1.5000 1.5000 L4 420.00-400.00 1.65 X Brace No No 1.5000 1.5000 APX Engineedng Group, LLG AT&T: Indrio [FA# 10016806] Structural Analysis Report -3 Slded,Laftided Me S�6016n Geomeftyfcontd)- Tower Leg Leg Leg Diagonal Diagonal Diagonal Elinmtran Typ a Size Grade 1�pe size Grade /I T1 480.00460.00 Solid Round 11/2 A572-50 Solid Round 1/2 A36 (50 ksi) (36 ksi) L2 460.00440.00 Arbibary Shape 2SR +Half 2XX Pipe A572-50 Arbitzary 0.5625SR + 0.75SR A36 (50 ksi) Shape (36 ksi) U 440.00-420.00 Arbitrary Shape 2SR + Half 2STD Pipe A572-50 Solid Round 9/16 A36 (50 ksi) (36 ksi) LA 420.00-400.00 Solid Romd 21/2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) 0-1d SC -1 Sided Ldttid6d P' 36tiotrGebrii0by (c6pt'O), Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Gin Elevation Type Size Grade 7�pe Size Grade ft 171480.00-460.00 Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) L2 460.00-440.00 Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 (50 lai) (50 ksi) U 440.00-420.00 Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) LA 420.00-400.00 Solid Romd 3/4 A572-50 Solid Rowd 7/8 A572-50 (50 ksi) (50 ksi) -�3 siddd L;Mtide'd P OWe S66tiori Ge6m6tty (ddfit'd) Horizontal Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Elevation Of 7�pe Size Grade 7�pe Size Grade Mid Girls Ll 480.00-460.00 1 Solid Rowd 3/4 A572-50 Solid Round A572-50 (50 ksf) (50 ksi) L2 460.004Q.00 1 Solid Round 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) U 440.00-420.00 1 Solid Rotund 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) LA 420.00-400.00 1 Solid Round 3/4 A572-50 Solid Roural A572-50 (50 ksi) (50 ksi) 3 Sided Lafti6ed Pole Section Ge6ibetry (dohtld), Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elizmdon Homomal 7)pe Size Horizontal 7�pe Grade Grade E460.00-440.00 SolidRo=d 3/4 A572-50 Solid Round A36 (50 ksi) (36 ksi) APX Engineering Group, LLC� ATU: Indrio JFA# 10016806] Structural Analysis Report 3 Sided Lafficed Pole Section Gebmetry (cont'd) - - I DoubleAngle Tower Gusset Gusset Gusset Grade Adjust Factor Adjust. WeightMult, DoubleAngle Elevation Area Thiclazess Af Factor Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Diagonals Horizontals ft it, in in in Ll 480.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 460.00 (36 ksi) L2 460.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 440.00 (36 ksi) U 440.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 420.00 (36 ksi) [A 420.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 400.00 (36 W) 3 Sided Laffic6dPole Section Geometry (cont'd) K Factors' Tower Call: Cale Legs x K single Girls Hart,. sec. Inner Elevation K K Brace Brace Diags Hark. Brace Single Solid Diags Diags Angles Rounds x x x x x x x Y Y Y Y Y Y Y Ll 480.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 460.00 0.7 0.7 0.7 0.7 0.7 0.7 1 L2 460.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 440.00 0.7 0.7 0.7 0.7 0.7 0.7 1 U 440.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 420.00 0.7 0.7 0.7 0.7 0.7 0.7 1 L4 420.00- No NO 1 0.7 0.7 0.7 0.7 0.7 0.7 1 400.00 0.7 0.7 0.7 0.7 0.7 0.7 1 'Note: Kfactors; are applied to member segment lengths. K-braces without innersupporting members will have the Kfactor in the direction applied to the overall length. 1 3 Sided Latticed Pole Section'Geometry (contid) i Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Longliorizontat Short Horizzontal Net Width U Net Width U Net Width U Net U Nei U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in Ll 480.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 460.00 L2 460.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 035 440.00 L3 440.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 035 0.0000 0.75 0.0000 0.75 0.0000 035 420.00 L4 420.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 035 0.0000 0.75 0.0000 0.75 0.0000 035 400.00 1 1 1 1 1 1 1 1 3 Sided Latticed Pole Section Geometry (contd) 'I APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Tower Elevation ft Leg Connection 7�pc Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in Ll 480.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 460.00 A325X A325N A325N A325N A325N A325N A325N L2 460.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 440.00 A325X A325N A325N A325N A325N A325N A325N U 440.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 420.00 A325N A325N A325N A325N A325N A325N A325N LA 420.00- Flange 0.7500 0 0.6250 0 0.6250 0 0.6250 0 0.62SO 0 0.6250 0 0.6250 0 400.00 A325N A325N A325N A325N A325N A325N A325N T6Wer$ edtibn Gdoffietry Tower Tower Assembly Description Section Number Section Section Elevation Database Width Of Length Sections T1 400.00-380.00 4.00 1 20.00 T2-T6 380.00-280.00 4.00 5 20.00 V-Tlo 280.00-200.00 4.00 4 20.00 Tll 200.00-192.50 4.00 1 7.50 T12 192.50-180.00 4.00 1 12.50 T13 180.00-160.00 4.00 1 20.00 T14-T20 160.00-20.00 4.00 7 20.00 T21 20.00-4.67 4.00 1 15.33 T22 4.67-0.00 4.00 1 4.67 Towet'Sedti6n Geometry (contd). Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Eftwarion Spacing 7�pe K Brace Horizontals Offset Offset End ft Panels in in TI 400.00-380.00 2.33 X Brace No No 4.0000 12.0000 12-T6 380.00-280.00 2.33 X Brace No No 4.0000 12.0000 T7-TIO 280.00-200.00 2.33 X Brace No No 4.0000 12.0000 Tll 200.00-192.50 2.39 X Brace No Yes 4.0000 0.0000 T12 192.50-180.00 2.30 X Brace No Yes 0.0000 12.0000 T13 180.00-160.00 2.33 X Brace, No No 4.0000 12.0000 T14-T20 160.00-20.00 2.33 X Brace No No 4.0000 12.0000 721 20.00-4.67 2.33 X Brace No No 4.0000 12.0000 T22 4.67-0.00 1.11 X Brace No No 4.0000 12.0000 Tdwer-SedfionQebmetry,(cdhtd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation 7.�pe size Grade 7�pe Size Grade ft T1400.00-380.00 SolidRound 21/4 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T2-T6 Solid Rovind 2 A572-50 Solid Round 3/4 A36 380.00-280.00 (50 ksi) (36 ksi) 17-TIO Solid Round 21/4 A572-50 Solid Round 3/4 A36 280.00-200.00 (50 ksi) (36 Itsi) APX Engineering Group, LLCI= AT&T: Indrio [FA# 10016806] Structural Analysis Reporl Tower Leg Leg Leg Diagonal Diagonal Diagonal Elewition 7�pe Size Grade 7�pe Size Grade ft TI 1200.00- Solid Romd 21/4 A572-50 Solid Round 3/4 A36 192.50 (50 ksi) (36 ksi) T12 192.50- Solid Round 21/4 A572-50 Solid Round 3/4 A36 180.00 (50 ksi) (36 ksi) T13 180.00- Solid Romd 21/2 A572-50 Solid Romd 3/4 A36 160.00 (50 ksi) (36 ksi) T14-T20 Solid Round 2 V2 A572-50 Solid Round 3/4 A36 160.00-20.00 (50 ksi) (36 ksi) T'21 20.00-4.67 Solid Round 2 M2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T22 4.67-0.00 Solid Round 21/2 A572-50 Solid Ro=d 3/4 A36 (50 ksi) (36 ksi) Tower Sedtibn GeorTietry (contd) Bottom Girt Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Elevation 7�pe Size Grade 7�pe Size Grade ft TI 400.00-380.00 Solid Romd I A572-50 Solid Round I A572-50 (50 ksi) (50 ksi) 72-T6 Solid Romd 1 A572-50 Solid Rowd I A572-50 380.00-280.00 (50 ksi) (50 ksi) T7-TlO Solid Round I A572-50 Solid Round I A572-50 280.00-200.00 (50 ksi) (50 ksi) TI 1200.00- Solid Romd I A572-50 Solid Round A572-50 192.50 (50 ksi) (50 ksi) T12 192.50- Solid Round A572-50 Solid Round I A572-50 180.00 (50 ksi) (50 ksi) T13 180.00- Solid Romd I A572-50 Solid Round I A572-50 160.00 (50 ksi) (50 ksi) T14-T20 Solid Round I A572-50 Solid Round I A572-50 160.00-20.00 (50 ksi) (50 ksi) T21 20.00-4.67 Solid Round I A572-50 Solid Round I A572-50 (50 ksi) (50 ksi) M 4.67-0.00 Solid Round I A572-50 Solid Round I A572-50 (50 ksi) (50 ksi) I -' Tower Section Geometry (contd) j Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation Of 4pe Size Grade Typ e Size Grade Mid TI 400.00-380.00 1 Solid Round I A572-50 Solid Romd A572-50 (50 ksf) (50 ksi) 'I2-T6 I Solid Round I A572-50 Solid Round A572-50 380.00-280.00 (50 ksi) (50 ksx) 77-TIO I Solid Round I A572-50 Solid Round A572-50 280.00-200.00 (50 ksi) (50 ksi) T12 192.50- None Solid Round A572-50 Solid Round 314 A572-50 I I Tower Section Geometry (contd) — I APX Engineering Group, LLC M ATU: Indrio [FA# 100168061 Structural Analysis Report Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Harizzontal 7�pe Grade Grade ft TI 400.00-380.00 Solid Round A572-50 Solid Round 3/4 A36 (50 w) (36 ksi) 12-T6 Solid Round A572-50 Solid Round 3/4 A36 380.00-280.00 (50 ksi) (36 ksi) T7-TlO Solid Round A572-50 Solid Round 3/4 A36 280.00-200.00 (50 ksi) (36 ksi) T1 1200.00- Solid Round 3/4 A572-50 Solid Round 3/4 A36 192.50 (50 ksi) (36 ksi) T12 192.50- Solid Round A572-50 Solid Round 3/4 A36 180.00 (50 ksi) (36 ksi) T13 180.00- Solid Round A572-50 Solid Round 3/4 A36 160.00 (50 ksi) (36 ksi) T14-T20 Solid Round A572-50 Solid Pound 314 A36 160.00-20.00 (50 ksi) (36 ksi) M 20.00-4.67 Solid Round A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T22 4.67-0.00 Solid Round A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) I ,,, Towet Sectidn Geom-eby(c6ntd) Tower Gtisset CWset Gusset Grade Adjust Factor Adjust WeightMult. DoubleAngle DoubleAngle Elei,ation Area Thiclaiess At Factor Stitch Bolt Stitch Bolt (perface) A, spacing Spacing - Diagonals Horizzontals ft in - -in - --in - Tl 400.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 380.00 (36 ksi) T2-T6 0.00 0.0000 A36 I 1 1 36.0000 36.0000 380.00-280.00 (36 ksi) T7-TIO 0.00 0.0000 A36 I 1 1 36.0000 36.0000 280.00-200.00 (36 ksi) TI 1200.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 192.50 (36 ksi) T12 192.50- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 180.00 (36 ksi) T13 180.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 160.00 (36 ksi) T14-T20 0.00 0.0000 A36 I 1 1 36.0000 36.0000 160.00-20.00 (36 ksi) T21 20.004.67 0.00 0.0000 A36 I 1 1 36.0000 36.0000 (36 ksi) T22 4.67-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) Tow& Sedti6n Geortietry,,-(conVd) K Factors' Tower Cale Catc Legs x K Single Giris Hariz. Sec. Inner Elevation K K Brace Brace Diags Hartz. Brace Single Solid Diags Diags Angles Rounds x x x x x x x Y Y Y Y Y Y Y TI 400.00- No NO 1 0.7 0.7 0.7 0.7 0.7 0.7 1 380.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T2-T6 No NO 1 0.7 0.7 0.7 0.7 0.7 0.7 1 380.00-280.00 0.7 0.7 0.7 0.7 0.7 0.7 1 APX Enginee�ng Group, LLC AT&T: Inddo [FA# 10016806] Structural Analysis Report K Factors' Tower Cale Cale Legs x K Single Girti Horiz. Sec. Inner Elevation K K Brace Brace Diags Merit. Brace Single Solid Diags Dings Angles Rounds x x x x x x x Y Y Y Y Y Y Y T7-TIO No NO 1 0.7 0.7 0.7 0.7 0.7 0.7 1 280.00-200.00 0.7 0.7 0.7 0.7 0.7 0.7 1 TI 1200.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 192.50 0.7 0.7 0.7 0.7 0.7 0.7 1 T12 192.50- No NO 1 0.7 0.7 0.7 0.7 0.7 0.7 1 180.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T13 180.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 160.00 0.7 0.7 0.7 0.7 0.7 0.7 1 T14-T20 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 160.00-20.00 0.7 0.7 0.7 0.7 0.7 0.7 1 72120.00- No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 4.67 0.7 0.7 0.7 0.7 0.7 0.7 1 T22 4.67-0.00 No No 1 0.7 0.7 0.7 0.7 0.7 0.7 1 0.7 0.7 0.7 0.7 0.7 0.7 1 'Note: Kfactors are applied to member segment lengths. K-braces without inner supporting members will have the Kjantor in the out-q6-phme direction applied to the overall length ToWer Section Geometry (contd) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Longliorizontal Short Horizontal Met Width U Aret Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 400.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00 72-T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00-280.00 717-TIO 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 280.00-200.00 T1 1200.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 192.50 T12 192.50- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00 T13 180.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00 T14-T20 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-20.00 12 ' 20 '0-4 0 .0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T_ _0,�601 22 4,�(7 0.0000 1 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.15 I Tdwelr� Section Geornetry (contd) I j Tower Elevation ft Leg Connection Type Leg Bolt Size Aro. