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Home My WebLink AboutCOMA2025-001895 ECEIVED: 5/16i2025 DATE OF ISSUANCE: V 25-001895 'AT&T' 2923 N GRAPEVINE MILLS BLVD ,T REMOVE & REPLACE ANTENNA PERMIT BUILDING PERMIT APPLICATION jOBADDRESS: 2923 N Grapevine Mills Blvd SUITE LOT: 2 BLOCK: SUBDIN71STON- Wagon IA]heel BUILDING CONTRACTOR (company name): Mastec CURRENT MAILING ADDRESS: 1890 cliancast Ln CITY/STATE/ZIP. Batavia IL 60510PH: # ,- Fax# PROPERTY E OWNR: (7rown Castle CURRENT MAILING ADDRESS: 210,0 Southbrid.e Pkw, CITY/STATE/ZIP. Birmin!ham, AL 35209 PHONE NUMBER: (2 0 5) 5 4 5- 5 9 0 8 PROJECT VALUE: $ 15, 0 0 0 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED? - - - - I - ELECTRIC X PLUMBING MECHANICAL remove & replace antenna7u:7-n- existing lower, no change DESCRIPTION OF WORK TO BE DOZiP he ight c, r Fr USE OF BUILDING ORSTRUCTURE: Cell Tower NAME OF BUSINESS: Mastec on behalf of AT&T Total Square Footage under roof- Square Footage of alteration/addition: existing El I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with IT/ Asitate Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) El I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. N/PControlNumber: (Not required for I & 2 family dwellings) L3 I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas N /A Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BINLI)INGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work -will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation (of any code or ordinance of the City Of Grapevine, I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT RENIIENNTD FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROYESSIONAL/OWNER IS RE, SPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDEPUL AGENCY(S). RIne DlgiWAV slo-i ky R! H-0 PRINT NAME: Rianne Howell SIGNATURE DWe: 202,.05.14 14su 15.19 000' PHONE #:(440)41_'3-8996 EMAIL: riaiine,howp-ll@iTiastec.com CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL r —TH-E —FOLLO W-1-N—GISTO—RE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction T", Pe, L' Peimit Valuationl Setbacks Aj)j�roval to Issue Occupanc%, Group' Electrical Fire St{rlilkler: YES NO Front: Divislot): Building DejAb: Left: PluiubfnR Zoning: Bulld]nL Width: Rear: Mechanical Occwanc% Load: Grease Tratl Ri!lht: Hood Pei-nift Fee: Z Date � BuildinL� Plan Review Approvalh_m Site Plan Am,roval: 'Elate: Plan Review Fee: Fire Departnient: Date: Lot