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size Ara, Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in TI 400.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.62SO 0 0.6250 0 380.00 A325X A325N A325N A325N A325N A325N A325N T2-T6 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 380.00-280.00 A325X A325N A325N A325N A325N A325N A325N T'7-TIO Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 280.00-200.00 A325X A325N A325N A325N A325N A325N A325N APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Tinver El"ation J2 Leg Connection Type Leg Bolt Size No. Diagonal Tip, Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size No. Bolt Size No. Bolt Size Aro. Bolt Size No. Bolt Size No. Bolt Size NO. in in in in in in in TI 1200.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 192.50 A325X A325N A325N A325N A325N A325N A325N T12 192.50- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 180.00 A325X A325N A325N A325N A325N A325N A325N T13 180.00- Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 160.00 A325X A325N A325N A325N A325N A325N A325N T14-T20 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 160.00-20.00 A325X A325N A325N A325N A325N A325N A325N T21 20.004.67 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325X A325N A325N A325N A325N A325N A325N 772 4.67-0.00 Flange 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325X I A325N I A325N I A325N A325N A325N A325N Gu�'Qat Guy GUY Guy Initial % GUY GUY L. Anchor Anchor Anchor End Elevation Grade size Temuon Modulur Weight Radius Azimuth Elffation Fiffing A dj. Efflciency It K ksi W fi ft ft % 440.125 BS A 13/16 8.00 10% 24000 1390 50520 250.00 0.0000 0.00 100% B 13/16 8.00 10% 24000 1.390 505.20 250.00 0.0000 0.00 100% C 13/16 8.00 100/6 24000 1.390 505:20 250.00 0.0000 0.00 100% 397.25 EHS A 11/16 5.00 10% 21000 1.000 467.80 250.00 0.0000 0.00 100% B 11/16 5.00 100/6 21000 1.000 467.80 250.00 0.0000 0.00 100% C 11/16 5.00 10% 21000 1.000 467.80 250.00 0.0000 0.00 100% --339.667 BS A- 11/16 5.80 10% 24000 0.990 420.05 -250.00 0.0000 �0.00 -100%-- B 11/16 5.80 10% 24000 0.990 420.05 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 420.05 250.00 0.0000 0.00 100% 279.667 BS A 3/4 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% B 3/4 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% C 3/4 6.80 10% 24000 1.180 373.29 250.00 0.0000 0.00 100% 219.667 BS A 11/16 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% B 11/16 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% C 11/16 5.80 10% 24000 0.990 330.80 250.00 0.0000 0.00 100% 179.667 BS A 13/16 7.20 9% 24000 1.390 305.79 250.00 0.0000 0.00 100% B 13116 7.20 9% 24000 1.390 305.78 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 305.78 250.00 0.0000 0.00 100% 137.333 BS A 13/16 7.20 9% 24000 1.390 283.02 250.00 0.0000 0.00 100% B 13/16 720 9% 24000 1.390 283.02 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 283.02 250.00 0.0000 0.00 100% 70.3333 BS A 13/16 7.20 9% 24000 1.390 257.31 250.00 0.0000 0.00 100% B 13/16 7.20 9% 24000 1.390 257.31 250.00 0.0000 0.00 100% C 13/16 7.20 9% 24000 1.390 257.31 250.00 0.0000 0.00 100% Guy Datai(c6htld) Guy mount Torque -Am Tirque-Arm Torque -Am Torque -Arm Tarque-Arm Torque -Am Size Elinnuion 7]ipe Spread LegAngle Style Grade 7�pe ft it 440.125 corriff 397.25 Torque Am 8.00 30.0000 Wing A36 Solid Round 21/4 (36 ksi) 339.667 coniff 279.667 conuff 219.667 corriff APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Guy Mount Torque -Am Torque -Am Torque -Am Torque -Am Torque -Am Torque -Am Sizze Elevation Typ e Spread Leg Angle Style Grade Type ft 137.333 Coma 70.3333 Coma Guy Data,fcontd) Guy Diagonal Diagonal Upper Diagonal LowerDiagonal is Pull -Off Pull -Off 7�pe Pull -Off size Elevation Grade 7�pe Size Size Strap. Grade 440.13 A572-50 Solid Round Yes A570-50 Solid Round 1 114 (50 ksi) (50 ksi) 397.25 A572-50 Solid Round Yes A570-50 Solid Round 1 1/4 (50 ksi) (50 ksi) 339.67 A572-50 Solid Round Yes A570-50 Solid Round 1 1/4 (50 ksi) (50 ksi) 279.67 A572-50 Solid Round Yes A570-50 Solid Round 11/4 (50 ksi) (50 ksi) 219.67 A572-50 Solid Round Yes A570-50 Solid Round 1 1/4 (50 ksi) (50 ksi) 179.67 A572-50 Solid Round Yes A570-50 Solid Round 1 114 (50 ksi) (50 ksi) 137.33 A572-50 Solid Round Yes A570-50 Solid Round 1 1/4 (50 ksi) (50 ksi) 70.33 A572-50 Solid Round Yes A570-50 Solid Rouind 1 1/4 (50 ksi) (50 ksi) 'Guy Data (dontd) Guy Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D 440.125 0.70 0.70 0.70 21.38 21.38 21.38 8.0 sec�pulse 8.0 sec/pulse 8.0 sec/pulse 397.25 0.47 0.47 0.47 21.07 21.07 21.07 7.9 seetpulse 7.9 sec/pulse 7.9 sec/pulse 339.667 0.42 0.42 0.42 14.65 14.65 14.65 6.6 sec/pulse 6.6 see/pulse 6.6 sec/pulse 279.667 0.44 0.44 0.44 11.82 11.82 11.82 5.9 see/pulse 5.9 sec/pulse 5.9 sec/pulse 219.667 0.33 0.33 0.33 9.18 9.18 9.18 5.2 sec(pulse 5.2 sedpulse 5.2 sec(pulse 179.667 0.43 0.43 0.43 8.88 8.88 8.88 5.1 secfpulse 5.1 sec/pulse 5.1 sec/pulse 137.333 0.39 0.39 0.39 7.64 7.64 7.64 4.8 secipulse 4.8 sec/pulse 4.8 sec/pulse 70.3333 0.36 0.36 0.36 6.35 6.35 6.35 4.4 sec/pulse 4.4 sec/pulse 4.4 sec/pulse I - Guy Data (contd) APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Torque Am Pull Off Diagonal Guy Cale Cale & K, K. A� K. K7 Elevation K K ft Single Solid Angles Rounds 440.125 No No 0.7 0.7 0.7 7 397.25 No No 1 1 0.7 0.7 0.7 0.7 339.667 No NO 0.7 0.7 0.7 0.7 279.667 No No 0.7 0.7 0.7 0.7 219.667 No No 0.7 0.7 0.7 0.7 179.667 No No 0.7 0.7 0.7 7 137.333 No NO 0.7 0.7 0.7 0.7 70.3333 No No 0.7 0.7 0.7 0.7 -,'Guk QAtA -(dontd),-, Torque -Am Pull Off Diagonal Guy Boll Size Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U Elevation in Deduct in Deduct in Deduct ft in in in 440.125 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 39715 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 339.667 1.0000 1 0.0000 1 1.0000 1 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 279.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 219.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 179.667 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N -A325N -- - 137.333 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N 70.3333 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 1 1 A325N I A325N -,:GuyPresi�qres- GUY Guy z q., qz Ice Elevation Location Ice Thickness ft it Psf Psf in 440.125 A 220.06 50 B 220.06 50 C 220.06 50 397.25 A 198.63 49 B 198.63 49 C 198.63 49 339.667 A 169.83 47 B 169.83 47 C 169.83 47 279.667 A 139.83 45 B 139.83 45 C 139.83 45 219.667 A 109.83 43 B 109.83 43 C 109.83 43 179.667 A 89.83 41 B 89.83 41 C 89.83 41 137.333 A 68.67 39 B 68.67 39 APX Engineering Group, LLCI= AT&T: Indrio [FA# 10016806] Structural Analysis Report Guy Guy z qz q� ice Elevation Location ice Thickness ft ft Psf PSf in C 68.67 39 70.3333 A 35.17 34 B 35.17 34 C 35.17 34 I Guy Tensioning Ififormation , Te�A,T��QFT�.I��Mg OF 2OF 40F Me 8OF 10O.F 120 F GV If v fiddal Mtmv, 16� Oumqt midd ia�vt Nita ktm�t rninai - Atmqt . Inidd Iniad rntemep, EI7,0n r1on 7-,,on TV- T T-rn T ,on te-,- ft ft ft ft rn J, J, J, ft �O.M A 248.85 W.13 8.796 1932 8.521 20.11 8.259 M73 8.000 21.38 7.745 22.06 1.493 22.77 7246 23.52 B 248.85 40.13 8.786 52 8.521 20.11 8.259 20.73 8.000 21.39 7.745 22.06 7.493 22.77 7246 D.52 C 24 5 440. 3 .79 :9 9M 8.521 20.11 8.259 20.73 8.000 21.38 7.745 �.06 7.493 22.77 7146 23.52 397M A 247.M MM 5�9 19.05 5.363 19.69 5.ISO 20.36 5.000 21.07 4.823 21.82 4.650 22.60 4.481 D.42 B 247.M 391n 5.M9 19.05 5.363 19.69 5.180 2036 5.000 21.07 4.823 21.82 4.650 �60 4A81 23.42 C 247.72 3W.25 5.549 19.05 5.363 19.69 5.180 20.36 5.000 21.07 4323 21.82 4.650 22.60 4.481 23.42 339.M7 A 247.69 3A67 6.616 12.98 6-340 13.43 6.069 14.02 5.800 14.65 5.537 1533 5.290 16.05 5.029 16.83 B M7.N 3A67 6.616 12.88 6-340 13.43 6.069 1402 5.800 14.65 5�37 15.33 5.290 1&05 5.029 16.83 C 247.69 339.67 6.616 12.88 &MO 13A3 6.069 14.02 5.800 14.65 1537 15.33 5.280 16.05 5.029 16.93 279.667 A 247.69 279.67 &.023 10.04 7.611 10.58 7.201 11.17 6.800 11.82 6.409 12.52 6.029 13.29 5.663 14.13 B 247.69 279.67 9.028 10.04 7.611 1058 7.201 11.17 6.800 11.82 6.409 12.52 6.029 13.29 5.663 14.13 C 247.69 279.67 8.028 10.04 7.611 IOM 7.201 11.17 6.800 11.82 6.409 12.52 6.029 13.29 5.663 14.13 219.M7 A 247.69 219.67 7.127 7.49 6.675 7.99 6.232 8.55 5.800 9.18 5381 9.88 4.969 10.68 4.585 11.56 B 247.69 219.67 7.127 7A9 6.675 7.99 6132 8.55 5.800 9.18 5381 9.88 4.969 10.68 4.585 11.56 C 247.69 219.67 7.127 7.49 6.675 7.99 6.232 8.55 5.800 9.18 5.381 9.88 4.969 10.69 4.585 11.56 179.667 A 247.69 179.67 9.286 6.91 8.567 7AS 7.970 8.14 7.20D 8.88 6.5M 9.73 5,969 10.68 5.422 11.73 B 247.69 179.67 9.286 6.91 8.567 7AS 7.870 8.14 7.200 8.89 6�M 9.73 5.969 10.68 5.422 11.73 C 247.69 179.67 9.286 6.91 9.567 7A8 7.870 8.14 7.200 8.89 6.SM 9.73 5.969 10.68 5.422 11.73 137.333 A 247.69 137.33 9.650 5.71 8.803 6.26 7.983 6.90 7.200 7.64 6.464 850 5.785 9AS 1173 10.58 B 247.69 137.33 9.650 5.71 8,803 6.26 7.983 6.90 7.200 7.64 6.464 8.50 5.785 9A8 5,173 10.59 C 247.69 137.33 9.650 5.71 8.803 6.26 7.983 6.90 7.200 7.64 6.4M 8.50 5.785 9.48 5.173 10.59 70.3333 A 247.69 70.33 10.189 4.50 9.151 5.00 8.150 5.62 7.200 6.35 6320 7M 5M8 8.26 4340 9.43 B 247.69 7033 10.199 4.50 9.151 5.00 8.150 5.62 7.200 6.35 6-320 7.23 5.528 826 4.840 9.43 C 247.69 7033 10.199 4.50 9.151 5AO 8.150 5.62 7.200 6,35 6.320 7.23 5.528 8.26 4340 9.43 I Feed Lind/Linear Appurtenances -'Entered AsRouhd Or Flat , - Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield 7�pe Offset Offset Per Spacing Diameter 1518 A No At (CaAa) 195.00 - 0.00 12.0000 0.5 4 2 0.2000 1.9800 1.04 1518 A No At (CaAa) 195.00 - 0.00 20.0000 0.15 4 2 0.2000 1.9800 1.04 3/8 A No At (CaAa) t95.00 - 0.00 3.0000 0.23 3 3 0.2000 0.3750 OJ3 7/8 A No Ar (CaAa) 195.00 - 0.00 3.0000 0.25 6 3 0.2000 1.1100 0.54 LDF2-50A A No Ar (CaAa) 116.00 - 0.00 1.0000 -0.5 1 1 0.2000 0.4400 0.08 (3/8 FOAIA) 15/8 B No Ar (CaAa) 172.50 - 0.00 6.0000 -0.43 4 1 01000 1.9800 1.04 15/8 B No Ar (CaAa) 172.50 - 0.00 5.0000 -0.5 2 1 0.2000 1.9800 1.04 39mm Hybrid B No Ar (CaAa) 172.50 - 0.00 5.0000 0.45 3 3 0.2000 1.5354 1.70 (1.535in) 15/8 B No At (CaAa) 350.00 - 0.00 2.5000 -0.43 1 1 0.2000 1.9800 1.04 7/8 B No At (CaAa) 422.00 - 0.00 1.0000 -0.35 1 1 0.2000 1.1100 0.54 LDFI-50A B No At (CaAa) 230.00 - 0.00 1.0000 -0.3 1 1 0.2000 0.3500 0.06 (1/4 FOAM) 15/8 B No At (CaAa) 410.00 - 0.00 1.0000 .0.2 1 1 0.2000 1.9800 1.04 5/8 B No Ar (CaAa) 242.00 - 0.00 -1.0000 0.05 1 1 0.2000 0.8800 OAO 5/8 B No Ar (CaAa) 480.00 - 0.00 -1.0000 0.1 1 1 0.2000 0.8800 OAO LDFI-50A B No At (CaAa) 104.00 - 0.00 1.0000 0.07 1 1 0.2000 0.3500 0.06 (1/4 FOAND LDF4-50A B No Ar (CaAa) 287.00 - 0.00 1.0000 0.1 1 1 0.2000 0.6300 0.15 (1/2 FOW 7/8 B No Ar (CaAa) 356.00 - 0.00 1.0000 0.22 1 1 0.2000 1.1100 0.54 APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Lez ft in (Frac FM Row in in in Py 7/8 B No At (C&Aa) 370.00 - 0.00 1.0000 0.26 1 1 0.2000 1.1100 0.54 7/8 B No At (CaAa) 442.00 - 0.00 1.0000 0.3 1 1 0.2000 1.1100 0.54 7/8 B No Ar (CaAa) 373.00 - 0.00 1.0000 0.4 1 1 0.2000 1.1100 0.54 LDF4-50A C No Ar (CaAa) 97.00-0.00 1.0000 -0.48 1 1 0.2000 0.6300 0.15 (1/2 FOAK 15/8 C No Ar (CaAa) 206.00 - 0.00 2.0000 0.025 2 1 0.2000 1.9800 1.04 15/8 C No Ar (CaAa) 206.00 - 0.00 2.0000 0.08 3 1 0.2000 1.9800 1.04 15/8 C No As (CaAa) 206.00 - 0.00 2.0000 0.135 2 1 0.2000 1.9800 1.04 15/8 C No Ar (CaAa) 206.00 - 0.00 2.0000 0.19 3 1 0.2000 1.9800 1.04 1518 C No Ar (CaAa) 206.00 - 0.00 2.0000 0.245 2 1 0.2000 1.9800 1.04 1 1/4 C No At (CaAa) 206.00 - 0.00 2.0000 0.2 1 1 02000 1.5500 0.66 1518 C No Ar (CaAa) 226.00 - 0.00 3.0000 0.4 4 1 0.2000 1.9800 1.04 15/8 C No As (CaAa) 226.00 - 0.00 3.0000 0.5 2 1 0.2000 1.9800 1.04 15/8 C No As (CaAa) 226.00 - 0.00 3.0000 0.5 6 3 0.2000 1.9800 1.04 15/8 A No At (CaAa) 226.00 - 0.00 0.5000 -0.38 6 2 0.2000 1.9800 1.04 B No Ar (CaAa) 350.00 - 0.00 2.5000 -0.4 2 2 0.2000 1.1100 0.54 718 B No Ar (CaAa) 425.00 - 0.00 2.5000 -0.5 1 1 0.2000 1.1100 0.54 7/8 B No Ar (CaAa) 375.00 - 0.00 2.5000 -0.5 1 1 0.2000 1.1100 0.54 Feed Lhie/UnearApp , uftenarides-'EriteredAs Area Description Face Allow Component Placement Total CAAA Weight or Shield I�pe Number Feed UWUn6ar Alipuftfihnces Section Area�;. Tower Section Tower Elevation ft Fwe As ft, AF ft, CAAA In Face ft, CiAA OutFace ft, Weight K LI 480.00-460.