Drainw!e Fee: _ _____ - -_ -- -- -- ----- Public Works Department: Date: Sewer Availability Rate: Health Det--ailment: Bate; Water Availability Rate: Approved for Peniait: Date: Total Fees: Lot Drainage Submitted: Approved: I Total Amount Due: PLAN REVIEW INVOICED 5116/2025 P.O. ROX95104 (%RAPFVINr TX 769-991817) 410-Mr.1 ------- __'__"______JPFRM1TAPP1 MATIONS Ind 'WOR M7 111DA W1 I NIq ADDRESS 2923 N Grapevine Mills Blvd. Grapevine, TX 76051 LEGAL 4wagon Wheel Addition Blk 1 Lot 2 S Cell Tower PERMIT HOLDER Donald Cherry Mastec Network Solution s, LLC (636) 262-2949 COLLABORATORS •Donald Cherry Mastec Network Solutions, LLC (636) 262-2949 •Rianne Howell Mastec (440) 488-8996 OWNERS •Investments Inc Palmyra TENANTS •Cell Tower INSPECTIONS 2 1. Final Fire Dept Inspection 2. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Rianne Howell **APPLICANT PHONE NUMBER 440-488-8996 APPLICANT E-MAIL **NAME OF BUSINESS AT&T VALUATION 15000 Square Footage 1800 What is use of Building/Structure?Multi-User Cell Tower * CONSTRUCTION TYPE VB * OCCUPANCY GROUP NA SITE PLAN / FORM BOARD (CITY STAFF USE ONLY) 10077877_A_Final Construction Design Rev 0_20250512123519.pdf DOCUMENTS - MISC 02 Commerical permit application_WSNTX0049424_Grapevine. pdf DOCUMENTS - MISC 03 10077877_A_Structural Analysis Rev 0_20250508151157.pdf * ZONING DISTRICT R-MF-2 APPROVED TO ISSUE ELECTRIC YES FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 283.00 $ 283.00 $ 283.00 Building Permit, Plan Review $ 183.95 $ 183.95 $ 183.95 TOTALS $ 466.95 $ 466.95 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Commercial Alteration Project # 25-001895 Project Description: Remove & Replace Antennas on Existing Cell Tower. (No change to height or footprint. All low voltage) for "AT&T" Issued on: 05/28/2025 at 5:55 PM MYGOV.US 25-001895, 05/28/2025 at 5:55 PM Issued by: Connie Cook Page 1/2 A' 1" -C e,— N G S p Q, 1 LOCATION NAME: E GRAPEVINE W3` v AS" Ftc SITE ID: DXL00169 F—i FA LOCATION CODE: 10077877 PROJECT: 57051 at&t PACE ID: MRNTX096689, MRNTX097068 IWM JOB: WSNTX0049424, WSNTX0051043 TOWER OWNER a 164293843646 ADDRESS: 2923 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 STRUCTURE TYPE: MONOPOLE SITE SUMMARY VICINITY MAP LOCANON CAME E GRAPEVNE SITE IP DkLAGIC9 SITE . ...... FA 1. CKW[ ON CODE, ANDRES, 2."a2T N OPAPCVINE MILLA RLAO I'lly, STATE All G RAPFVINF 0, C C51 JI CITY OF CRAPEA`NE, Tyl oR ,'OUNTL TARRANU LATITUDE 32 SM7 LONGIT' BE -17 CROUNDELEVADIN 6570' A M r� L "TROCTURE 0 'ACRE 5 YHNEC CROON , STRUCTURE I 0CHT '2r,',l-A C L AT6 " VOSILPY 1 U'CO CAN I - U, ROAD SCOPE OF WORK APPLICANT I NUF BOOR K AN �C' � i ATEVEN B I AMPFFIT� C27YB.it "ALL NEW ANDEX'STING RADIOS MCSTSESIOUNT t2' EFTINDTHE FACE CIF THE N11LINT TO BE LYNE' 11 E GIL[IrPl - AENJOA ol 8 ACOUZITLON IONACr R DETERMINED 81' AIIE FOR REST LOCATION TO NEETNEV; 2U_14 8TAINOAhDS PER AT& Y ORECTIVE ALL AI I E NNAS MILE, l VAIN 1 4IN A NBLIMM 0 UV 2P I SPACING LINLIESS Af'.'ROVEO BI R€ - si D! ACOUALITION M AAl ACq $ 124 1 NANKL ' ;IJHF DUAI M"; IN I AN MNNA> AN,') CHANW AX) AN R NNAS HAVI AI'St PARATION LYNETTE, CALRERTPEIASTE,"fN'M INIYNN.POSIIKJNPA AUCWjjl AL IOUCIIINPDR IIALSSOW AM 10PR(AIDEANCILL-ARY LQUi�WNF VPII%T[W, THAT COMM IEC yN: VASI(C LfAORKEOWHONC ATTTO PROVIDE PLA TEST HERON A&L SERVICES' 1 tb I BE CARY PARKWAY MPTF 1 CARY NO 2-5'3 TOCREWENEIL)REALLANT NNYAHAVE _'4 0EPARATON ON ALL SECTOR FATES � l Sol BAIO VARtOUYANiLNNASANI) ' 1)113SAPr!-AR!f�HA4[�PLUMF6�L)L-StiYU�,C,14L='HOf(,�� CKLlt4l0'A_RIiY ALL ANTENNAARADIO, ARE PLUMB APPLICABLE CODES POWER CALC '38 -1 OUT 0I _',.,WZP SERVLCE IUL5L ORA I NUS ARE UEOGNED R), I 1,DT CODES THEY ALAO MLL I TIia ALQPfLD C,L A: PHA, BETA, GAMMA. Rf-)URLMCLISOF lHt JURISOCHON I RELOCAT E A EXISTING AIRINAS 077D TOSTACKEn BELONANIENNAS Ul 03 ABC I INSTALL AIPP419 B770 To S rACKEFD ABOVE ANTENNAa ON PO ABC I CoRK AND M6_11USALF SHAU PA. FTRFORNIEL) ANDiNSrAl I ED 1', nQCORDANCE 1&RH THE I 4VEP T`[A�S" R"IARADI I REMOVE I t. Did PZ'\tC FRC;oI CURRENT ErLH0NI,0F THE FOLLOV,1\0 CODES AS, ASUrTED BY TILE LOCAL GOVERNING I Pa OCATF FX;STING (,VRRUA'l? PU, RADIOS ON PF ABO AUTH rlUE5 REUbEEXIST,NG!4,UC0A>OUIU8 ffRNAN,)N,D il-WICINGCODF VERIFY RET$ ARE HA?RKING PROPERLY AMC NA7;0I`RI, ELECTRIC CODE IYARIC SWA CAN BE C )MPLErLD �LCIQR BY A`_CIQR r, T RECEIVED: 5/16/2025 25-001895 "AT&T" VEFUFY A-U EXIS7 J"I, Zlk UK'I _Ne 2923 N GRAPEVINE MILLS BLVD !74TllA.!__T NFAMA'R i r-F i�,i REMOVE & REPLACE ANTENNA _H; E A",!'�R0 'CE '2,0 A _ � — N Y rL<U: E Yk. q.c: i Cafe ARl, 7 (10 0 Al OF A RAPHAEL MOHAMED RAFHAP YfOEIAWD rF TFXAIII'. NO loON 30 PRELIMINARY SUBMITTALS RL' 101 A I, C':I8AL25 _cR FIRE. A RM SHEETINDEX SHEET I DESCRIPTION RENNDATE I, I I f,j SHE IT 1� • OVPRALL SITE PLAN & STRUCTURE PI ICRO C-2 COUPOUNC PLAN C_3 EQUirvsm LAyc.,uf G , EYRRUIG a PROPOSED TONED ELF AT*NC; I. 5 E'A ARGED ANTENNA PLAN Cl 6 EF qCHEDNDE F I RRR PAEAIC=R O-.FDUI F ON I It RA, No I t-s ENL I BLECTRCAL NOTE, PFDS AHEED! ArTAICiLo ONE CALL I''D[Rc,,jND FACILITIES,9EFCIE Yr.I I ETAS.EIA�A ILIAti 9Il TFxdS SjTF RF_IEF %n,o, whaCA b',�Nf I Alk"ll— ills cIOE K;L lo- 1. 