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 1.760 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 L2 460.00440.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 1.982 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 U 440.00-420.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 4.757 0.000 0.02 C 0.000 0.000 0.000 0.000 0.00 LA 420.00-400.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 10.400 0.000 0.05 C 0.000 0.000 0.000 0.000 0.00 TI 400.00-380.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 12.380 0.000 0.06 C 0.000 0.000 0.000 0.000 0.00 T2 380.00-360.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 16.598 0.000 0.08 C 0.000 0.000 0.000 0.000 0.00 T3 360.00-340.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 25.016 0.000 0.12 C 0.000 0.000 0.000 0.000 0.00 T4 340.00-320.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 29.660 O.Ooo O.Is C 0.000 0.000 0.000 0.000 0.00 TS 320.00-300.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 29.660 0.000 0.15 APX Engineering Group, LLC M AT&T: Indrio [FA# 10016806] Structural Analysis Report Tower Tower Face AR AF CAAA CA,44 Weight Section Elevation In Face Out Face ft ft, ft, ft, f12 K C 0.000 0.000 0.000 0.000 0.00 T6 300.00-280.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 30.101 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 '17 280.00-260.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 30.920 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 T8 260.00-240.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 31.096 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 T9 240.00-220.00 A 0.000 0.000 7.128 0.000 0.04 B 0.000 0.000 33.030 0.000 0.16 C 0.000 0.000 14.256 0.000 0.07 TIO 220.00-200.00 A 0.000 0.000 23.760 0.000 0.12 B 0.000 0.000 33.380 0.000 0.16 C 0.000 0.000 62.706 0.000 0.33 T11 200.00-192.50 A 0.000 0.000 16.796 0.000 0.09 B 0.000 0.000 12.518 0.000 0.06 C 0.000 0.000 36.803 0.000 0.19 T12 192.50-180.00 A 0.000 0.000 54.281 0.000 0.28 B 0.000 0.000 20.863 0.000 0.10 C 0.000 0.000 61.337 0.000 0.32 T13 180.00-160.00 A 0.000 0.000 86.850 0.000 0.45 B 0.000 0.000 53.988 0.000 0.30 C 0.000 0.000 98.140 0.000 0.51 T14 160.00-140.00 A 0.000 0.000 86.850 0.000 0.45 B 0.000 0.000 66.353 0.000 0.39 C 0.000 0.000 98.140 0.000 0.51 T15 140.00-120.00 A 0.000 0.000 86.850 0.000 0.45 B 0.000 0.000 66.353 0.000 0.39 C 0.000 0.000 98.140 0.000 0.51 T16 120.00-100.00 A 0.000 0.000 87.554 0.000 0.45 B 0.000 0.000 66.493 0.000 0.39 C 0.000 0.000 98.140 0.000 0.51 T17 100.00-90.00 A 0.000 0.000 87.730 0.000 0.45 B 0.000 0.000 67.053 0.000 0.39 C 0.000 0.000 99.211 0.000 0.51 T18 80.00-60.00 A 0.000 0.000 87.730 0.000 0.45 B 0.000 0.000 67.053 0.000 0.39 C 0.000 0.000 99.400 0.000 0.52 T19 60.00-40.00 A 0.000 0.000 87.730 0.000 0.45 B 0.000 0.000 67.053 0.000 0.39 C 0.000 0.000 99.400 0.000 0.52 '120 40.00-20.00 A 0.000 0.000 87.730 0.000 0.45 B 0.000 0.000 67.053 0.000 0.39 C 0.000 0.000 99.400 0.000 0.52 T21 20.004.67 A 0.000 0.000 67.260 0.000 0.34 B 0.000 0.000 51.407 0.000 0.30 C 0.000 0.000 76.207 0.000 0.40 n2 4.67-0.00 A 0.000 0.000 20.470 0.000 0.10 B 0.000 0.000 15.646 0.000 0.09 C 0.000 0.000 23.193 0.000 0.12 I Feed Line Center of Pressure I Section Elevation CPX CPZ CPX CPZ Ice Ice it in in in in LI 480.00-460.00 02276 -0.0254 0.2276 -0.0254 L2 460.00-440.00 0.1458 -0.0082 0.1458 -0.0082 L3 440.00-420.00 0.5279 -0.1120 O.S279 -0.1120 LA 420.00400.00 0.5679 -0.7177 0.5679 -0.7177 T 1 400.00-380.00 1.0120 -1.4362 1.0120 -1.4362 n 380.00-360.00 1.4223 -1.6102 1.4223 -1.6102 APX Engineering Group, LLC m AT&T: Indrio [FA# 10016806] Section Elevation CPX CPZ CPX CPZ rce ice It in i . n in in T3 360.00-340.00 1.7137 -1.9676 1.7137 -1.9676 T4 340.00-320.00 1.6780 -2.3386 1.6780 -2.3386 T5 320.00-300.00 1.6967 -2.3647 1.6967 -2.3647 T6 300.00-280.00 1.7180 -2.3500 1.7180 -2.3500 T7 280.00-260.00 1.7011 -2.2500 1.7011 -2.2500 T8 260.00-240.00 1.7238 -2.2691 1.7238 -2.2691 19 240.00-220.00 -0.1890 -0.6122 -0.1890 -0.6122 TIO 220.00-200.00 -2.1815 1.5418 -2.1815 1.5418 TlI 200.00-192.50 -2.2982 1.3224 -2.2982 1.3224 T12 192.50-180.00 -2.6916 -0.0112 -2.6916 -0.0112 T13 180.00-160.00 -2.1384 -0.4446 -2.1384 -0.4446 T14 160.00-140.00 -1.8507 -0.6706 -1.8507 -0.6706 T15 140.00-120.00 -1.8469 -0.6692 -1.8469 -0.6692 T16 120.00-100.00 -1.8603 -0.6593 -1.8603 -0.6593 T17 100.00-80.00 -1.8174 -0.6381 -1.8174 -0.6381 T18 80.00-60.00 -1.8079 -0.6334 -1.8079 -0.6334 T19 60.0040.00 -1.8116 -0.6347 -1.8116 -0.6347 T20 40.00-20.00 -1.8116 -0.6347 -1.8116 -0.6347 T21 20.00-4.67 -1.8107 -0.6344 -1.8107 -0.6344 T'2 2 4.67-0.00 -1.1510 -0.3388 -1.1510 -0.3388 Sh - ieldingfadibir Ka, Tower Section Feed Line RecordNo. Description Feed Line ment Elev. K. lit, Ice r. Ice LI 16 5/8 460.00-. 0.6000 0.6000 480.00 L2 16 518 440.00- 0.6000 0.6000 460.00 1.2 21 7/8 440.00- 0.6000 0.6000 442.00 U 12 7/8 420.00- 0.6000 0.6000 422.00 U 16 5/8 420.00- 0.6000 0.6000 440.00 L3 21 7/8 420.00- 0.6000 0.6000 440.00 U 37 7/8 420.00- 0.6000 0.6000 425.00 LA 12 718 400.00- 0.6000 0.6000 420.00 LA 14 15/8 400.00- 0.6000 0.6000 410.00 L4 16 5/8 400.00- 0.6000 0.6000 420.00 L4 21 7/8 400.00- 0.6000 0.6000 420.00 IA 37 7/8 400.00- 0.6000 0.6000 420.00 TI 12 7/8 380.00- 0.6000 0.6000 400.00 TI 14 1 5/8 380.00- 0.6000 0.6000 400.00 TI 16 5/8 380.00- 0.6000 0.6000 400.00 TI 21 7/8 380.00- 0.6000 0.6000 400.00 TIJ 371 7/8 380.00- 0.6000 0.6000 400.00 T12 12 7/8 360.00- 0.6000 0.6000 380.00 Structural Analysis Report APX Engineering Group, LLC m AT&T: Indrio [FA# 10016806] Tbiver Section Feed Line Record No. Description Feed Line K. No Ice & Ice T2 14 15/8 360.00- 0.6000 0.6000 380.00 TI2 16 5/8 360.00- 0.6000 0.6000 380.00 72 20 7/8 360.00- 0.6000 0.6000 370.00 72 21 7/8 360.00- 0.6000 0.6000 380.00 T2 22 7/8 360.00- 0.6000 0.6000 373.00 T2 37 7/8 360.00- 0.6000 0.60DO 380.00 T2 38 7/8 360.00. 0.6000 0.6000 375.00 T3 I 1 1 5/8 340.00- 0.6000 0.6000 350.00 T3 12 718 340.00- 0.6000 0.6000 360.00 T3 14 15/8 340.00- 0.6000 0.6000 360.00 T3 16 518 340.00- 0.6000 0.6000 360.00 T3 19 7/8 340.00- 0.6000 0.6000 356.00 T3 20 7/8 340.00- 0.6000 0.6000 360.00 13 21 7/8 340.00- 0.6000 0.6000 360.00 T3 22 7/8 340.00- 0.6000 0.6000 360.00 73 35 7/8 340.00- 0.6000 0.6000 350.00 73 37 7/8 340.00- 0.6000 0.6000 360.00 T3 38 7/8 340.00- 0.6000 0.6000 360.00 T4 11 15/8 320.00- 0.6000 0.6000 340.00 T4 12 7/8 320.00- 0.6000 0.6000 340.00 T4 14 15/8 320.00- 0.6000 0.6000 340.00 T4 16 5/8 320.00- 0.6000 0.6000 340.00 T4 19 7/8 320.00- 0.6000 0.6000 340.00 T4 20 7/8 320.00- 0.6000 0.6000 340.00 T4 21 7/8 320.00- 0.6000 0.6000 340.00 T4 22 7/8 320.00- 0.6000 0.6000 340.00 T4 35 7/8 320.00- 0.6000 0.6000 340.00 T4 37 WS 320.00- 0.6000 0.6000 340.00 T4 38 7/8 320.00- 0.6000 0.6000 340.00 T5 11 15/8 300.00- 0.6000 0.6000 320.00 T5 12 7/8 300.00- 0.6000 0.6000 320.00 T5 14 15 3 0.00- 0. 0.6000 320.00 T5 16 518 300.00- 0.6000 0.6000 320.00 T5 19 7/8 300.00- 0.6000 0.6000 320.00 Structural Analysis Report APX Engineering Group, LLC ATU: Indrio [FA# 10016806] Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. ATo Ice Y- Ice T5 20 7/8 300.00- 0.6000 0.6000 320.00 T5 21 7/8 300.00- 0.6000 0.6000 320.00 T5 22 7/8 300.00- 0.6000 0.6000 320.00 T5 35 7/8 300.00- 0.6000 0.6000 320.00 T5 37 7/8 300.00- 0.6000 0.6000 320.00 T5 38 7/8 300.00- 0.6000 0.6000 320.00 T6 11 1518 280.00- 0.6000 0.6000 300.00 T6 12 7/8 280.00- 0.6000 0.6000 300.00 T6 14 15/8 280.00- 0.6000 0.6000 300.00 T6 16 5/8 280.00- 0.6000 0.6000 300.00 T6 18 LDF4-50A (1/2 FOAM) 280.00- 0.6000 0.6000 287.00 T6 19 7/8 280.00- 0.6000 0.6000 300.00 T6 20 7/8 280.00- 0.6000 0.6000 300.00 T6 21 7/8 280.00- 0.6000 0.6000 300.00 T6 22 7/8 280.00- 0.6000 0.6000 300.00 T6 35 7/8 280.00- 0.6000 0.6000 300.00 T6 37 7/8 - 280.00- 0.6000 0.6000 300.00 T6 38 7/8 280.00. 0.6000 0.6000 300.00 V I 1 1 5/8 260.00- 0.6000 0.6000 280.00 V 12 7/8 260.00- 0.6000 0.6000 280.00 V 14 15/8 260.00- 0.6000 0.6000 280.00 V 16 518 260.00- 0.6000 0.6000 280.00 T7 18 LDF4-50A (1/2 FOAM) 260.00- 0.6000 0.6000 280.00 17 19 7/8 260.00- 0.6000 0.6000 280.00 V 20 7/8 260.00- 0.6000 0.6000 280.00 T7 21 7/8 260.00- 0.60GO 0.6000 280.00 V 22 7/8 260.00- 0.6000 0.6000 280.00 V 35 7/8 260.00- 0.6000 0.6000 280.00 V 37 7/8 260.00- 0.6000 0.6000 280.00 17 38 7/8 260.00- 0.6000 0.6000 280.00 is 11 15/8 240.00- 0.6000 0.6000 260.00 T8 12 7/8 240.00- 0.6000 0.6000 260.00 T8 14 1518 240.00- 0.6000 0.6000 260.00 T8 15 5/8 240.00- 0.6000 0.6000 242.00 Structural Analysis Report APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] 7bwer Section Feed Line RecordNo. Description Feed Line Segment Elev. K. No Ice K. Ice T8 16 5/8 240.00- 0.6000 0.6000 260.00 T8 18 LDF4-50A (1/2 FOAM) 240.00- 0.6000 0.6000 260.00 T8 19 7/8 240.00- 0.6000 0.6000 260.00 TS 20 7/8 240.00- 0.6000 0.6000 260.00 T8 21 7/8 240.00- 0.6000 0.6000 260.00 n 22 7/8 240.00- 0.6000 0.6000 260.00 T8 35 7/8 240.00- 0.6000 0.6000 260.00 TS 37 7/8 240.00- 0.6000 0.6000 260.00 is 38 7/8 240.00- 0.6000 0.6000 260.00 T9 11 15/8 220.00- 0.6000 0.6000 240.00 T9 12 7/8 220.00- 0.6000 0.6000 240.00 T9 13 LDFI-50A (1/4 FOAM) 220.00- 0.6000 0.6000 230.00 T9 14 1518 220.00- 0.6000 0.6000 240.00 T9 15 5/8 220.00- 0.6000 0.6000 240.00 n 16 5/8 220.00- 0.6000 0.6000 240.00 T9 18 LD174-50A (1/2 FOAM) 220.00- 0.6000 0.6000 240.00 T9 19 7/8 220.00- 0.6000 0.6000 240.00 T9 20 7/8 220.00- 0.6000 0.6000 240.00 T9 21 7/8 220.00- 0.6000 0.6000 240.00 T9 22 7/8 220.00- 0.6000 0.6000 240.00 T9 30 1 5/8 220.00- 0.6000 0.6000 226.00 T9 31 15/8 220.00- 0.6000 0.6000 226.00 T9 32 1519 220.00- 0.6000 0.6000 226.00 T9 33 15/8 220.00- 0.6000 0.6000 226.00 T9 35 7/8 220.00- 0.6000 0.6000 240.00 TV 37 718 220.00- 0.6000 0. 