10; b DC11CO25 D5:11 D)25 1,c02 W`Arll�i C5 111" 0`5 ,51100Z5 L IPRC;i,� I, L�k IIU UL ON ;H� -LL I AL R`NA`f' A I Ez T V Fr FINAL SUBMITTALS 151 '20:1 INI TIC G A "}FAA BY 1A r. 'IQ B, -1 A* A7DAI c YIC"L 1 ,_1101L-1 IN: CAL*,N-LlCEl 'All, It Z PREPARED FOR atlaxt. rm L>ARL I, i Y .4 1�.l M a ST-a c PART IT ANN' WSNTX0049424 LOCAT' NNAME E GRAPEVINE S:TF 1PORI-C 2923 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 FA C)CATILN 10077077 TONER 0,'iNER :D 164293843646 sHcL I hUL TITLE SHEET SHF F I NUVBI R T-1 OVERALL SITE PLAN POSTING ACCEZ,S R1011D (b STRUCTURE PHOTO A *#I RAPHAEL MOHAMED RAFHA' 'WHAMF-D P- TFX44oc No O,i69 PRELIMINARY SUBMITTALS RE' U, FINAL SUBMITTALS AP 3O— -31 1.04ec- 57051 "M—f PREOARED FOP 44% aut PPWARH'k�� -414 P. sTe c Netwcrk solutiWis PAR0,f lwm WSNTX0049424 LOCAl :Oh NAME E GRAPEVINE 51lF AFIDRF�S 2923 N GRAPEVINE MILLS BLVO. GRAPEVINE, TX 76051 FA',DGATQN 10077877 rohEl o'i'NER?D 164293843646 sN-f- I 1;'Ll OVERALL SITE PLAN & STRUCTURE PHOTO f "UNTF P C-1 Ej FEP,' 0(' POWER CABLE RMNC, GATE NRY FIFER BALA E -x -X - 13, T, < CUR% IENT E 18 YING f0TH-P CARRILRi �RENT RAE �TypJ-II LCITJ iER CARRIER) t Ex", 144 F; MOkOPOLr TQWFR LQUIPLIEN i PAD ft G� O�FPAICR �-T1CFO:ARRIERI X ICF IRlrGF - T X EX;STINt AT&T Fru!lvH%T SNEt:ER X EXisrlNG RE CIE EXLSTING EQUIPMENT F, ATFORM !O-Hp.q rl"PRI=R) ----------- - ----------- > 4-,i�l APF�IE r� ll-A,0-1 TO L,* 1CP I ioN iHr S5TC I FliSTNO F C --- --- A COMPOUND PLAN ... A*M'*'E D fAPHAI-I h'o"AME0 P F TEXAS L h; NC;"rM14 PRELIMINARY BURMITTALS OR c', z F, FINAL S DMITTALS CEIdRil.l - PIP, I P-, PILI,lcT W $705l 1 � 11 �--,Rll IP"I'll A—, no l:G I ,, R—M., 11 1N I "I P. TL 'Fi3 IF, Fil,7- PPF P&RF 0 FOR atp-t rkErMED ey -?4 a sTec; Network Solutions WSNTX0049424 iOCATION NAME E GRAPEVINE 'SITE ADDRESS 2923 N GRAPEVINE MILLS SLVD. GRAPEVINE, TX 76051 'Al,',;,Ili'N 10077877 tl'J'IVLP, �U `W-k W 164293843646 `- sEET TITLE COMPOUND PLAN ,HP!kTNUV11F.R C-2 ,G CD"FIN, - AVE INO 'P'A rlNG S FR 4E fk —,Rs w i OR £VIifA`h Si R�NQS -TA; H""( At 1 J.Alll ---------- 3vc FIF ro 4FWAl TE" IF GGn du -NEL LAYOUT� EOUIPMEN7 J PROPOSED PF at&t Te c �44 a s i"40.rv, sotutlon!' Net N 1 1011 WS1RT)(()049424 GRAPEVINE 2023MGRAFGVjHEBLVD. ,a4pr=VINE, TX 760111 J0077877 i64293_643646 EQUIPMENT LAYOUT c.3 NOTES FOR REVIEWER: ElloT ING AT&T PANE, AN I`TNNC. St IMF ENSrILC, AIR644L, 1 ON MOUNT NG f'lt,F AISl "E NNA '417 TOP 1115 TOTTER —I IINTSPANCtANII-NNA:' j pd Fti;STING J,8'RJE-. (WLE roscREMOVEll 13' -t-FA R, 4,1 Tv-p ENNGCI 2, IeA','G ; 92') Pr,'NlM 2 �'2&& "uT Fo APT T ONER S i RIJC fURAL ANALYSln EINSFING 12, 1 A`" TOEF. EXISTING TOWER ELEVATION 1-07'3CALE E- IN EMSTING & PR,)PCSEt) A767 VANT L AN' tNLT1,S l2w-w OTC A^; GRAND ANTE-4N4 11�7 O'Ht R CAHplI TV WQ7h" FXISIlNGPANLLANILMtlAb iF OYGTHEp.s 1t') NOTE 'vFRtFI IR10- 10 1 HE ONSF I OF CINSTRUC`Fi,^N. TH4T THE, IJUPPORTING ITNUCTUSE(S ) AMC FI T001 INTING T,� STE' SIS; 11 i AVE SEEN EENj,,AEC STRUc -'UPALL Y ADEOJATE BY A LICE:NbED '.'Rolf I, GSIJNAL LNGIW !LR 10 Up,(,,,] iNL °-AI STING AND PRI, 05' rl FQUII'VFN 1 ANC. '.CIIATFD MINSIRUOTIIN TONGS, IN(' LUDING eu r N01 UMH ED TO I HGSE ME PIC I EL, TIERUN THE CGWIIACTOREHALLAGUklk MEPULL''A1,11IT10F THE EQl 1101,1PNT mcvoR - 'PEOR-MENANOES P PERFOM ISO N411 11UT GAIO CA SJl4G5HRUCTCSAI THE MESU'l OF THE ANALSIS REQU11RIO6 -HE ITRLS'.3 UPL TL Sfrlt NGI.L N_Tj GGjOU, I, UC, NC,D'FICATIONS STALL CIE FROIERLY N�ITACLCD AND C -Mpt" ETED SPICE TO nir ONSET OF CQNSTRUC-NON NG CAELE EX'STING 0: 1 FPAIR I- F+BES NEGAEP, E.ICI ING 120 IT VONOPOLE EXISTING kT$T EQUIPMENT N PROPOSED TOWER ELEVATION 24",36' SCALE '-� 1 5' RwP HAE L MO H AMEb NAPHA -1 N10H ED I, F r I I' OC TEXAS LIT, Ni � 4 PRELIMINARY SUBMITTALS TAT kI FINAL SUBMITTALS All 'P1,1c, MO T17TG' 1PA-L , —,,- zi r. — `PF PAPE 0 FOR 4!rmo at&t PRErATGZ0 eY -A a , sTe c Network Sotutiorm PARIC"t velf WSNTX0049424 iOCATKIN NAME E GRAPEVINE ,,,I E ADNRES.", 29123 N GRAPEVINE MILLS BLVIIC GRAPEVINE, TX 76051 IAIOIAIION. 10077877 TOWER �CfNFR !' 164293843646 St; ET TfTLL EXISTING & PROPOSED TOWER ELEVATIONS C-4 L.Osri;v, R-CAP IW 61�9 DD LXISING RRUS',v L.9bk- REMOVE 43YP 'SSL,'-)RS; 'TYP iSFCTORI, FNlSfNGR US447,9PI-A E1.18TNU F NISTING RRus-K FIX jA.HH fiiil R3" 113 1 YP a SF;; 3R> -T, SECTORS? FXI' TING gAHH-E58 12 - , - NNH4 F58 RCK: klyP 2OELToR�t sLO-'oR8) F 'TING FlITF.R REMOVE ElI,T!N'3 IOUs 4 7� B11 1 t x1si INC, 417d LO Sf-cTI)Rlil 3' -t -Fl (rYP ? SEnTCRI-) V.Qrl?OLE roveR , a. EXISTING ANTENNA LAYOUT 2-','RSOALE 2 0 PROPO"EMAIRS419 0770 SO DOD ANTENMAJTOP) LAIC I LNG AiRe4l,yS7-,U,GCUANU kNIkNNAtICT i00; PROPOSED MOUNT MODIFICATIONS SEE M.A. REFERENCED ON T4 SHEET AND ATTACHED MOUNT