240.00 T'9 38 7/8 220.00- 0.6000 0.6000 240.00 TIO 11 15/8 200.00- 0.6000 0.6000 220.00 TIO 12 7/8 200.00- 0.6000 0.6000 220.00 TIO 13 LDFI-50A (1/4 FOAM) 200.00- 0.6000 0.6000 220.00 TIO 14 15/8 200.00- 0.6000 0.6000 220.00 TIO 15 5/8 200.00- 0.6000 0.6000 220.00 TIO 16 5/8 200.00- 0.6000 0.6000 220.00 TIO 18 LDF4-50A (1/2 FOAM) 200.00- 0.6000 0.6000 220.00 Structural Analysis Report APX Engineering Group, LLC AT&T: Indric, [FA# 10016806] Tower Section Feed Line Record Afo. Description Feed Line SegmentElev. K. No Ice K. Ice TIO 19 - 7/8 200.00- 0.6000 0.6000 220.00 T to 20 7/8 200.00- 0.6000 0.6000 220.00 TIO 21 7/8 200.00- 0.6000 0.6000 220.00 TIO 22 7/8 200.00- 0.6000 0.6000 220.00 T10 24 15/8 200.00- 0.6000 0.6000 206.00 TIO 25 15/8 200.00- 0.6000 0.6000 206.00 TIO 26 1518 200.00- 0.6000 0.6000 206.00 TIO 27 1 5/8 200.00- 0.6000 0.6000 206.00 TIO 28 1518 200.00- 0.6000 0.6000 206.00 TIO 29 1 1/4 200.00- 0.6000 0.6000 206.00 T10 30 15/8 200.00- 0.6000 0.6000 220.00 TIO 31 15/8 200.00- 0.6000 0.6000 220.00 TIO 32 1518 200.00- 0.6000 0.6000 220.00 TIO 33 15/8 200.00- 0.6000 0.6000 220.00 T10 35 7/8 200.00- 0.6000 0.6000 220.00 TIO 37 7/8 200.00- 0.6000 0.6000 220.00 TIO 38 - 7/8 200.00- -0.6000 0.6000 220.00 TlI 1 15/8 192.50- 0.6000 0.6000 195.00 T11 2 15/8 192.50- 0.6000 0.6000 195.00 TlI 3 1 518 192.50- 0.6000 0.6000 195.00 T11 4 3/8 192.50- 0.6000 0.6000 195.00 TlI 5 7/8 192.50- 0.6000 0.6000 195.00 TlI 11 15/8 192.50- 0.6000 0.6000 200.00 Tit 12 7/8 192.50- 0.6000 0.6000 200.00 TlI 13 LDFI-50A (1/4 FOAM) 192.50- 0.6000 0.6000 200.00 TlI 14 15/8 192.50- 0.6000 0.6000 200.00 TlI 15 5/8 192.50- 0.6000 0.6000 200.00 TlI 16 5/8 192.50 � 0.6000 0.6000 200.00 Tit 18 LDF4-50A (1/2 FOAM) 192.50- 0.6000 0.6000 200.00 TlI 19 7/8 192.50- 0.6000 0.6000 200.00 Tit 20 7/8 192.50- 0.6000 0.6000 200.00 Tit 21 7/8 192.50- 0.6000 0.6000 200.00 T11 22 7/8 192.50- 0.6000 0.6000 200.00 Tit 24 1 5/8 192.50- 0.6000 0.6000 200.00 Structural Analysis Report APX Engineering Group, LLC AT&T: Indrio [FA# 100168061 Tower Section Feed Line Record No.. Description FeedLine SegmentElev. K. Aro Ice K. Ice T11 25 1518 192.50- 0.6005 0.6000 200.00 T11 26 1518 192.50- 0.6000 0.6000 200.00 TlI 27 1 5/8 192.50- 0.6000 0.6000 200.00 TlI 28 15/8 192.50- 0.6000 0.6000 200.00 T11 29 1 1/4 192.50- 0.6000 0.6000 200.00 T11 30 15/8 192.50- 0.6000 0.6000 200.00 T11 31 1 5/8 192.50- 0.6000 0.6000 200.00 TlI 32 15/8 192.50- 0.6000 0.6000 200.00 TlI 33 1 5/8 192.50- 0.6000 0.6000 200.00 T11 35 7/8 192.50- 0.6000 0.6000 200.00 TlI 37 718 192.50- 0.6000 0.6000 200.00 T11 38 7/8 192.50- 0.6000 0.6000 200.00 T12 1 1518 180.00- 0.6000 0.6000 192.50 T12 2 1 5/8 180.00- 0.6000 0.6000 192.50 T12 3 15/8 180.00- 0.6000 0.6000 192.50 T12 4 3/8 180.00- 0.6000 0.6000 192.50 T12 5 7/8 180.00- 0.6000 0.6000 192.50 T12 I 1 15/8 180.00- 0.6000 0.6000 192.50 T12 12 7/8 180.00- 0.6000 0.6000 192.50 T12 13 LDFI-50A (114 FOANQ 180.00- 0.6000 0.6000 192.50 T12 14 15/8 180.00- 0.6000 0.6000 192.50 T12 15 5/8 180.00- 0.6000 0.6000 192.50 T12 16 5/8 180.00- 0.6000 0.6000 192.50 T12 18 LDF4-50A (1/2 FOAM) 180.00- 0.6000 0.6000 192.50 T12 19 7/8 180.00- 0.6000 0.6000 192.50 T12 20 7/8 180.00- 0.6000 0.6000 192.50 T12 21 7/8 180.00- 0.6000 0.6000 192.50 T12 22 7/8 180.00- 0.6000 0.6000 192.50 T12 24 15/8 180.00- 0.6000 0.6000 192.50 T12 25 15/8 180.00- 0.6000 0.6000 192.50 T12 26 1518 180.00- 0.6000 0.6000 192.50 T12 27 1518 180.00- 0.6000 0.6000 192.50 T12 28 15/8 180.00- 0.6000 0.6000 192.50 T12 29 11/4 180.00- 0.6000 0.6000 192.50 Structural Analysis Report APX Engineering Group, LLC AT&T: Indrio [FA# 100168061 Tower Section FeedLine Record No. Descrrption FeedLine Se mentElev. K. No Ice K. Ice T12 30 1 5/8 180.00- 0.6000 0.6000 192.50 T12 31 15/8 180.00- 0.6000 0.6000 192.50 T12 32 15/8 180.00- 0.6000 0.6000 192.50 T12 33 1 5/8 180.00- 0.6000 0.6000 192.50 T12 35 7/8 180.00- 0.6000 0.6000 192.50 T12 37 7/8 180.00- 0.6000 0.6000 192.50 T12 38 7/8 180.00- 0.6000 0.6000 192.50 T13 1 1518 160.00- 0.6000 0.6000 180.00 T13 2 15/8 160.00- 0.6000 0.6000 180.00 T13 3 1 5/8 160.00- 0.6000 0.6000 180.00 T13 4 3/8 160.00- 0.6000 0.6000 180.00 T13 5 7/8 160.00- 0.6000 0.6000 180.00 T13 8 15/8 160.00- 0.6000 0.6000 172.50 T13 9 15/8 160.00- 0.6000 0.6000 172.50 T13 10 39mm Hybrid (1.535in) 160.00- 0.6000 0.6000 172.50 T13 11 15/8 160.00- 0.6000 0.6000 180.00 T13 12 7/8 160.00- 0.6000 0.6000 180.00 T13 13 LDFI-50A (1/4 FOAM) 160.00- 0.6000 0.6000 180.00 T13 14 1 S/8 160.00- 0.6000 0.6000 180.00 T13 15 5/8 160.00- 0.6000 0.6000 180.00 T13 16 5/8 160.00- 0.6000 0.6000 180.00 T13 18 LDF4-50A (1/2 FOAM) 160.00- 0.6000 0.6000 180.00 T13 19 7/8 160.00- 0.6000 0.6000 180.00 T13 20 7/8 160.00- 0.6000 0.6000 180.00 T13 21 7/8 160.00- 0.6000 0.6000 180.00 T13 22 7/8 160.00- 0.6000 0.6000 180.00 T13 24 1 5/8 160.00- 0.6000 0.6000 180.00 T13 25 15/8 160.00- 0.6000 0.6000 180.00 T13 26 15/8 160.00- 0.6000 0.6000 180.00 T13 27 1 5/8 160.00- 0.6000 0.6000 180.00 T13 28 15/8 160.00- 0.6000 0.6000 180.00 T13 29 1 1/4 160.00- 0.6000 0.6000 180.00 T13 30 15/8 160.00- 0.6000 0.6000 180.00 T13 31 15/8 160.00- 0.6000 0.6000 180.00 Structural Analysis Report APX Engineering Group, LILC AT&T: Inddo [FA# 10016806] Tower Section Feed Line Record No. Description Feed Line K� NO ice K. ice T13 32 1 518 160.00- 0.6000 0.6000 180.00 T13 33 1 5/8 160.00- 0.6000 0.6000 180.00 T13 35 7/8 160.00- 0.6000 0.6000 180.00 T13 37 7/8 160.00- 0.6000 0.6000 180.00 T13 38 7/8 160.00- 0.6000 0.6000 180.00 T14 1 1518 140.00- 0.6000 0.6000 160.00 T14 2 1518 140.00- 0.6000 0.6000 160.00 T14 3 15/8 140.00- 0.6000 0.6000 160.00 T14 4 3/8 140.00- 0.6000 0.6000 160.00 T14 5 718 140.00- 0.6000 0.6000 160.00 T14 8 1518 140.00- 0.6000 0.6000 160.00 T14 9 15/8 140.00- 0.6000 0.6000 160.00 T14 10 39mm Hybrid (1.535in) 140.00- 0.6000 0.6000 160.00 T14 11 15/8 140.00- 0.6000 0.6000 160.00 T14 12 7/8 140.00- 0.6000 0.6000 160.00 T14 13 LDFI-50A (114 FOAM) 140.00- 0.6000 0.6000 160.00 T14 14 1518 140.00- 0.6000 0.6000 160.00 T14 15 5/8 140.00- 0.6000 0.6000 160.00 T14 16 5/8 140.00- 0.6000 0.6000 160.00 T14 18 LDF4-50A (1/2 FOAND 140.00- 0.6000 0.6000 160.00 T14 19 7/8 140.00- 0.6000 0.6000 160.00 T14 20 7/8 140.00- 0.60DO 0.6000 160.00 T14 21 7/8 140.00- 0.6000 0.6000 160.00 T14 22 7/8 140.00- 0.6000 0.6000 160.00 T14 24 1 5/8 140.00- 0.6000 0.6000 160.00 T14 25 15/8 140.00- 0.6000 0.6000 160.00 T14 26 1518 140.00- 0.6000 0.6000 160.00 T14 27 1518 140.00- 0.6000 0.6000 160.00 T14 28 15/8 140.00- 0.6000 0.6000 160.00 T14 29 1 1/4 140.00- 0.6000 0.6000 160.00 T14 30 15/8 140.00- 0.6000 0.6000 160.00 T14 31 15/8 140.00- 0.6000 0.6000 160.00 T14 32 15/8 140.00- 0.6000 0.6000 160.00 T14 33 15/8 140.00- 0.6000 0.6000 160.00 Structural Analysis Report APX Engineering Group, LLC]= AT&T: Indrio [FA# 100168061 Tower section Feed Line Record No. Description Feed Line K. No Ice K. ke T14 35 7/8 140.00- 0.6000 0.6000 160.00 T14 37 7/8 140.00- 0.6000 0.6000 160.00 T14 38 7/8 140.00- 0.6000 0.6000 160.00 T15 1 15/8 120.00- 0.6000 0.6000 140.00 T15 2 1 5/8 120.00- 0.6000 0.6000 140.00 T15 3 15/8 120.00- 0.6000 0.6000 140.00 T15 4 3/8 120.00- 0.6000 0.6000 140.00 T15 5 7/8 120.00- 0.6000 0.6000 140.00 TIS 8 1518 120.00- 0.6000 0.6000 140.00 T15 9 15/8 120.00- 0.6000 0.6000 140.00 T15 10 39= Hybrid (1.535in) 120.00- 0.6000 0.6000 140.00 T15 11 15/8 120.00- 0.6000 0.6000 140.00 T15 12 7/8 120.00- 0.6000 0.6000 140.00 T15 13 LDFI-50A (1/4 FOAM) 120.00- 0.6000 0.6000 140.00 T15 14 15/8 120.00- 0.6000 0.6000 140.00 T15 15 5/8 120.00- 0.6000 0.6000 140.00 T15 16 518 120.00- 0.6000 0.6000 140.00 T15 18 LDF4-50A (1/2 FOAM) 120.00- 0.6000 0.6000 140.00 T15 19 7/8 120.00- 0.6000 0.6000 140.00 T15 20 7/8 120.00- 0.6000 0.6000 140.00 T15 21 7/8 120.00- 0.6000 0.6000 140.00 T15 22 7/8 120.00- 0.6000 0.6000 140.00 T15 24 1518 120.00- 0.6000 0.6000 140.00 T15 25 1518 120.00- 0.6000 0.6000 140.00 T15 26 15/8 120.00- 0.6000 0.6000 140.00 T15 27 15/8 120.00- 0.6000 0.6000 140.00 T15 28 15/8 120.00- 0.6000 0.6000 140.00 T15 29 1 1/4 120.00- 0.6000 0.6000 140.00 T15 30 1518 120.00- 0.6000 0.6000 140.00 T15 31 15/8 120.00- 0.6000 0.6000 140.00 T15 32 15/8 120.00- 0.6000 0.6000 140.00 Tj 5 33 15/8 120.00- 0.6000 0.6000 140.00 T15 35 7/8 120.00- 0.6000 0.6000 140.00 T15 37 7/8 120.00- 0.6000 0.6000 140.00 Structural Analysis Report APX Engineering Group, LLC ATU: Indrio JIFA# 10016806] Tower Section FeedLine Record No. Description Feed Line Segment Elev. K. No Ice K. Ice T15 38 7/8 120.00- 0.6000 0.6000 140.00 T16 1 15/8 100.00- 0.6000 0.6000 120.00 T16 2 15/8 100.00- 0.6000 0.6000 120.00 T16 3 15/8 100.00- 0.6000 0.6000 120.00 T16 4 3/8 100.00- 0.6000 0.6000 120.00 T16 5 7/8 100.00- 0.60DO 0.6000 120.00 T16 7 LDF2-50A (3/8 FOAM) 100.00- 0.6000 0.6000 116.00 T16 8 1518 100.00- 0.6000 0.6000 120.00 T16 9 15/8 100.00- 0.6000 0.6000 120.00 T16 to 39mm Hybrid (1.535in) 100.00- 0.6000 0.6000 120.00 T16 11 1518 100.00- 0.6000 0.6000 120.00 T16 12 7/8 100.00- 0.6000 0.6000 120.00 T16 13 LDFI-50A (114 FOAM) 100.00- 0.6000 0.6000 120.00 T16 14 15/8 100.00- 0.6000 0.6000 120.00 T16 15 5/8 100.00- 0.6000 0.6000 120.00 T16 16 5/8 100.00- 0.6000 0.6000 120.00 T16 17 LDFl-50A (1/4 FOAM) 100.00- 0.6000 0.6000 104.00 T16 18 LDF4-50A (112 FOAND 100.00- 0,6000 0.6000 120.00 T16 19 7/8 100.00- 0.6000 0.6000 120.00 T16 20 7/8 100.00- 0.6000 0.6000 120.00 T16 21 7/8 100.00- 0.6000 0.6000 120.00 T16 22 7/9 100.00- 0.6000 0.6000 120.00 T16 24 15/8 100.00- 0.6000 0.6000 120.00 T16 25 1 518 100.00- 0.6000 0.6000 120.00 T16 26 1518 100.00- 0.6000 0.6000 120.00 T16 27 15/8 100.00- 0.6000 0.6000 120.00 T16 28 15/8 100.00- 0.6000 0.6000 120.00 T16 29 1 1/4 100.00- 0.6000 0.6000 120.00 T16 30 15/8 100.00- 0.6000 0.6000 120.00 T16 31 15/8 100.00- 0.6000 0.6000 120.00 T16 32 15/8 100.00- 0.6000 0.6000 120.00 T16 33 15/8 100.00- 0.6000 0.6000 120.00 T 1 6 35 7/8 100.00- 0.6000 0.6000 120.00 T16 37 7/8 100.00- 0.6000 0.6000 120.00 Structural Analysis Repoa APX Engineering Group, LLC AT&T: Indno [FA# 100168061 Tower Section Feed Line Record No. Description Feed Line Se entElev. K. No Ice K. Ice T16 38 7/8 100.00- 0.6000 0.6000 120.00 T17 1 1 518 80.00 - 100.00 0.6000 0.6000 T17 2 15/8 80.00 - 100.00 0.6000 0.6000 T17 3 15/8 80.00 - 100.00 0.6000 0.6000 T17 4 3/8 80.00 - 100.00 0.6000 0.6000 T17 5 7/8 80.00- 100.00 0.6000 0.6000 T17 7 LD172-50A (3/8 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 8 15/8 80.00 - 100.00 0.6000 0.6000 T17 9 15/8 80.00 - 100.00 0.6000 0.6000 T17 to 39mm Hybrid (1.535in) 80.00 - 100.00 0.6000 0.6000 T17 11 1518 80.00 - 100.00 0.6000 0.6000 T17 12 7/8 80.00 - 100.00 0.6000 0.6000 T17 13 LDFI-50A (1/4 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 14 15/8 80.00 - 100.00 0.6000 0.6000 T17 15 5/8 80.00 - 100.00 0.6000 0.6000 T17 16 5/8 80.00 - 100.00 0.6000 0.6000 T17 17 LDFI-50A (1/4 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 18 LDF4-50A (1/2 FOAM) 80.00 - 100.00 0.6000 0.6000 T17 19 7/8 80.00 - 100.00 0.6000 0.6000 T17 20 7/8 80.00 - 100.00 0.6000 0.6000 T17 21 7/8 80.00 - 100.00 0.6000 0.6000 T17 22 7/9 80.00 - 100.00 0.6000 0.6000 T17 23 LDF4-50A (1/2 FOAM) 80.00 - 97.00 0.6DOO 0.6000 T17 24 15/8 80.00 - 100.00 0.6000 0.6000 T17 25 15/8 80.00 - 100.00 0.6000 0.6000 T17 26 15/8 80.00 - 100.00 0.6000 0.6000 T17 27 1518 80.00 - 100.00 0.6000 0.6000 T17 28 15/8 80.00 - 100.00 0.6000 0.6000 T17 29 1 1/4 80.00 - 100.00 0.6000 0.6000 T17 30 15/8 80.00 - 100.00 0.6000 0.000 T17 31 15/8 80.00 - 100.00 0.6000 0.6000 T17 32 1 5/8 80.00 - 100.00 . 0.6000 0.6000 T17 33 1 518 80.00 - 100.00 0.6000 0.6000 T17 35 7/8 80.00 - 100.00 0.6000 0.6000 T17 37 7/8 80.00 - 100.00 0.6000 0.6000 T17 38 7/8 80.00 - 100.00 0.6000 0.6000 T18 1 15/8 60.00 - 80.00 0.6000 0.6000 T18 2 15/8 60.00 - 80.00 0.6000 0.6000 T18 3 15/8 60.00 - 80.00 0.6000 0.6000 T18 4 3/8 60.00 - 80.00 0.6000 0.6000 T18 5 7/8 60.00 - 80.00 0.6000 0.6000 T18 7 LDF2-50A (3/8 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 8 15/8 60.00 - 80.00 0.6000 0.6000 T18 9 15/8 60.00 - 80.00 0.6000 0.6000 T18 10 39= Hybrid (1.535in) 60.00 - 80.00 0.6000 0.6000 T18 11 1518 60.00 - 80.00 0.6000 0.6000 T18 12 7/8 60.00 - 80.00 0.6000 0.6000 T18 13 LDFI-50A (1/4 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 14 15/8 60.00 - 80.00 0.6000 0.6000 THI 15 5/8 60.00 - 80.00 0.6000 0.6DOO T18 16 5/8 60.00 - 80.00 0.6000 0.6000 TIS 17 LDFI-50A (1/4 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 18 LDF4-50A (112 FOAM) 60.00 - 80.00 0.6000 0.6000 T18 19 7/8 60.00 - 80.00 0.6000 0.6000 T18 20 7/8 60.00 - 80.00 0.6000 0.6000 T18 21 7/8 60.00 - 80.00 0.6000 0.6000 T18 22 7/8 60.00 - 80.00 0.6000 0.6000 T18 23 LDF4-50A (1/2 FOAM) 60.00 - 80.00 0.6000 0.6000 TI8 24 1518 60.00 - 80.00 0.6000 0.6000 T18 25 15/8 60.00 - 80.00 0.6000 0.6000 T18 26 15/8 60.00 - 80.00 0.6000 0.6000 T18 27 15/8 60.00 - 80.00 0.6000 0.6000 T18 28 15/8 60.00 - 80.00 0.6000 0.6000 T18 29 1 114 60.00 - 80.00 0.6000 0.6000 T18 30 15/8 60.00 - 80.00 0.6000 0.6000 T18 31 15/8 60.00 - 80.00 0.6000 0.6000 T18 32 15/81 60.00 - 80.001 0.60001 0.60001 Structural Analysis Report APX Engineering Group, LLC ATU: Indrio [FA# 10016806] Tower Secfion Feed Line Record Aro. Description Feed Line K. Aro ice r� Ice T18 33 15/8 60.00 - 80.00 0.6000 0.6000 T18 35 7/8 60.00 - 80.00 0.6000 0.6000 T18 37 7/8 60.00 - 80.00 0.6000 0.6000 T18 38 7/8 60.00 - 80.00 0.6000 0.6000 T19 1 15/8 40.00 - 60.00 0.6000 0.6000 T19 2 15/8 40.00 - 60.00 0.6000 0.6000 T19 3 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 4 3/8 40.00 - 60.00 0.6000 0.6000 T19 5 7/8 40.00 - 60.00 0.6000 0.6000 T19 7 LDF2-50A (318 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 8 1518 40.00 - 60.00 0.6000 