SHEETS ElfsTl.c 6584ULIV3 In P a 1ECTORSI 'AH,, ClR,R3D�VO- �� 11 3 11I.ECTORI) q i i6 EXIST!NG RR! 111(S BidE - pt XlzI 'No 1-7 I'S', —1-4- PROPOSED FINDS 4426 866A WIRED To POS.2-----7 tTyp, 3SECTORtH, I INGRAICAP oc", IF, 6. I"W11, PAV--Ir RFL,AX-4 ITSTF`U.:-fiQN i j l A; Y I'Ll'N �L P" cf: IF{!L I.' i Rl i 11, Pz f aE A ,—D CXISrPNG MONOPOLE lmOER , OF 7 ... AM*'*'E D RAPHAf-1 MOHAMED PF TEXAS L h; e,Vq PRELIMINARY SUBMITTALS R 5cNf,T "N :k, F—Fw EXtl INN RRU-14711612A EXIS71FIGRRUS 32 B29 FINAL SUBMITTALS VVI RFD TO 11115 I 0nir 2025 I fI,cl IC-1 0 EXXITING NNH4-6113 R6H4 01P lSIlN*RRljS4I -rcK[D rl o�p 3,�[mot,,S) $700 A 0 FOR VW' 14 h at&t FlITErA"ED ey A a sTec EXMTtNU RAYCAP -is Network So'utio, PARENt Wolf WSNTX0049424 iOCATION NIME E GRAPEVINE W E ADEIR SS 2923 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 lAl,ll;,llIlN 10077877 t0tVLR �U "NL-k FN 164293843646 SHEET 1f71-E ENLARGED ANTENNA PLAN rj FINAL ANTENNA LAYOUT C-5 MODEL c0v.v.�C^PE J At I I lA'E R-AWJ =WSCOPF JAHH P�B W'M Vi COWASCOPF NNH4,"bR6W ,0VVErCRr -JAH?4-AiftR,B- Fl�, AWS P? CTAIV,5COPF JAH-5RR31R0 BETA 51. GLIANU el 3ON Alft41l G' I L C$ W COMM' 3COFF. NNIA4 ler, Kli P 5G AV;s 5 C 0f1'ti!WqCA)PL -AHH-f,—R 3n-V', 5 " LIE d,AIAWLS 5G ��"B -2 COWSCOPF IAHkl. -RB RID 0 DA.NIVA bG CPAND C3 Eml:5SON . AIR6-'AS El..',G LIL 70-VOQIVACS C5 1:IYAMSCOPF � NNHI-EePPil, 5B AWF SECTOR ANTENNA ANTENNA MODEL T ECHNOLOOY POSITION ;.TE 70,85f' A' COM.SCOPE JAHK{0-P38-',T LTE -110IAWS 5� AlliS &2 ALPHA 5c, D"D 9G OBAND A5 ERICSSON - AIR641 9 8770 (P) (TOP) ER[C:STN -AIRA449 3i-G,SOTRIW LTE A5 COMKISCOIE NNH4fi9BRA"4 56 IV, S i,TE 'roga5t' 81 COMMSCOPE JAHH ds�. TE 7,101AWS 5B AWS ez COMMSC"PE - JAHPk-,&TZIPV3 F,ETA 5Q D"D ERICSSON ^ AIR6419 SlTD (PI (TOP) ' ti, CDAND RICSI"'Rl "W'6+0 l0flt iTF 7T*,1911,'V4C5 A9 COMMSCI�IrF . NNH4-TIR R6R4 90 AIVS .-TE 71IW251� COVWCOPF JAJ0iE5RR5BV-1 L" ZED EJF 7,TIAPIS 56 Z4S cl- COWASOOPE - JAHtA�5PRJBA3 GAMMA `0 D 5C COAND ERICSSON - AIR6419 877D IP) (TOP) ERCSS��N AR6449177G�,80rrW; LTE 7'XI—'AlAc's A5 COMMSCOPE NNH4 'IF. RlHl 5G 'ARS EXISTING RF EQUIPMENT SCHEDULE RAO CENTER j AZIMUTH COAX CABLE OTHER CABLES (QTY.} TMAS I el' Til 1 (1) CBC78T.0643 (RM) 127-0" CABI .11, (1) CBC781NDS-43 IBM) i27-lt° 240' 12' , 2-lill 140' (1) COC78T-PS-43 HIM) PROPOSED RF EQUIPMENT SCHEDULE RAD CENTER AZIMUTH COAX CABLE OTHER CABLES (OTY.I TMAS 1-- 127 127 T' a, RETCAa.E 6- 127 127 0' 24E` l2n-l" 1 IT " -14�1' DIPLEXERS RRUS OTHER REIM.- 0 6 B14 31 N"A (i .4T - na (1) RRUS32 866A IBM) RRUS 12 N3 Nd' .160282!: WA KS 11) RRUS-32 866A HIM) WA DC6-4P*G-1 8 sr IC6.5 Ev NA (1) QW), v Bar NIA 0' as 15BZE25 �-178B'4 KA (1; <47k R9 III RRUS-32 NASA (RM) NA N:A RJs -r,-, A5': NA -15 2XB25 DIPLEXERS RRUS OTHER DEVICES t'r Mi7E 6I4 N,A tl;.47lB5 (1) 4426 866A (P) NA (1)RRI tS 32 Rif, WE i) 447P 6'2A 4415 BZB-,s :417?, B 14 NA (1 —8 u. (1) 4426 866A (P) N:A 16"c F, N!A (1) RR,j,-, u ux: NA WA (i) 44Z6 866A (P) NA NA (1) RRU32 B> 1 NA �1)4lT- 5-2A i ) 54' b b2R25 OF 7 RAPtiAFL MOHANfl-f) T' F TEXAS Ur NO `7.lrl PRELIMINARY SUBMITTALS C' �R R40�-w A FINAL SUBMITTALS 0, C. 01 BLI IS—D Sr C511 Dar5 G 21RA11-11 By IG 5-�51 PREPARED IOR Alto I ata,01L, PRLPAK D I .y - MasTec Network Solu' tions WSNTX0049424 LT)1-AT!QN NAPIE E GRAPEVINE SITF ADDRESS 2923 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 'A LOQATION 10077877 10VVEP OHEFT 1 64293843646 £mLLI NIL[ RF SCHEDULE 914T El "llovRER C-6 F-PICSaOiN a 15 eis 2.5 At.} ERW,ISI'N 4.7a S 14 25 AMP Lplfcs-13`1 11 17!3 b12 2S AMP P RIGS901, c471, 61 ?5 AMP IRICSi4% 11R 144.1 071LI 5R AM,` eRICSSDN Wo A1,11 F PICSSON Alc M1 9 G—,G 4f "'vp RRH BREAKER SCHEDULE VEkTfWEVERSON WNRE HANDLE 009 "I NFO pl. 1- er'). IEQ 0V0- 6vi IN 1EQ 00 1W e0s vi 'ED 0070 -11c 0 11. NE Q 11V IQ m W NEO Ob46C 1,25l 1 IFQ N`7 1r1 ARGUS WD TMP TRMPED NEI' I 0AI NED Nf-,Q RED 163,61 NED 3 NEQ 1—', 1 N E:i 1 NEU ID361 NED 13C51 \ED lqJbo 14LO 5 ',EQ 10340 NEt1'3A50 NFQ 10,'i56 NED 13C54 I 3 over Plant Circuit Breakers White Handle Ve,tn, Fnjers.I� f NetSw. TRIPPED GE Cntieal Powet / Infinity 7-r Gabxy -_,"mmom OF 7 RAPIiAFL MOHANO-D I' F TEXAS I r NO `7.lrl PRELIMINARY SUBMITTALS --LA FINAL SUBMITTALS C41 C. CLSR!-101 NLl D—D 11 C511 ORA,, 'y IG No 5-51 I T-1: 1 11 11 Jr "I 'T'n� K PREPARED 'OR aut PRLPAK D I .y - MasTec Network SoM tions WSNTX0049424 LOCAT!Q!, NAME E GRAPEVINE SITF ADDRFSS 2923 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 'A LOQABON 10077877 1 OWEI� 0,VNER!Q 164293843646 so,Lcl 1ffl'L RRH BREAKER SCHEDULE E-1 Si .All TOP A BOTT11! ONIENEIONS fl X'vV X D! URACSE ` A(" x 13 1w SW U�TTOM -UDESS'LJNS-0FJ D} TCP ;INCLUDES AEIGIC 4° 4 Uk, 21?