0.6000 T19 9 15/8 40.00 - 60.00 0.6000 0.6000 T19 10 39mm Hybrid (1.535in) 40.00 - 60.00 0.6000 0.6000 T19 11 15/8 40.00 - 60.00 0.6000 0.6000 T19 12 7/8 40.00 - 60.00 0.6000 0.6000 T19 13 LDFI-50A (114 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 14 15/8 40.00 - 60.00 0.6000 0.6000 T19 15 5/8 40.00 - 60.00 0.6000 0.6000 T19 16 5/8 40.00 - 60.00 0.6000 0.6000 T19 17 LDFI-50A (114 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 18 LDF4-50A (1/2 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 19 7/8 40.00 - 60.00 0.6000 0.6000 T19 20 7/8 40.00 - 60.00 0.6000 0.6000 T19 21 7/8 40.00 - 60.00 0.6000 0.6000 T19 22 7/8 40.00 - 60.00 0.6000 0.6000 T19 23 LDF4�50A (1/2 FOAM) 40.00 - 60.00 0.6000 0.6000 T19 24 15/8 40.00 - 60.00 0.6000 0.6000 T19 25 15/8 40.00 - 60.00 0.6000 0.6000 T19 26 1518 40.00 - 60.00 0.6000 0.6000 T19 27 15/8 40.00 - 60.00 0.6000 0.6000 T19 28 15/8 40.00 - 60.00 0.6000 0.6000 T19 29 11/4 40.00 - 60.00 0.6000 0.6000 T19 30 15/8 40.00 - 60.00 0.6000 0.6000 T19 31 1518 40.00 - 60.00 0.6000 0.6000 T19 32 15/8 40.00 - 60.00 0.6000 0.6000 T19 33 1 5/8 40.00 - 60.00 0.6000 0.6000 T19 35 7/8 40.00 - 60.00 0.6000 0.6000 T19 37 7/8 40.00 - 60.00 0.6000 0.6000 T19 38 7/8 40.00 - 60.00 0.6000 0.6000 T20 1 15/8 20.00 - 40.00 0.6000 0.6000 T'2 0 2 1518 20.00 -40.00 0.6000 0.6000 T20 3 15/8 20.W - 40.00 0.6000 0.6000 T20 4 3/S 20.00 - 40.00 0.6000 0.6000 720 5 7/8 20.00 - 40.00 0.6000 0.6000 T20 7 LDF2-50A (3/8 FOAM) 20.00 - 40.00 0.6000 0.6000 120 8 1518 20.00 -40.00 0.6000 0.6000 T20 9 15/8 20.00 - 40.00 0.6000 0.6000 170 10 39mm Hybrid (1.535in) 20.00 -40.00 0.6000 0.6000 T2 0 11 1518 20.00 -40.00 0.6000 0.6000 T70 12 7/8 20.00 - 40.00 0.6000 0.6000 T20 13 LDFI-50A (1/4 FOAM) 20.00 - 40.00 0.6000 0.6000 T'20 14 15/8 20.00 - 40.00 0.6000 0.6000 T20 15 5/8 20.00 - 40.00 0.6000 0.6000 T20 16 5/8 20.00 - 40M 0.6000 0.6000 T20 17 LDFI-50A (114 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 18 LDF4-50A (1/2 FOAM) 20.00 -40.00 0.6000 0.6000 T20 19 7/8 20.00 - 40.00 0.6000 0.6000 T20 20 7/8 20.00 - 40.00 0.6000 0.6000 T70 21 7/8 20.00 -40.00 0.6000 0.6000 T20 22 718 20.00 - 40.00 0.6000 0.6000 T70 23 LDF4-50A (1/2 FOAM) 20.00 - 40.00 0.6000 0.6000 T20 24 15/8 20.00 - 40.00 0.6000 0.6000 T20 25 1518 20.00 - 40.00 0.6000 0.6000 T20 26 15/8 20.00 -40.00 0.6000 0.6000 120 27 1518 20.00 - 40.00 0.6000 0.6000 720 28 15/8 20.00 - 40.00 0.6000 0.6000 T20 29 1 1/4 20.00 - 40.00 0.6000 0.6000 T20 30 15/81 20.W - 40.001 0.60001 0.60001 StruGtural Analysis Reporl APX Engineering Group, LLC m ojj'dnojE) bu.ugOuIBU3 XdV 00090 0009,0 L9'V - 00*0 8/5 1 8z ZZI 0009*0 0009,0 L91, - 00'0 819 1 LZ ZZL OD09'0 0009,0 L91, - 00,0 8/5 1 9z ZZI ODOTO 0009,0 LTV - 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L9'V 8/5 1 11 1 Z.L 0009,0 0009*0 00'OZ - Mt (UM5* 1) PRqAH U-6E 01 1 ZIL 0009,0 0009,0 00,0Z - Mv 8/s 1 6 IZL 0009,0 0009*0 DOW - Mt 8/91 8 1 Z.L ODOTO 0009,0 00'OZ - L911 MV03 8/0 V09-ZqGI L lZI 0009,0 0009,0 00'OZ - L91, 8/4 9 1 ZIL 0009*0 OD09'0 00'OZ - L91, SIE v I ZI 0009,0 OD09'0 00*OZ - L9*11 8/9 1 E lZI 0009,0 0009,0 00*OZ - L911 8/5 1 z I ZI 000TO 000TO 00'OZ - L9'11 8/91 1 lZI 00()9'0 0009,0 WWI - DOW 81L 8E OZI 0009*0 0009*0 00,0t, - 00,0Z 81L LE 07-L 0009,0 0009,0 WWI - 00'OZ 8/L 5c OZIL 0009,0 0009,0 00'01, - 00'OZ 8/9 1 EE 07-L 0009*0 000TO 00*01, - 00'OZ 8/9 1 ZE OZIL liodeN qsAleuV leinpnilS 19099LOOL #VA oupul:isiv ATU: Indrio [FA# 100168061 Structural Analysis Report Tower Section Line Record Va. Description Feed Line Seamen(Elev. K. No ice & ice U2 29 1 1/4 0.00-4.67 0.6000 0.6000 T'22 30 1 5/8 0.00-4.67 0.6000 0.6000 T22 31 15/8 0.00-4.67 0.6000 0.6000 '122 32 15/8 0.00-4.67 0.6000 0.6000 '122 33 15/8 0.00-4.67 0.6000 0.6000 722 35 7/8 0.00-4.67 0.6000 0.6000 T22 37 7/8 0.00-4.67 0.6000 0.6000 T22 38 7/8, 0.00-4.67, 0.6000, 0.6000 Ditcrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ft, K Flash Beacon Lighting C None 0.0000 480.00 No Ice 2.45 2.45 0.04 DB224-E C From Leg 3.00 0.0000 442.00 No Ice 4.50 4.50 0.04 0.00 0.00 Standoff 2' C None 0.0000 442.00 No Ice 0.30 0.30 0.01 Dipole 10' A From Leg 1.00 0.0000 441.50 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff V A None 0.0000 441.50 No Ice 0.13 0.13 0.01 Dipole 10' C From Leg 1.00 0.0000 422.50 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff 11 C None 0.0000 422.50 No Ice 0.13 0.13 0.01 Omni 10'by 3" B From Leg 5.00 0.0000 410.00 No Ice 2.00 2.00 0.04 0.00 0.00 Standoff 5' B None 0.0000 410.00 No Ice 0.79 0.79 0.02 Dipole 10' A From Leg 1.00 0.0000 406.00 No Ice 11.11 5.00 0.03 0.00 0.00 Standoff V A None 0.0000 406.00 No Ice 0.13 0.13 0.01 8-Bay Dipole B From Leg 2.00 0.0000 373.00 No Ice 5.40 5AO 0.08 0.00 0.00 Standoff 2' B None 0.0000 373.00 No Ice 0.30 0.30 0.01 4-Bay Dipole C From Leg 2.00 0.0000 370.50 No Ice 4.00 4.00 0.05 0.00 0.00 Standoff 2' C None 0.0000 370.50 No Ice 0.30 0.30 0.01 Omni 4'by 1.5" w/Pipe C From Leg 5.00 0.0000 356.00 No Ice 0.60 0.60 0.02 Mount 0.00 0.00 Standoff 5' C None 0.0000 356.00 No Ice 0.79 0.79 0.02 Omni 12'by 3" A From Leg 1.00 0.0000 350.00 No Ice 3.60 3.60 0.03 0.00 0.00 Standoff P A None 0.0000 350.00 No Ice 0.13 0.13 0.01 DB224-C B Fmm Leg 3.00 0.0000 350.00 No Ice 4.25 4.25 0.04 0.00 0.00 Standoff 3' B From Leg 0.00 0.0000 350.00 No fee 0.52 0.52 0.02 0.00 0.00 APX Engineering Group, LLC AT&T: Indrio [FA# 100168061 Structural Analysis Report Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Typ e Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ftz' K ft It DB224-C C From Leg 3.00 0.0000 350.00 No lee 425 4.25 0.04 0.00 0.00 Standoff 3' C From Leg 0.00 0.0000 350.00 No Ice 0.52 0.52 0.02 0.00 0.00 Omni 12'by 4" A From Leg 1.00 0.0000 337.00 No Ice 4.80 4.80 0.08 0.00 0.00 Standoff V A None 0.0000 337.00 No Ice 0.13 0.13 0.01 R55247 B From Leg 2.00 0.0000 317.00 No Ice 16.88 16.88 0.20 0.00 0.00 Standoff 2' B None 0.0000 317.00 No Ice 0.30 0.30 0.01 Marker Light B None 0.0000 242.00 No fee 0.80 0.80 0.03 (2) 6'Yagi **0. B None 0.0000 287.50 No lee 1.50 1.50 0.03 (2) ANP 1;-60-2 A From Face 3.00 0.0000 230.00 No Ice 4.86 3.40 0.02 0.00 0.00 (2) AXP 19-60-2 B From Face 3.00 0.0000 230.00 No fee 4.86 3.40 0.02 0.00 0.00 (2) AXP 19-60-2 C From Face 3.00 0.0000 230.00 No Ice 4.86 3.40 0.02 0.00 0.00 X7-665 A From Face 3.00 0.0000 230.00 No Ice 8.75 6.71 0.06 0.00 - 0.00 X7-665 B From Face 3.00 0.0000 230.00 No Ice 8.75 6.71 0.06 0.00 0.00 X7-665 C From Face 3.00 0.0000 230.00 No Ice 8.75 6.71 0.06 0.00 0.00 Sector Mount [SMI 04-3] A None 0.0000 230.00 No fee 30.02 30.02 0.95 APXV18-206517S-C-A20 w/ A From Face 5.00 0.0000 215.00 No Ice 5.64 4.94 0.06 Pipe 0.00 0.00 APXV18-206517S-C-A20 w/ B Frm Face 5.00 0.0000 215.00 No Ice 5.64 4.94 0.06 Pipe 0.00 0.00 APXVI 8-206517S-C-A20 w/ C From Face 5.00 0.0000 215.00 No fee 5.64 4.94 0.06 Pipe 0.00 0.00 (2)APX17DWV-17DWV-S- A From Face 5.00 0.0000 215.00 No Ice 9.68 5.00 0.05 E-A20 0.00 0.00 (2)APX17DWV-17DWV-S- B From Face 5.00 0.0000 215.00 No Ice 9.68 5.00 0.05 E-A20 0.00 0.00 (2) APX17DVrV-17DWV-S- C From Face 5.00 0.0000 215.00 No Ice 9.68 5.00 0.05 E-A20 0.00 0.00 FRIG (FLF Module) A From Face 2.00 0.0000 215.00 No Ice 2.98 1.02 0.05 0.00 0.00 FRIG (RF Module) B From Face 2.00 0.0000 215.00 No Ice 2.98 1.02 0.05 0.00 0.00 FRIG (FLF Module) C From Face 2.00 0.0000 215.00 No Ice 2.98 1.02 0.05 0.00 APX Engineering Group, LLC AT&T: Indrio JFA# 10016806] Structural Analysis Report Description Face Offset Offsets: Azimuth Placement C�AA CAAA Weight or 7�pe Hort Adjustment Front Side Leg Lateral Vert ft ft ft, fit K ft ft 0.00 FX� (RF Module) A From Face 2.00 0.0000 215.00 No Ice 4.17 1.12 0.06 0.00 0.00 FX� (RF Module) B From Face 2.00 0.0000 215.00 No Ice 4.17 1.12 0.06 0.00 0.00 FX� (RF Module) C From Face 2.00 0.0000 215.00 No Ice 4.17 1.12 0.06 0.00 0.00 (2)ATMAP1412D-IA20 A From Face 5.00 0.0000 215.00 No Ice 1.17 OA7 0.01 (TMA) 0.00 0.00 (2)ATMAP1412D-IA20 B From Face 5.00 0.0000 215.00 No Ice 1.17 0.47 0.01 (TMA) 0.00 0.00 (2)ATMAP1412D-IA20 C From Face 5.00 0.0000 215.00 No Ice 1.17 0.47 0.01 (TMA) 0.00 0.00 ASU9338TYPO I (RNSNDC- C From Face 2.00 0.0000 215.00 No Ice 2.96 1.08 0.02 777 I-PF-48) (COVP High) 0.00 0.00 Sector Mount [SM104-31 A None 0.0000 215.00 No Ice 30.02 30.02 0.95 (3) SBNHH-ID85B A From Face 3.00 0.0000 208.00 No Ice 8.43 5.42 0.06 0.00 0.00 (3) SBNHH-ID85B B From Face 3.00 0.0000 208.00 No Ice 8.43 5.42 0.06 0.00 0.00 (3) SBNHH-ID85B C From Face 3.00 0.0000 208.00 No Ice 8.43 5.42 0.06 0.00 0.00 (2) RRUS-32 (side) A From Face 3.00 0.0000 208.00 No Ice 2.88 3.87 0.08 0.00 0.00 (2) RRUS-32 (side) B Fmm Face 3.00 0.0000 208.00 No Ice 2.88 3.87 0.08 0.00 0.00 (2) RRUS-32 (side) C From Face 3.00 0.0000 208.00 No Ice 2.88 3.87 0.08 0.00 0.00 RRUS-I I (side) A From Face 3.00 0.0000 208.00 No Ice 1.52 2.94 0.05 0.00 0.00 RRUS-I I (side) B From Face 3.00 0.0000 208.00 No Ice 1.52 2.94 0.05 0.00 0.00 RRUS-I I (side) C From Face 3.00 0.0000 208.00 No Ice 1.52 2.94 0.05 0.00 0.00 Raycap DC6-48-60-18-8F A From Face 3.00 0.0000 208.00 No Ice 1.47 1.47 0.03 0.00 0.00 Raycap DC648-60-18-8C B From Face 3.00 0.0000 208.00 No Ice 1.47 1.47 0.03 0.00 0.00 Raycap DC6-48-60-18-8C C From Face 3.00 0.0000 208.00 No Ice IA7 1.47 0.03 0.00 0.00 Sector Mount (SM 1304-3] C None 0.0000 208.00 No Ice 51.00 51.00 1.56 APXV9ERRI8-C A From Leg 4.00 0.0000 175.00 No Ice 8.26 5.28 0.06 APX Engineering Group, LLC M AT&T: Indrio [FA# 10016806] Structural Analysis Report Description Face Offset Offsets: Azimuth Placement C4AA CAAA Weight or 7�pe Horz Adjustment Front Side Leg Lateral Vert o ft ft2 112 K ft 0.00 0.00 APXV9EP,R18-C B From Leg 4.00 0.0000 175.00 No lee 826 528 0.06 0.00 0.00 APXV9ERR18-C C Frem Leg 4.00 0.0000 175.00 No lee 826 528 0.06 0.00 0.00 (3) ACU-A20-N (RET) A From Leg 4.00 0.0000 175.00 No Ice 0.08 0.14 0.00 0.00 0.00 (3) ACU-A20-N (RET) B From Leg 4.00 0.0wo 175.00 No Ice 0.08 0.14 0.00 0.00 0.00 (3) ACU-A20-N (FLET) C From Leg 4.00 0.0000 175.00 No Ice 0.08 0.14 0.00 0.00 0.00 (2) PRUS-I 1 (2, stacked) A Ftom Leg 4.00 0.0000 175.00 No lee 2.94 3.04 0.11 0.00 0.00 (2) PRUS-I 1 (2, stacked) B Fwm Leg 4.00 0.0000 175.00 No Ice 2.94 3.04 0.11 0.00 0.00 (2) RRUS-1 1 (2, stacked) C Ftent Leg 4.00 0.0000 175.00 No Ice 2.94 3.04 0.11 0.00 0.00 RRUS-A2 Module (side) A From Leg 4.00 0.0000 175.00 No Ice 0.50 1.87 0.02 0.00 -- - - 0.00 RRUS-A2 Module (side) B Fwax Leg 4.00 0.0000 175.00 No Ice 0.50 1.87 0.02 0.00 0.00 RRUS-A2 Module (side) C From Leg 4.00 0.0000 175.00 No Ice 0.50 1.87 0.02 0.00 0.00 IBC1900HG-1 (Combiner) A From Leg 4.00 0.0000 175.00 No Ice 1.38 0.41 0.02 0.00 0.00 EBC1900HG-1 (Combiner) B Fmm Leg 4.00 0.0000 175.00 No Ice 1.38 0.41 0.02 0.00 0.00 EBC1900HG-1 (Combiner) C Fmm Leg 4.00 0.0000 175.00 No Ice 1.38 0.41 0.02 0.00 0.00 800 STAR Filter A Front Leg 4.00 0.0000 175.00 No Ice 0.30 0.84 0.02 0.00 0.00 800 SMR Filter B From Leg 4.00 0.0000 175.00 No Ice 0.30 0.84 0.02 0.00 0.00 800 SMR lzilt� C Fmat Leg 4.00 0.0000 175.00 No Ice 0.30 0.84 0.02 0.00 0.00 Sector Mount [SM701-3] A None 0.0000 175.00 No Ice 19.73 19.73 0.82 ;*Y*a*g*i C Freat Leg 2.00 0.0000 116.50 No lee 0.60 0.60 0.02 0.00 0.00 Standoff2' C From Leg 0.00 0.0000 116.50 No Ice 0.30 0.30 0.01 0.00 0.00 IGOA-4F-HW A From Leg 0.00 Uwo 425.00 No Ice 8.70 15.80 0.10 0.00 APX Engineering Group, LLC� AT&T: Indric, [FA# 100168061 Structural Analysis Report Description Face Offset Offsets: Azimuth Placement CAAA C4AA Weight or 7�pe Hom Adjustment Front Side Leg Lateral Vert ft G ft fi2 ft2 K CL-FMP X From Leg 0.00 0.0000 375.00 No Ice 3.54 4.82 0.02 0.00 0.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type 4pe Horz Adjustment Beam Diameter Area Leg Lateral Width Vert it it ft it, K GP617-21A B Grid From 0.00 0.0000 104.50 6.00 No Ice 28.30 0.20 Leg 0.00 0.00 GP6F-21A B Grid From 0.00 0.0000 97.50 6.00 No Ice 28.30 0.20 Leg 0.00 0.00 Fored.T6tals (Pbes.not,include forces on gu - ys) Load Case Vertical Forces K Sum of Forces x K Sum of ree Forces Z Z K K Sum of Torques kip-_ft Leg Weight 20.10M Bracing Weight 10.93 Total Member Self -Weight 31.03 M Guy Weight 11.99 Total Weight 67.40 Wind 0 deg - No Ice -0.04 -8001 -80.01 -2.53 Wind 30 deg - No Ice 40.98 -70.81 -3.96 Wind 60 deg - No Ice 73.71 -42.46 -3.28 Wind 90 deg - No Ice 85.80 0.04 -1.54 Wind 120 deg - No Ice 75.42 43.57 023 Wind 150 deg - No Ice 40.94 70.87 1.43 Wind 180 deg - No Ice 0.10 79.42 2.58 Wind 210 deg - No Ice -40.80 70.91 3.96 Wind 240 deg - No ke -74.19 42.81 3.24 Wind 270 deg - No Ice -85.80 0.02 1.39 Wind 300 deg - No Ice -74.78 -43.20 -0.24 Wind 330 deg - No Ice -40.89 -70.90 -1.29 Total Weight 67.40 Wind 0 deg - Service -0.01 -18.73 -0.59 Wind 30 deg - Service 9.59 -16.58 -0.93 Wind 60 deg - Service 17.26 -9.94 -0.77 Wind 90 deg - Service 20.09 0.01 -0.36 Wind 120 deg - Service 17.66 10.20 0.05 Wind 150 deg - Service 9.59 16.59 0.33 Wind 180 deg - Service 0. 0.60 Wind 2 10 deg - Service -9.55 16.60 0.93 Wind 240 deg - Service -17.37 10.02 0.76 Wind 270 deg - Service -20.09 0.01 0.33 APX Engineering Group, LLC AT&T: Inddo [FA# 100168061 Structural Analysis Report Load Vertical Sum of Sum of Sum of Torques case Forces Forces Forces x Z K K K kib-ft 1 Wind 300 deg - Service -0.06 Wind 330 deg - Service -9 7 -16:60 -0.30 66- bifielifio 71 dt6m Comb. Description 2 1.2 Dmd+1.6 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy 4 1.2 Dead+1.6 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dmd+1.6 Wind 120 deg - No Ice+1.0 Guy 7 1.2 Dmd+1.6 Wind 150 deg - No Ice+1.0 Guy 8 1.2 D�d+1.6 Wind 180 deg - No Ice+1.0 Guy 9 1.2 Detid+1.6 Wind 2 10 deg - No Ice+1.0 Guy 10 12 Dead+1.6 Wind 240 deg - No Ice+1.0 Guy 11 12 Deadi-1.6 Wind 270 deg - No Ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg - No Ice+1.0 Guy 14 Dmd+Wmd 0 deg - Service+Guy 15 Dmd+Wind 30 deg - Service+Guy 16 Dmd+Wind 60 deg - Service+Guy 17 D�d+Wind 90 deg - Service+Guy - 18 Dmd+Wind 120 deg - Seryice+Guy ig be�ie+windm deg - seivice-Guy 20 D�d+Wind 180 deg - Service -Guy 21 Derid+Wind 2 10 deg - Service+Guy 22 Dmd+Wind 240 deg - Service+Guy 23 Dmd+Wmd 270 deg - Service -Guy 24 Dead+Wind 300 deg - Service+Guy 25 Dead+Wmd 330 deg - Service+,Guy _,,____MaxiffiUffi Reactions-__,". Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Mast Mtot. Vert 2 384.10 -0.07 3.46 M�. H� 12 335.88 5.08 2.94 Mm. H� 2 384.10 -0.07 3.46 M". M. 1 0.00 -0.04 -0.01 M�. M� 1 0.00 -0.04 -0.01 Max. Torsion 2 2-25 -0.07 3.46 Min. Vert 1 180.82 -0.04 -0.01 Min. H� 4 335.91 -5.20 3.00 Min. H. 8 335.96 -0.01 -5.98 Min. M. 1 0.00 -0.04 -0.01 Min. tvt� 1 0.00 -0.04 -0.01 Min. Torsion 8 -2.55 -0.01 -5.98 Guy C @ 250 ft Mm. Vert 10 -17.76 -7.64 4AI Elev 0 ft Azirnuth 240 deg Mu. H� 10 -17.76 -7.64 4.41 Mtut. H� 3 -166.39 -164.04 99.58 Min. Vert 4 -168.60 -166.61 96.21 Min. H. 5 -166.38 -168.95 92.69 Min. H. 10 -17.76 -7.64 4.41 APX Engineering Group, LLC , I ATU: Indrio [FA# 10016806] Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Elev 0 ft Azimuth 120 deg Max. H� 11 -166.39 169.01 92.71 Matt. % 13 -166.42 164.84 100.04 Min. Vert 12 -168.51 166.97 96.40 Min. H� 6 -17.83 7.67 4A3 Min. H� 6 -17.83 7.67 4.43 Guy A @ 250 ft Max. Vert 2 -17.76 -0.00 -8.82 Elev 0 ft Azmmth 0 deg Mm. H� 11 -95.59 8.62 -104.03 Max. % 2 -17.76 -0.00 -8.82 Min. Vert 8 -168.65 0.00 -192.47 Min. H� 5 -95.29 -8.62 -104.09 Min. H. 7 -166.44 -4.21 -192.73 Structural Analysis Report Tower, Mast Remction Suminark Load Vertical Shear. Shear�. Overturning Overturting Torque Combination moment, M. Moment, A4 K K K kip-ft kh,-J? kin-ft De;u! Only 180.82 0.04 0.01 0.00 0.00 0.00 1.2 Dwd+1.6 Wind 0 deg - No 394.10 0.07 -3.46 0.00 0.00 -2.25 Ice+1.0 Guy 1.2 Dead+1.6 Wind 30 deg - No 364.45 3.13 -3.32 0.00 0.00 -2.25 Ice+1.0 Guy 1.2 Dead+1.6 Wind 60 deg - No 335.91 5.20 -3.00 0.00 0.00 -2.13 Ice+1.0 Guy 1.2 Dead+1.6 Wind 90 deg - No 364.46 4.39 -1.03 0.00 0.00 -1.07 Ice+1.0 Guy 1.2 Dead+1.6 Wind 120 deg - 383.94 2.99 1.71 0.00 0.00 0.79 No Ice+1.0 Guy 1.2 Dead4-1.6 Wind 150 deg - 364.50 1.31 4.30 0.00 0.00 2.27 No Ice+1.0 Gay 1.2 Dmd+1.6 Wind 180 deg - 335.96 0.01 5.98 0.00 0.00 2.55 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg - 364.44 -1.30 4.36 0.00 0.00 2.24 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 240 deg - 384.05 -2.96 1.77 0.00 0.00 1.87 No lce+1.0 Guy 1.2 Dead+1.6 Wind 270 deg - 364.70 -4.29 -1.00 0.00 0.00 1.02 No Ice+1.0 Guy 1:2 Dead+1.6 Wind 300 deg - 335.88 -5.08 -2.94 0.00 0.00 -0.90 No Ice+1.0 Guy 1.2 Dead+-1.6 Wind 330 deg - 364.75 -3.00 .3.23 0.00 0.00 -2.21 No rce+l.o Guy Dead+Wind 0 deg - 195.05 0.04 -1.17 0.00 0.00 -0.45 Scrvicc-�6uy Dmd+Wind 3 0 deg - 194.99 0.61 -0.99 0.00 0.00 -0.42 Senice+Guy Dead+Wind 60 deg - 185.07 1.05 -0.57 0.00 0.00 -0.39 Scrvice+Guy Dwd+Wmd 90 deg - 185.01 1.19 0.02 0.00 0.00 -0.23 Service+6uy Dmd+Wind 120 deg - 185.07 1.06 0.60 0.00 0.00 0.16 Service+6uy Dmd+Wind 150 deg - 185.01 0.62 1.00 0.00 0.00 0.46 Service+Guy Dmd+Wind 180 deg - 185.07 0.04 1.18 0.00 0.00 0.45 Service+Guy Dwd+Wind 210 deg - 185.00 -0.54 1.01 0.00 0.00 0.42 Service+Guy APX Engineering Group, LC AT&T: Indrio [FA# 10016806] Structural Analysis Report Load Vertical Shear. Shew� Overturning Overturning Torque Combination Moment, M. Moment, X. K K K kin-ft kio-ft kfp-fi Dead+Wind 240 deg - 185.05 -0.98 0.61 0.00 0.00 0.38 Service+Guy Dead+Wind 270 deg - 185.01 -1.11 0.02 0.00 0.00 0.21 Service+Guy D�d+Wind 300 deg - 185.08 -0.96 -0.57 0.00 0.00 -0.16 Service+Guy Dead+Wind 330 deg - 185.01 -0.52 -0.99 0.00 0.00 -0.44 Service+Guy 's6lutloh Su m---mary,-,,, Sum ofApplied Forces Sam ofReactions Load PX Py PZ PX Py PZ % Error Comb. K K K K K K 1 0.00 -67.40 0.00 0.00 67.39 0.00 0.002% 2 -0.07 -79.88 -172.73 0.07 79.88 172.71 0.010% 3 85.05 -78.48 -147.05 -85.06 78.48 147.03 0.008% 4 148.79 -77.08 -85.75 -148.80 77.08 85.75 0.007% 5 170.47 -78.48 0.07 -170.46 78.48 -0.06 0.008% 6 149.98 -79.88 86.63 -149.97 79.88 -86.62 0.009% 7 85.30 -78.48 147.66 -85-28 78.48 -147.66 0.008% 8 0.16 -77.08 171.79 -0.17 77.08 -171.80 0.007% 9 -84.77 -78.48 14721 84.75 78.48 -147.21 0.008% 10 -149.56 -79.88 86.31 149.54 79.88 -86.30 0.010% 11 -170.47 -78.48 0.03 170.46 78.48 -0.02 0.008% 12 -148.96 -77.08 -86.04 148.97 77.08 86.05 0.006% 13 -85.21 -78.48 -147.72 85.21 78.48 147.70 0.008% 14 -0.01 -67.60 -25.28 0.01 67.60 25.28 0.001% 15 12.45- ---67.40 -21.52 --12.44 67.40 21.52- 0.001%�- - 16 21.77 -67.19 -12.55 -21.77 67.19 12.55 0.001% 17 24.95 -67.40 0.01 -24.95 67.40 -0.01 0.001% 18 21.95 -67.60 12.68 -21.95 67.60 -12.68 0.001% 19 12.48 -67.40 21.61 -12A8 67.40 -21.61 0.001% 20 0.02 -67.19 25.14 -0.02 67.19 -25.14 0.001% 21 -12.40 -67.40 21.54 12.40 67.40 -21.54 0.001% 22 -21.89 -67.60 12.63 21.89 67.60 42.63 0.001% 23 -24.95 -67.40 0.01 24.95 67.40 -0.01 0.001% 24 .21.80 -67.19 -12.59 21.80 67.19 12.59 0.002% 25 -12.47 -67.40 -21.62 12.47 67.40 21.62 0.001% -Non-Linear Conver&nce'Resuft, APX Engineering Group, LLC M DII'dnojE) 6UP884u] XdV U01ma.L 3101] I A 8ZVO I Coz Ls's 5 o5z9*0 xszcv gal ON 911 U019=1 110EI I A 9MO IL'OZ t6*9 9 ogz9,o XSZEV 221 091 fll. 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UOTMO.L lJos 1 96 I'll I Coz 9011 9 o9z9,o xgzcv 201 09C f.L U01=1 )JOE I 'A E6 I'll I COZ 66'E 9 o5z9,o xszcv Dal 08E ZIL U01=1 110EI I 'A C6 I'll ICOZ oo*t 9 o5z9,o XsUV Dal 00t, I'L Dal U01.maj 1102 1 A OLF0 IL'OZ 19*E 5 o5z9,o NsZEV olod paowl o" El Uol=.L 1109 1 004 680'0 ICOZ t8,l 5 o;z9,o XSZEV alod F9311IL-1 09t, n gal uOIsw,L NOE I A 0'0" IL-OZ 00,0 5 UZ9,0 xgzcv alod P20.111ul 08t III N alqvmolIV N 1109 YIIO9 ki if OPvd PV07 PD07 JadPD07 fo apvjo ad�L 'ON vidalidD aIqvAoIIv OWU alqvmollV =tkt=N jaqmnN a;,S;jog 1log ivauodwoo UOYV�1.7 uo_uoas Ir upised we -- I pode'd sishleuV leinjonilS S4610000'0 10000000,0 9z SOA �z os9z0000,o 106t,1000'0 9z SOA tz IW0000'0 10000000,0 9z SOA cz EZ810000*0 10000000,0 oz SaA zz 91oz0000,o 9socl000,o 9z SOA iz 68IZ0000'0 06611000'0 LZ SaA oz ZZOZ0000,0 Z1,10000,0 9z SDA 61 00610000'0 10000000,0 oz SOA 81 MZ0000,0 gilZE1000*0 9z saA Ll 660Z0000'O 5voZ1000*0 LZ SOA 91 ZZOZ0000,0 660EI000*0 9z "A 91 EZ810000*0 10000000*0 oz SOA ill 6Z6LODOO'O U80000,0 19 S2A El ZL901000*0 061CIOOO'O LZ SOA ZI 49610DOO'O 9160000'0 19 soA 11 Z1860D00*0 MV1000'0 19 S2A 01 U180000,0 091VI000,0 19 SaA 6 6"60000'0 LEM000'O 8z soA 8 SSUOD00,0 i1t8clooffo 19 S2A L Z9960000'0 ortti000,o 19 sa'k 9 LL8L0000*0 6L8Cl000'0 19 %A 9 66L60000'0 C96fl000'0 8z sa'k v 9ZI80000*0 091fl000,o 19 nA f 68L60000'0 Et9vl000,o 19 saA z ME0000*0 10000000,0 01 %A I aouvialog Wundalol salolf3io uoyvUIqwo3 aojod juawaovIdpq jaqwnN 1pa2da-00 PV07 1908mm #VA oupunviv AT&T: Indrio [FA# 10016806] Structural Analysis Report Section Elevahon Component Bolt Bolt Size Number Madmum Allowable Ratio Allowable Criteria NO. 7�pe Grade Of Loadper Load load Ratio in Bolts Bolt K Allowable K T16 120 Leg A325X 0.6250 5 9.27 20.71 0.448 Bolt Tension T17 100 Leg A325X 0.6250 5 10.90 20.71 0.526 Bolt Tension T18 80 Leg A325X 0.6250 5 9.43 20.71 0.455 1 Bolt Tension T19 60 Leg A325X 0.6250 5 10.03 20.71 0.494 1 BoIt Tension T20 40 Leg A325X 0.6250 5 11.88 20.71 0.574 1 Bolt Tension 721 20 Leg A325X 0.6250 5 11.23 20.71 0.542 1 Bolt Tension T22 4.66667 Leg A325X 0.6250 5 8.73 9.82 0.889 Boh Tension Guy.Desi§n Datzi Section Elevation size Initial Breaking No. Tension Load Actual T. Allowable �T. Required Actual S.F. S.F. . 11 . � - - I.- ..- 1391 Or 13/16 BS 8.00 80.00 34.29 48.00 1.000 1.400 V 440.13 (C) 13/16 BS 8.00 80.00 34.53 48.00 1.000 (1585) 1.390 TI 39725 (A) 11/16 EHS 5.00 50.00 21.45 30.00 1.000 PO' (1606) 1.399 -397.25 (A) 11116 EHS -5.00-- 50.00 -21.29- 30.00 -1-000- -1.409 (1607) 397.25 (B) 11/16 EHS 5.00 50.00 21.18 30.00 1.000 (1600) 1.416 397.25 (B) 11/16 EHS 5.00 50.00 21.38 30.00 1.000 (1601) IA03 39725 (C) 11/16 EHS 5.00 50.00 21.42 30.00 1.000 100' (1591) 1AO0 39715 (C) 11/16 EHS 5.00 50.00 21.36 30.00 1.000 600' (1592) 1AD4 T4 339.67 (A) 11/16 BS 5.80 58.00 24.05 34.80 1.000 (1617) 1.447 339.67 (B) 11/16 BS 5.80 58.00 24.01 34.80 1.000 1.449 (1616) 339.67 (C) 11/16 BS 5.80 58.00 24.05 34.80 1.000 1.447 (1612) T7 279.67 (A) 3/4 BS 6.80 68.00 28.89 40.80 1.000 1.412 (1623) 279.67 (B) 3/4 BS 6.80 68.00 28.88 40.80 1.000 IA13 (1622) 279.67 (C) 3/4 BS 6.80 68.00 28.94 40.80 1.000 IA15 (1618) TIO 219.67 (A) 11/16 BS 5.80 58.00 27.63 34.80 1.000 1.260 VO' (1629) 219.67 (B) 11/16 BS 5.80 58.00 27.62 34.80 1.000 1.260 60'0 (1628) 219.67 (C) 11/16 BS 5.80 58.00 27.56 34.80 1.000 (1624) 1-263 T13 179.67 (A) 13/16 BS 720 80.00 37.78 48.00 1.000 (1635) 1271 179.67 (B) 13/16 BS 720 80.00 37.80 48.00 1.000 (1634) 1.270 179.67 (C) 13/16 BS 720 80.00 37.73 48.00 1.000 (1630) 1.2726/ T15 137.33 (A) 13/16 BS 7:20 80.00 38.79 48.00 1.000 (1641) 1237 APX Engineering Group, LLC]= AT&T: Indrio [FA# 100168061 Structural Analysis Report Section Elevation size Initial Breaking Actual Allowable Required Actual NO. Tension Load T. �T. S.F. S.F. K K K K 1 37.33 (B) 13/16 BS 720 80.00 38.81 48.00 .......... �'0001.23�7 (1640) 137.33 (C) 13/16 BS 720 80.00 38.80 48.00 1.000 (1636) 1.237 T18 70.33 (A) 13116 BS 7.20 80.00 35.67 48.00 1.000 (1647) 1.345 70.33 (B) 13/16 BS 7.20 80.00 35.70 48.00 1.000 1.345 (1646) 70.33 (C) 13/16 BS 7.20 80.00 35.69 48.00 1.000 1.345 (1642) L - - Compressioh Checks I I Leg Design Data (Compression) Section Elevation size L L. K11r A Most P. Ratio Aro. Stability P. ft ft ft in2 Index K K V. Ll 480-460 1 1/2 20.00 1.65 52.7 1.7672 0.98 -9.63 63.85 0.151 K=1.00 v L2 460-440 2SR + Half 2XX 20.00 1.65 35.5 4.2400 0.85 -52.66 148.62 0.354 Pipe K= 1.00 v D 440-420 2SR + Half 2STD 20.00 1.65 37.3 3.6700 0.98 -57.20 146.11 0.391 Pipe K=1.00 v L4 420-400 21/2 20.00 1.65 31.6 4.9087 0.98 -98.99 202.01 0.4901 K=1.00 v TI 400-380 21/4 20.00 233 49.8 3.9761 1.00 -70.19 14927 0.470 K=1.00 v T2 380-360 2 20.00 2.33 56.0 3.1416 1.00 -60.00 112.40 0.5341 K=1.00 v T3 360-340 2 20.00 2.33 56.0 3.1416 1.00 -75.72 112AO 0.674 K=1.00 6/ T4 340-320 2 20.00 2.33 56.0 3.1416 1.00 -90.19 112.40 0.713 K=1.00 I/ TS 320-300 2 20.00 2.33 56.0 3.1416 1.00 -80.09 112AO 0.7121 K=1.00 S/ T6 300-280 2 20.00 2.33 56.0 3.1416 1.00 -102.61 112AO 0.913 K=1.00 I/ T7 280-260 2 1/4 20.00 2.33 49.8 3.9761 1.00 -105.31 149.27 0.705 K=1.00 6/ T8 260-240 21/4 20.00 2.33 49.8 3.9761 1.00 -83.91 149:27 0.562 K=1.00 V T9 240-220 2114 20.00 2.33 49.8 3.9761 1.00 -86.74 149.27 0.581 K=1.00 v TIO 220-200 21/4 20.00 2.33 49.8 3.9761 1.00 -11120 149.27 0.7451 K=1.00 v Tll 200-192.5 21/4 7.50 2.39 51.0 3.9761 1.00 -102.23 147.98 0.691 1 K=1.00 v T12 192.5-180 21/4 12.50 2.30 49.1 3.9761 1.00 -112.83 150.04 0.7521 K=1.00 v T13 190-160 2112 20.00 2.33 44.8 4.9087 1.00 -120.44 190.74 0.631 K�1.00 v I APX Engineering Group, LLC ATU: Indrio [FA# 100168061 Structural Analysis Report Section No. Elevation ft SizIe L ft L. ft Kvr A W Mast Stability Index P. K Ratio P. T14 160-140 21/2 20.00 2.33 44.8 4.9087 1.00 -127.84 190.74 OlP7-; K=1.00 6/ T15 140-120 2 1/2 20.00 2.33 44.8 4.9087 1.00 -136.42 190.74 0315' K=1.00 6/ T16 120-100 21/2 20.00 2.33 44.8 4.9087 1.00 -163.27 190.74 0.856' K=1.00 v T17 100-80 21/2 20.00 2.33 44.8 4.9087 1.00 -163.52 190.74 0.8571 K=1.00 v TIS 80-60 21/2 20.00 2.33 44.8 4.9087 1.00 -147.15 190.74 0.771 K=1.00 v T19 60-40 21/2 20.00 2.33 44.8 4.9087 1.00 -176.59 190.74 0.926 K=1.00 v T20 40-20 21/2 20.00 233 44.8 4.9087 1.00 -180.23 190.74 0.945 K=1.00 v 721 20-4.66667 21/2 15.33 233 44.8 4.9087 1.00 -168.49 190.74 0.883 K=LOO 6/ T'22 4.66667-0 21/2 5.21 1.24 23.8 4.9087 0.95 -154.50 200.63 0.770 K=1.00 v ' P. / �P. controls Diag6hal Design Data,(Cdmprdssiofi) Section -Elevation Size L L. KI1r A P. �P. Ratio No. - - - -Pa- ft ft ft ia2 K K - V. Ll 480-460 t/2 2.59 1.21 81.6 0.1963 -0.64 4A8 0.144' K=0.70 I/ L2 460-440 0.5625SR + 0.75SR 2.59 1.16 57.5 0.6800 -2.77 18.51 0. 150 K=0.70 I/ L3 440-420 9/16 2.59 1.18 70.4 02485 -1.72 620 0.277 K=0.70 v L4 420-400 3/4 2.59 1.16 52.0 0.4418 -3.16 12.42 0.254 K--0.70 V TI 400-380 7/8 4.63 221 84.7 0.6013 -1.53 13.35 0.114' K=0.70 v 12 390-360 3/4 4.63 2.22 99.4 0.4418 -1.12 8.51 0.132' K--0.70 &/ T3 360-340 3/4 4.63 2.22 99.4 0.4418 -2.73 8.51 0.321 K=0.70 &/ T4 340-320 3/4 4.63 222 99.4 0.4418 -1.24 8.51 0.146' K=0.70 V T5 320-300 3/4 4.63 2.22 99.4 0.4418 -2.33 8.51 0274' K=0.70 v T6 300-280 314 4.63 2.22 99.4 OA418 -3.57 8.51 0.419 K=0.70 v 17 280-260 3/4 4.63 221 98.9 0.4418 -3.47 8.56 OA05 K=0.70 v T8 260-240 3/4 4.63 221 98.9 0.4418 -3.35 8.56 0.392' K=0.70 v T9 240-220 3/4 4.63 221 98.9 0.4418 -3.80 8.56 0.444 K=0.70 v TIO 220-200 3/4 4.63 211 98.9 0.4418 -4.17 8.56 0.488 K=0.70 v APX Engineering Group, LLC� ATU: Indrio [FA# 10016806] Structural Analysis Report Section No. Elevation ft size L L. KI1r A in2 P. K �P. Ratio P. p TlI 200-192.5 3/4 4.66 2.22 99.5 0.4418 -5.05 8.50 ON K=0.70 V T12 1912.5-180 3/4 4.61 2.20 98.5 0.4418 -8.58 8.59 1.0001 K=0.70 V T13 180-160 3/4 4.63 2.19 98.3 0.4418 -4.13 8.60 0.480' K=0.70 T14 160-140 314 4.63 2.19 98.3 0.4418 -5.54 8.60 0.643 K--0.70 V T15 140-120 3/4 4.63 2.19 98.3 0.4418 -6.76 8.60 0.785 K=0.70 t/ T16 120-100 3/4 4.63 2.19 98.3 0.4418 -6.16 8.60 0.716 K=0.70 V T17 100-80 314 4.63 2.19 98.3 0.4418 -6.19 8.60 0.7191 K=0.70 I/ T18 80-60 3/4 4.63 2.19 98.3 0.4418 -6.59 8.60 0.765' K=0.70 I/ T19 60-40 3/4 4.63 2.19 98.3 0.4418 -6.04 8.60 0.702 K=0.70 600, T20 40-20 3/4 4.63 2.19 98.3 OA418 -4.46 8.60 0.518, K=0.70 V T21 20-4.66667 3/4 4.63 2.19 98.3 0.4418 -7.25 8.60 0.8421 K=0.70 I/ 122 4.66667-0 3/4 1.76 1.06 47.4 0.4418 -4.37 12.72 0.344' K=0.70 v I P. / W. controls -Secohdary Horizontal Design Data (Compression) , I Section Elevation Size L L. KI1r A P. +P. Ratio NO. P. tat K K �P� L2 460-440 3/4 2.00 1.80 80.5 0.4418 -0.91 12.38 0.074 K=0.70 t/ TlI 200-192.5 3/4 4.00 3.81 170.8 0.4418 -1.77 3.42 0.518 K=0.70 V I P. / �P. controls Top Girt Design Data (Compression) Section Elevation Size L L. KVr .4 P. Ratio NO. P. ft ft ft inz K K W� LI 480-460 3/4 2.00 1.88 84.0 0.4419 -0.04 11.87 0.003 K=0.70 ' t/ L2 460-440 3/4 2.00 1.80 80.5 0.4418 -0.02 12.38 0.001, K=0.70 v TI 400-380 1 4.00 3.81 128.1 0.7854 -0.61 10.81 0.057 K=0.70 V T2 380-360 1 4.00 3.83 128.8 0.7854 -013 10.70 0.0221 K--0.70 APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report section Arn. Elevation ft size L L. KI1r A in2 P. K K Ratio P. p T3 360-340 1 4.00 3.83 128.8 0.7854 -0.26 16.70 A K=0.70 v T5 320-300 1 4.00 3.83 128.8 0.7854 -0.03 10.70 0.002' K=0.70 v T6 300-280 1 4.00 3.83 128.8 0.78S4 -0.76 10.70 0.071 K=0.70 v T8 260-240 1 4.00 3.81 128.1 0.78S4 -0.95 10.81 0.088 K=0.70 v T9 240-220 1 4.00 3.81 128.1 0.7854 -0.14 10.81 0.013 K=0.70 v T11 200-192.5 1 4.00 3.81 128.1 0.7854 -1.21 10.81 0.112' K=0.70 V T13 180-160 1 4.00 3.79 127.4 0.7854 -0.47 10.93 0.043 K=0.70 v T15 140-120 1 4.00 3.79 127A 0.7854 -0.80 10.93 0.073 K=0.70 6/ T16 120-100 1 4.00 3.79 127A 0.7854 -1.72 10.93 0.158' K=0.70 v T18 80-60 1 4.00 3.79 127.4 0.7854 -1.99 10.93 0.182' K--0.70 v T19 60-40 1 4.00 3.79 127.4 0.7854 -1.50 10.93 0.137' K=0.70 v T21 20-4.66667 1 4.00 3.79 127.4 0.7854 -0.98 10.93 0.089 K=0.70 I/ ' P � / �P. controls 'Bdftorfi G fift Design'Data (Comprestiori) Section Elevation size L L. KI1r A P. Ratio NO. P. ft ft in2 K K �P. LI 480-460 7/8 2.00 1.88 72.0 0.6013 -0.14 18.52 0.008 K--0.70 6/ U 440-420 7/8 2.00 1.82 69.9 0.6013 -0.13 18.93 0.007 K=0.70 I/ L4 420-400 7/8 2.00 1.79 68.8 0.6013 -0.35 19.14 0.0 18 K=0.70 t/ T 1 400-380 1 4.00 3.81 128.1 0.7854 -0.23 10.81 0.022 K=0.70 t/ T2 380-360 1 4.00 3.83 128.8 0.7854 -0.26 10.70 0.024 K=0.70 v T3 360-340 1 4.00 3.83 128.8 0.7854 -1.12 10.70 0. 105 K--0.70 v T5 320-300 1 4.00 3.83 128.8 0.7854 -0.71 10.70 0.066 K=0.70 P/ T6 300-280 1 4.00 3.83 128.8 0.7854 -1.18 10.70 0.111, K=0.70 I/ 77 280-260 1 4.00 3.81 128.1 0.7854 -0.81 10.81 0.075 K=0.70 $00, TS 260-240 1 4.00 3.81 128.1 0.7854 -0.15 10.81 0.014' K=0.70 v T9 240-220 1 4.00 3.81 128.1 0.7854 -0.74 10.81 0.069, K--0.70 v APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Section Elevation Size L L. Kt1r A P. �P. Ratio ]Va. P. ft fi i,,2 K K AP K--0.70 v T12 192.5-180 1 4.00 3.81 128.1 0.7854 -1.73 10.81 0.160' K=0.70 v T14 160-140 1 4.00 3.79 127.4 0.7854 -1.95 10.93 0.178 K=0.70 v T15 140-120 1 4.00 3.79 127.4 0.7854 -1.86 10.93 0.170' K--0.70 I/ T17 100-80 1 4.00 3.79 127.4 0.7854 -1.67 10.93 0.153 K=0.70 v TIS 80-60 1 4.00 3.79 127.4 0.7854 -2.02 10.93 0.1851 K--0.70 t/ T19 60-40 1 4.00 3.79 127.4 0.7854 -0.26 10.93 0.024 K--0.70 v T20 40-20 1 4.00 3.79 127.4 0.7854 -0.85 10.93 0.077 K=0.70 I/ ' P. / �P. controls Mid Ghl Desigh Data (Compression) Section Elevation size L 1� Mr A P. �P. Ratio AFo. P. ft ft in2 K K 16P L2 460-440 3/4 2.00 1.80 L3 440-420 314 2.00 1.82 LA 420-400 3/4 2.00 1.79 ' P. / �P. controls K=0.70 v 80.5 0.4418 -0.23 12.38 0.019, K=0.70 V 81.6 0.4418 -0.00 12.22 0.000, K-0.70 V 80.3 0.4418 -0.20 12.41 0.016' K--0.70 t/ Too rGuy PuI160ff Desion Data (Compression) Section Elevation size L L. KI1r A P. �P. Ratio No. P. ft ft fi in? K K 1hp K=0.70 v T13 180- 160 1 1/4 4.00 3.79 101.9 1.2272 -0.73 25.84 0.028' K=0.70 P. / �P. controls I Torque -Arm Bottom Design Data I APX Engineering Group, LLC AT&T: Indrio jFA# 10016806] Structural Analysis Report SeCtIon No. El"ation Size L ft L. ft KLIr A m2 P. K �P. K Ratio P. W� TI 400-380 21/4 4.59 4.48 95.6 3.9761 -16.27 79.61 0.2041 (1598) K=1.00 v TI 400-380 2 1/4 4.59 4.48 95.6 3.9761 -16.21 79.61 0.2041 (1599) K= 1.00 v TI 400-380 21/4 4.59 4.48 95.6 3.9761 -16.24 79.61 0.204' (1604) K=1.00 I/ T1 400-380 21/4 4.59 4AS 95.6 3.9761 -16.42 79.61 0.206 (1605) K=1.00 v T 1 400-380 21/4 4.59 4.48 95.6 3.9761 -16.32 79.61 0.205' (1610) K=1.00 v T 1 400-380 21/4 4.59 4.48 95.6 3.9761 -16.46 79.61 0.2071 (1611) K=1.00 v 1 P. / �P, controls 2 UhsidivChecks, -Leg.Desigh',DdtA(T6nsIon) Semon El�ation Size L L. KLIr A P. Ratio No. P. ft ft J2 W K K OP. LI- 480 460 - 1 1/2 20 W �11 -4, 1-7672 9.22 79.52 0.116 L2 460-440 2SR + Half 2XX Pipe 20.00 1.65 35.5 4.2400 39.89 190.80 0.209 U 440-420 2SR + Half 2STD Pipe 20.00 1.65 37.3 3.6700 12.16 165.15 0.0741 L4 420-400 21/2 20.00 0.13 2.4 4.9087 30.61 220.89 0.1391 TI 400-380 21/4 20.00 0.33 7.1 3.9761 6.25 178.92 0.035' v ' P. / �P. controls Diagonal Design:Data i(Tension) section Elevation size L L. KI1r A P. Ratio Aro. P. m2 K K �P. LI 480-460 1/2 2.59 1.21 116.6 0.1963 0.64 6.36 0.101 1 L2 460-440 0.5625SR + 0.75SR 2.59 1.16 82.1 0.6800 2.87 22.03 0.1301 L3 440-420 9/16 2.59 1.18 100.6 0.2485 1.21 8.05 0.151 1 LA 420-400 3/4 2.59 1.16 74.3 0.4418 2.44 14.31 0. 170 TI 400-380 7/8 4.63 221 121.1 0.6013 1.30 19.48 0.067' APX Engineering Group, LLC I AT&T: Indrio [FA# 10016806] Structural Analysis Report Section Elevation Ske L Lu KI1r A P. �P. Ratio No. P. ft ft ft tat K K (bP. T3 360-340 3/4 4.63 2:22 142.0 0.4418 2A5 14.31 0.1711 v T4 340-320 3/4 4.63 222 142.0 0.4418 1.23 14.31 0.086' v T5 320-300 314 4.63 222 142.0 0.4418 2.15 14.31 0.150, V T6 300-280 3/4 4.63 2:22 142.0 0.4418 3.27 14.31 0.229 6000 T7 280-260 314 4.63 221 141.2 0.4418 3.18 14.31 0.222 T8 260-240 3/4 4.63 2.21 141.2 0.4418 2.81 14.31 0. 197 n 240-220 3/4 4.63 2.21 141.2 0.4418 3.29 14.31 0.230' TIO 220-200 3/4 4.63 221 141.2 0.4418 4.14 14.31 0.289, TI 1 200-192.5 3/4 4.66 2.22 142.1 0.4418 3.28 14.31 0.229 T12 192.5-180 3/4 4.61 2.20 140.7 0.4418 6.16 14.31 OA31 T13 180- 160 3/4 4.63 2.19 140.5 0.4418 4.31 14.31 0.301 T14 160-140 314 4.63 2.19 140.5 0.4418 4.72 14.31 0.330 T15 140-120 3/4 4.63 2.19 140.5 OA418 6.98 14.31 OA88' T16 120-100 3/4 4.63 2.19 140.5 0.4418 5.12 14.31 0.358 T17 100-80 3/4 4.63 2.19 140.5 0.4418 5.16 14.31 0.361 T18 80-60 314 4.63 2.19 140.5 0.4418 5.68 14.31 0.397 T19 60-40 3/4 4.63 2.19 140.5 0.4418 4.98 14.31 0.348 T20 40-20 314 4.63 2.19 140.5 0.4418 3.11 14.31 0.217 121 20-4.66667 3/4 4.63 2.19 140.5 0.4418 5.59 14.31 0.390' T22 4.66667-0 3/4 3.43 1.84 117.5 OA418 3.70 14.31 0.258 v ' P. / �P. controls Horizontal Design Data (Tension) Section Elevation size L KI1r A P. �P. Ratio NO. P. ft ft W K K �P� T12 192.5-180 3/4 4.00 3.81 244.0 0.4418 2.77 19.88 0. 140 v P. / �P. controls APX Engineering Group, LLC ATU: Indrio [FA# 100168061 Structural Analysis Report I SetoridaiY'HorizoritaiDesign Data (Tension) Section Elevation size L L. KLIr A P. �P. Ratio No. P. ft ft ft in2 K K �P. L2 460-440 3/4 2.00 1.80 115.0 0.4418 0.91 19.88 0.046 I/ TlI 200-192.5 3/4 4.00 3.81 244.0 0.4418 1.77 19.88 0.089, t/ ' P � / �P. controls Tdp j3ht D6tign Wta (Ten.§ioh)' Ratio Section Elevation Sizze L L. KYr A P. Aro. P. ft ft ft in? K K �P. LI 480-460 3/4 2.00 1.89 120.0 0.4418 0.03 19.88 0.002 v L2 460-440 3/4 2.00 1.80 115.0 0.4418 0.02 19.88 0.0011 V L3 440-420 3/4 2.00 1.82 116.5 0.4418 1.09 19.88 0.055, v L4 420-400 314 2.00 1.79 114.7 0.4418 0.23 19.88 0.012' TI 400-380 1 4.00 3.81 183.0 0.7854 0.73 35.34 0.021 T2 380-360 1 4.00 3.83 184.0 0.7854 0.50 35.34 0.0 14 T3 360-340 1 4.00 3.83 184.0 0.7854 OA9 35.34 0.0 14 T4 340-320 1 4.00 3.83 184.0 0.7854 3.27 35.34 0.0921 T5 320-300 1 4.00 3.83 184.0 0.7854 0.30 35.34 0.009, T6 300-280 1 4.00 3.83 184.0 0.7854 0.97 35.34 0.027 T7 280-260 1 4.00 3.81 183.0 0.7854 4.19 35.34 0.1181 T8 260-240 1 4.00 3.81 183.0 0.7854 1.30 35.34 0.037 T%) 240-220 1 4.00 3.81 183.0 0.7854 0.52 35.34 0.0151 T10 220-200 1 4.00 3.81 183.0 0.7854 4.54 35.34 0.1281 T11 200-192.5 1 4.00 3.81 183.0 0.7854 2.09 35.34 0.059, 6/ T13 180-160 1 4.00 3.79 182.0 0.7854 7.43 35.34 0.2101 v T14 160-140 1 4.00 3.79 182.0 0.7854 0.65 35.34 0.0181 V T15 140-120 1 4.00 3.79 182.0 0.7854 1.89 35.34 0.054 V T16 120-100 1 4.00 3.79 182.0 0.7854 2.53 35.34 0.071 APX Engineering Group, LLC AT&T: Indrio jFA# 10016806] Structural Analysis Report Section Elevation Size L L. KLIr A P. Ratio Ard. P. ft ft in2 K K 6P. T18 80-60 1 4.00 3.79 182.0 0.7854 3.09 35.34 0.087' T19 60-40 1 4.00 3.79 182.0 0.7854 2.76 35.34 0.078 v no 40-20 1 4.00 3.79 182.0 0.7854 0.78 35.34 0.022 v T21 20-4.66667 1 4.00 3.79 182.0 0.7854 2.50 35.34 0.071 V '122 4.66667-0 1 3.71 3.51 168.3 0.7854 31.24 35.34 0.8841 I/ ' P � / �P. controls Boftom'Girt Design Data (T-eftion) Section Elevation size L L. KI1r A P. Ratio No. P. ft ft ft in2 K K W. LI 480-460 7/8 2.00 1.88 102.9 0.6013 0.15 27.06 0.005 L2 460-440 719 2.00 1.80 98.6 0.6013 2.30 27.06 0.085, L3 440-420 7/8 2.00 1.82 99.9 0.6013 0.32 27.06 0.0121 LA 420-400 7/9 2.00 1.79 98.3 0.6013 0.56 27.06 0.021 1 TI 400-380 1 4.00 3.81 183.0 0.7854 0.55 35.34 0.0 16 72 380-360 1 4.00 3.83 184.0 0.7854 0.53 35.34 0.0 15 T3 360-340 1 4.00 3.83 184.0 0.7854 1.45 35.34 0.041 T4 340-320 1 4.00 3.83 184.0 0.7854 027 35.34 0.008 TS 320-300 1 4.00 3.83 184.0 0.7854 1.18 35.34 0.033 T6 300-280 1 4.00 3.83 184.0 0.7854 1.74 35.34 0.049 T7 280-260 1 4.00 3.81 183.0 0.7854 1.52 35.34 0.043 Ts 260-240 1 4.00 3.81 183.0 0.7854 0.85 35.34 0.024 T9 240-220 1 4.00 3.81 183.0 0.7854 1.60 35.34 0.045 TIO 220-200 1 4.00 3.81 183.0 0.7854 2.02 35.34 0.057 T12 192.5 � 180 1 4.00 3.81 183.0 0.7854 4.03 35.34 0.114' T13 180-160 1 4.00 3.79 182.0 0.7854 0.65 35.34 0.018, T14 160-140 1 4.00 3.79 182.0 0.7854 2.93 35.34 0.083 v APX Engineering Group, LLC AT&T: Indrio [FA# 10016806] Structural Analysis Report Section Elevation Size L L. KI1r A P. �P. Ratio Aro. P. fi ft in2 K K p T15 140- 120 1 4.00 3.79 182.0 0.7854 3.13 3T34 0 T16 120-100 1 4.00 3.79 182.0 0.7854 0.78 35.34 0.022 T17 100-80 1 4.00 3.79 182.0 0.7854 2.73 35.34 0.077' T18 80-60 1 4.00 3.79 182.0 0.7854 2.99 35.34 0.085' T19 60-40 1 4.00 3.79 182.0 0.7854 1.09 35.34 0.031 770 40-20 1 4.00 3.79 182.0 0.7854 1.63 35.34 0.046 T21 20-4.66667 1 4.00 3.79 182.0 0.7854 10.95 35.34 0.310' T22 4.66667-0 1 0.86 0.65 31.1 0.7854 4.98 35.34 0.141 V ' P. / +P, controls Mid Gift Dd!§ign Data (TOns;i6n) Ratio Section Elevation size L L. Mr A P. �P. No. P. J? in2 K K �P. Ll 480-460 3/4 - - - 2.00 1.88 120.0- 0.4418 0.03 --19.88-0.001-� L2 460-440 3/4 2.00 1.80 115.0 0.4418 026 19.88 0.0 13 U 440-420 3/4 2.00 1.82 116.5 0.4418 0.45 19.88 0.023 LA 420-400 3/4 2.00 1.79 114.7 0.4418 0.63 19.88 0.031 TI 400-380 1 4.00 3.81 183.0 0.7854 OA7 35.34 0.013 T'2 380-360 1 4.00 3.83 194.0 0.7854 0.38 35.34 0.011 T3 360-340 1 4.00 3.83 184.0 0.7854 0.38 35.34 0.011 T4 340-320 1 4.00 3.83 184.0 0.7854 0.46 35.34 0.0 13 T5 320-300 1 4.00 3.83 184.0 0.7854 0.49 35.34 0.0141 T6 300-280 1 4.00 3.83 194.0 0.7854 0.57 35.34 0.0161 T7 280-260 1 4.00 3.81 183.0 0.7854 0.62 35.34 0.018, T8 260-240 1 4.00 3.81 183.0 0.7854 0.65 35.34 0.0181 T9 240-220 1 4.00 3.81 183.0 0.7854 1.15 35.34 0.0331 TIO 220-200 1 4.00 3.81 183.0 0.7854 0.72 35.34 0.020 v P. / �P, controls APX Engineering Group, LLC ,6 6, !n ol �z �z 64 rl CD .4 .4 CD p p ATU: Indric, [FA# 10016806] Structural Analysis Report Section NO. Elevation ft Component 7�pe size Critical Element P K opd�. K % Capacity pass Fail Ll 480-460 Latticed Pole 1/2 16 -0.64 4A8 14.4 pass Diagonal L2 460-440 Latticed Pole 0.5625SR + 0.75SR 101 -2.77 18.51 15.0 Pass Diagonal U 440-420 Latticed Pole 9/16 222 -1.72 6.20 27.7 Pass Diagonal LA 420-400 Latticed Pole 3/4 306 -3.16 12.42 25.4 Pus Diagonal L2 460-440 Latticed Pole 3/4 113 -0.91 12.38 7.4 Pass Secondary Horizontal Ll 480-460 Latticed Pole Top 3/4 6 -O.G4 11.87 0.3 Pass Girt L2 460-440 Latticed Pole Top 3/4 90 -0.02 12.38 0.1 Pass Girt U 440-420 Latticed Pole Top 3/4 208 1.09 19.88 5.5 Pass Girt L4 420-400 Latticed Pole Top 3/4 292 0.23 19.88 12 Pass Gin LI 480-460 Latticed Pole Bottom 7/8 7 -0.14 18.52 0.8 Pass Girt 12 460-440 Latticed Pole Bottom 7/8 92 2.30 27.06 8.5 Pass Girt L3 440-420 Latticed Pole Bottom 7/8 211 0.32 27.06 1.2 Pass Girt LA 420-400 Latticed Pole Bottom 7/8 296 0.56 27.06 2.1 Pass Girt Ll 480-460 Latticed Pole Mid 3/4 12 -0.02 11.87 0.2 pass Gilt L2 460-440 Latticed Pole Mid 314 94 -0.23 12.38 1.9 Pass Girt L3 440-420 Latticed Pole Mid 3/4 214 0.45 19.88 2.3 Pass Girt LA ---420-400 Latticed Pole Mid 3/4-- 298- 0.63 -19.88 --3-.I-P5sFs- Girt TI 400-,380 Leg 21/4 373 -70.19 149.27 47.0 Pass 12 380-360 Leg 2 433 -60.00 112.40 53.4 Pass T3 360-340 Leg 2 493 -75.72 112.40 67.4 Pass T4 340-320 Leg 2 553 -80.19 112.40 71.3 Pass T5 320-300 Leg 2 613 -80.09 112.40 71.2 Pass T6 300-280 Leg 2 675 -102.61 112.40 91.3 Pass 77 280-260 Leg 2 1/4 735 -105.31 149.27 70.5 pass T8 260-240 Leg 21/4 795 -83.91 14927 56.2 Pus T%) 240-220 Leg 2 1/4 855 -86.74 149.27 58.1 pass TIO 220-200 Leg 21/4 915 -111.20 149.27 74.5 Pus Tll 200-192.5 Leg 2 1/4 975 -102.23 147.98 69.1 pass T12 192.5-180 Leg 21/4 1007 -112.83 150.04 75.2 Pass T13 190-160 Leg 21/2 1058 -120.44 190.74 63.1 Pass T14 160-140 Leg 2112 1114 -127.84 190.74 67.0 Pass T15 140-120 Leg 21/2 1171 -136.42 190.74 71.5 Pass T16 120-100 Leg 21/2 1229 -163.27 190.74 85.6 Pass T17 100-80 Leg 2 1/2 1286 -163.52 190.74 85.7 pass T18 80-60 Leg 21/2 1344 -147.15 190.74 77.1 Pass T19 60-40 Leg 21/2 1401 -176.59 190.74 92.6 Pass no 40-20 Leg 21/2 1458 -180.23 190.74 94.5 Pus 721 20-4.66667 Leg 21/2 1515 -168.49 190.74 88.3 pass T22 4.66667-0 Leg 21/2 1560 -1.54.50 200.63 77.0 Pass 88.9 (b) TI 400-380 Diagonal 7/8 430 -1.53 13.35 11.4 Pass T2 380-360 Diagonal 314 449 -1.12 8-51 13.2 Pass T3 360-340 Diagonal 3/4 510 -2.73 8.51 32.1 Pass T4 340-320 Diagonal 3/4 604 -1.24 8.51 14.6 Pass T5 320-300 Diagonal 3/4 628 -2.33 8.51 27.4 Pass T6 300-280 Diagonal 3/4 687 -3.57 8.51 41.9 Pass T7 280-260 Diagonal 3/4 749 -3.47 8.56 40.5 Pass T8 260-240 Diagonal 3/4 852 -3.35 8.56 39.2 Pass 1`9 240-220 Diagonal 314 867 -3.80 8.56 44.4 Pas TIO 220-200 Diagonal 3/4 965 -4.17 8.56 48.8 Pass Tll 200-192.5 Diagonal 3/4 999 -5.05 8.50 59.4 Pus APX Engineering Group, LLC AT&T: Indrio [FA# 100168061 Structural Analysis Report Section Elevation Component Size Critical P op� % P"s No. ft 7�pe Element K K Caparity Fail T12 192.5-180 Diagonal 3/4 1017 -8.58 8.59 100.0 pns- T13 180-160 Diagonal 3/4 1106 -4.13 8.60 48.0 Pus T14 160-140 Diagonal 3/4 1127 -5.54 8.60 64.3 Pus T15 140-120 Diagonal 3/4 1217 -6.76 8.60 78.5 pass T16 120-100 Diagonal 3/4 1280 -6.16 8.60 71.6 pass T17 100-80 Diagonal 3/4 1295 -6.19 8.60 71.9 Pus T18 80-60 Diagonal 314 1394 -6.59 8.60 76.5 Pus T19 60-40 Diagonal 3/4 1452 -6.04 8.60 70.2 pass T20 40-20 Diagonal 3/4 1469 -4.46 8.60 51.8 Pus T21 20-4.66667 Diagonal 3/4 1526 -7.25 8.60 84.2 pass 122 4.66667-0 Diagonal 3/4 1567 -4.37 12.72 34.4 Pus T12 192.5-180 Horizontal 3/4 1021 2.77 19.88 14.0 pass TlI 200-192.5 Secondary Horizontal 3/4 995 -1.77 3.42 51.8 Pam TI 400-380 Top Girt 1 377 -0.61 10.81 5.7 Pus T2 380-360 Top Girt 1 438 -0.23 10.70 22 pass T3 360-340 Top Girt 1 496 -0.26 10.70 2.4 pass T4 340-320 Top Girt 1 556 3.27 35.34 9.2 pass T5 320-300 Top Girt 1 617 0.30 35.34 0.9 Pass T6 300-280 Top Girt 1 678 -0.76 10.70 7.1 pass T7 280-260 Top Girt 1 736 4.19 35.34 11.8 Pass T8 260-240 Top Girt 1 796 -0.95 10.81 8.8 pass T9 240-220 Top Girt 1 856 0.52 35.34 1.5 pass TIO 220-200 Top Girt 1 916 4.54 35.34 12.8 Pus Tll 200-192.5 Top Girt 1 976 -1.21 10.81 11.2 pass T13 180-160 Top Girt 1 1062 7.43 35.34 21.0 pass T14 160-140 Top Girt 1 1117 0.65 35.34 1.8 pass T15 140-120 Top Girt 1 1175 -0.80 10.93 7.3 pa� T16 120-100 Top Girt 1 1233 -1.72 10.93 15.8 pass T17 100-80 Top Girt 1 1290 0.78 35.34 22 Pms TIS 80-60 Top Girt 1 1347 -1.99 10.93 18.2 Pass T19 60-40 Top Girt 1 1403 -1.50 10.93 13.7 Pass T20 40-20 Top Girt 1 1461 0.78 35.34 2.2 Pus T121 20-4.66667 Top Girt 1 1517 -0.98 10.93 8.9 pass T22 4.66667-0 Top Girt 1 1563 31.24 35.34 89.4 pass TI 400-380 Bottom Girt 1 381 -0.23 10.81 2.2 pass 12 380-360 Bottom Girt 1 440 -0.26 10.70 2.4 pass 13 360-340 Bottom Girt 1 500 -1.12 10.70 10.5 pass T4 340-320 Bottom Girt 1 560 027 35.34 0.8 pass T5 320-300 Bottom Girt 1 621 -0.71 10.70 6.6 pass T6 300-280 Bottom Girt 1 681 -1.18 10.70 11.1 Pass T7 280-260 Bottom Girt 1 739 -0.81 10.81 7.5 pass T8 260-240 Bottom Girt 1 800 0.85 35.34 2.4 Pus 19 240-220 Bottom Girt .1 861 -0.74 10.81 6.9 pam TIO 220-200 Bottom Girt 1 921 -1.01 10.81 9.3 Pass T12 192.5-180 Bottom Girt 1 1014 -1.73 10.81 16.0 pass T13 180-160 Bottom Girt 1 1064 0.65 35.34 1.8 pass T14 160-140 Bottom Girt 1 1120 -1.95 10.93 17.8 Pass T15 140-120 Bottom Girt 1 1179 -1.86 10.93 17.0 pass T16 120-100 Bottom Girt 1 1235 0.78 35.34 2.2 pass T17 100-80 Bottom Girt 1 1293 -1.67 10.93 15.3 pass T18 80-60 Bottom Girt 1 1350 -2.02 10.93 18.5 Pass T19 60-40 Bottom Girt 1 1406 1.09 35.34 3.1 Pass T20 40-20 Bottom Girt 1 1464 -0.85 10.93 7.7 Pass T21 20-4.66667 Bottom Girt 1 1520 10.95 35.34 31.0 Pass '122 4.66667-0 Bottom Girt 1 1566 4.98 35.34 14.1 pass TI 400-380 Mid Girt 1 383 OA7 35.34 1.3 pass 12 380-360 Mid Girt 1 442 0.38 35.34 1.1 pass 73 360-340 Mid Girt 1 502 0.38 35.34 1.1 Pass T4 340-320 Mid Girt 1 564 0.46 35.34 1.3 pass T5 320-300 Mid Girt 1 622 0.49 35.34 1.4 pass T6 300-280 Mid Girt 1 683 0.57 35.34 1.6 pass T7 280-260 Mid Girt 1 743 0.62 35.34 1.8 Pus T8 260-240 Mid Girt 1 803 0.65 35.34 1.8 Pass T%) 240-220 Mid Girt 1 863 1.15 35.34 3.3 Pus TIO 220-200 Mid Girt 1 923 0.72 35.34 2.0 pass L2 460-440 Guy A@440.125 13/16 1590 34.51 48.00 71.9 pass TI 400-380 Guy A@397.25 11/16 1606 21.45 30.00 71.5 pass T4 340-320 Guy A@339.667 11/16 1617 24.05 34.80 69.1 pass APX Engineering Group, LLC AT&T: Indrio [FA# 100168061 Structural Analysis Report I section Elevation Component Size Critical P opd� % Pass W� ft 7�pe Element K K Capacity Fail TIO 220-200 Guy A@219.667 11/16 1629 27.63 34.80 79.4 Pas T13 180-160 Guy A@179.667 13/16 1635 37.78 48.00 78.7 pas T15 140-120 GuyA@137.333 13/16 1641 38.79 48.00 80.8 pass T18 80-60 GuyA@70.3333 13/16 1647 35.67 48.00 74.3 pas J,2 460-440 Guy B@440.125 13/16 1589 34.29 48.00 71.4 Pas TI 400-380 Guy B@397.25 11/16 1601 21.38 30.00 71.3 Pas T4 340-320 Guy B@339.667 11/16 1616 24.01 34.80 69.0 Pus T7 280-260 Guy B@279.667 3/4 1622 28.88 40.80 70.8 Pas TIO 220-200 Guy B@219.667 11/16 1628 27.62 34.80 79.4 Pass T13 180-160 GuyB@179.667 13/16 1634 37.80 48.00 78.8 Pus T15 140-120 Guy B@137.333 13/16 1640 38.81 48.00 80.9 Pas T18 80-60 Guy B@70.3333 13/16 1646 35.70 48.00 74.4 Pas L2 460-440 Guy C@440.125 13/16 1585 34.53 48.00 71.9 Pas TI 400-380 Guy C@397.25 11/16 1591 21.42 30.00 71.4 Pas T4 340-320 Guy C@339.667 11/16 1612 24.05 34.80 69.1 Pas T7 280-260 Guy C@279.667 3/4 1618 28.94 40.80 70.7 Pas TIO 220-200 Guy C@219.667 11/16 1624 27.56 34.80 79.2 Pas T13 180-160 GuyC@179.667 13/16 1630 37.73 48.00 78.6 Pas T15 140-120 GuyC@137.333 13/16 1636 38.80 48.00 80.8 Pas T18 80-60 Gay C@70.3333 13/16 1642 35.69 48.00 74.4 pas L2 460-440 Top Guy Pull- 1 1/4 1587 4.69 55.22 8.5 Pas Off@440.125 TI 400-380 Top Guy Pull- 1 1/4 1596 -0.96 25.62 3.7 pas Off@397.25 T4 340-320 Top Guy Pull- 1 1/4 W3 5.10 55.22 9.2 Pas Off@339.667 16.0 (b) T7 280-260 Top Guy Pull- 1 1/4 1619 6.54 55.22 11.8 Pas Off@279.667 TIO 220-200 Top Guy Pan- 1 1/4 1625 7.09 55.22 12.8 Pas Off@219.667 T13 180-160 Top Guy Pan- 1 114 1633 11.61 55.22 21.0 Pas Off@179.667 -- -- T15 140-120 Top Guy Pull- 1 1/4 1639 15.72 55.22 2- 8.5 Off@137.333 T18 80-60 Top Guy Pull- 1 1/4 1645 17.00 55.22 30.8 Pas Off@70.3333 TI 400-380 Torque Arrn 21/4 1609 18.43 128.82 14.3 Pas Top@397.25 TI 400-380 Torque Am 2114 1611 -16.46 79.61 20.7 Pus Bottom@397.25 Summary Latticed 49.0 pas Pole Leg (LA) Latticed 27.7 Pus Pole Diagonal (13) Latticed 7.4 Pus Pole Secondary Horizontal (1-2) Latticed 5.5 Pas Pole Top Girt (L3) Latticed 8.5 Pas Pole Bottom Girt (L2) Latticed 3.1 Pas Pole Mid Girt (L4) Leg (T20) 94.5 Pas Diagonal 100.0 Pass (T12) Horizontal 14.0 Pas (T12) APX Engineering Group, LLC AT&T: Indric, [FA# 100168061 Structural Analysis Report Section Elevation Component Size Oitical P opd�. % Par No. 7�pe Element K K Capacity Fail (Ti 1) Top Girt 88.4 pas (722) Bottom Girt 31.0 Pus (T'21) Mid Girt 3.3 Pas; (T9) GuyA(T15) 80.8 Pass Guy B (T15) 80.9 Pas Guy C (T15) 80.8 Pas Top Guy 30.8 Pas Pan -Off (T18) Torque Am 14.3 Pas Top (TI) Torque Am 20.7 Pas Bottom (TI) Bolt Checks 88.9 Pas RATING = 100.0 Pass APX Engineering Group, LLC� re�� 47� APX Engineering Group, LL 3400 Lakeside D� ' �25 Mi...,, FL FAX Inodo [FA# 100168061 ATUIM-Lj—"Vchavlk�Mp Pu., M-Q I—M.17 mrs v