*NIHZ RX = 171- 17M CPR, SUPPORT 2 A 9, A S 1 1, 1 GSPS wl'TH- RRACA I 1011 K)l Illm r. NEW ANTENNA SPECIFICATIONS ANTENNA —.El � (A) Jal (c) wENMIT ' kl� i9 Ll:-, - -"T�Sot A'� 7' PT ;IN- NEW ANTENNA SPECIFICATIONS SCALE 14 T 8 L+f�':')T-7 PROPOSLU ANTFNUA Al, DUN! [NG PIPE ACKUT TOP AND awlem FXt�A ING ANTENNA ANTENNA MOUNTING DETAIL SCALE SITS NOTP� RRUbCAN ONLY IEPAWEDON SOLAflbIVEUD ERICSSON RRUS 4426 866A DETAIL SCALE N,TS ROSLNbLRGLR' .00RPUU,C RRU ING PRACKrr r"I'L MOUNT RRIJ PISENDERULP An Ru tOIJNT TIC4 UPAIKET WARI Nu 02MPKd, DUAL 820 RRU MOUNTING BRACKET DETAIL SCALE N r8 OF 7 RAPHAEL MOHAMED RAPtM,FL MOHANOT1 P F TFXA9 [,�� NO `76lrP PRELIMINARY SUBMITTALS F- CP n4v,i-w -11, FINAL S SMITTALS P41 01 NLl IS—D Sr C511 llMri CAn —CTICI G RSA Ky Su i�—P' I- Cr -f-, CALS'C I T-1: 1 11 11 11 Jr "I 'T'n:,n K PREPARED NOR aut PRLPAK D I Iy - MasTec Network Solu' tions WSNTX0049424 LOCAT!UN NAME E GRAPEVINE SITF ADDRFSS 2023 N GRAPEVINE MILLS BLVD. GRAPEVINE, TX 76051 'A LOQANON 10077877 10VVEP O4MEPQ 164293843646 SILE I 11RI, EQUIPMENT DETAILS 5'41Ul NUVFRER EQ-1 10 ul IM) M ......... . . . . . . .. . ...... ....... . X M ..... .... .. .. ..... . ....... ... . — u u.. g. 1 5 o, S-E A z �z 3i 'N �!� , �: 0- jj z -Z 1 6 25 6 T, Koo., :ILL z I- o 50 :C JI O� 9 j, oK? ol 10 Z 0 C2 IS x%i5 l5o I I i. oNS 'A To 0, 2 EM 2 YU rO 9 ol' 'o ir 2no e 2 9 eS. zc Z. f=z 3.4a,2 o Lci t- 5zr T Pd FcTLR < vb 1, w C.I z I e < zz MQ, cl P % p 5 d, o-,,- c w �5 it o b5 1 0 1 12 a o o 12 Nz M A. "r Ut 81 1, 0 o I o s, < c �z 1 1, z F,P 2, a W 6, oz R 9z Z5 5 g 2 jj 05 '1 '25 z z I�t c 55 LU to w w r: ra S 0 41) U, I Ell o 9. 1-' m I< - E — 9 2 9L.. EL < , 2- WCtI v �,� ' L, Ft TA >e ,zg g 1. C, Q 7j Is pl mo 9 El F� G �cSiC T .1 o'er..21 z A Cu%frWmt 'm 'M 7�� z3 5IS5, �i S E Z- S —lir S �EA Sc 'A 6 �i Oz 6 C'E ti El: i? cj !FOE c, I z, I j" �.Oq I -, L 21 .5, tz o 5 'o > E zz tt a 2, Fa� lo, < ��F lw 'L, E� 1W f s ic, p op t lo �f z T .12 POSITION 41 z 11�x 111RISA I masTec 1VB 57051-MNT1 OSITION 2 J i3 FTI 1 FTI", j sammu 1 REFER TO NO. 4; FOR POSITION POSITION 3 REFER TO M2 -7 b 77,,ffi'-7-717 77 ..M a sTe c Platform With Rectangular Standoff NOTE: CONTRACTOR CAN CUT THE PROPOSED RRU PIPES TO A MINIMUM LENGTH OF 6FT TO AVOID:: UNNECESSARY OVERHANG/ EXTENSION. Z A, P„�RDNE,0 E5 0 N Fpl, Dh 'H, a "O-E Y: A R C'! Ot-', F�,tXEZ 1 f, #61�1117PKIYAKW&I S= Site Number: Site Name: FA NumII ber: BU Number: Site Name: JDE Job Number: fimmn�_.� �--%Iamon L= Telamon 319 Chapanoke Road, Suite 118 Raleigh, NC 27603 (405) 348-5460 # 10*10*1102 — 2148450 2387877 700361 Rev, 0 2923 N Grapevine Mills Blvd, Grapevine, Tarrant County, Latitude 320 58'28.79", Longitude -971 125 Foot - Monopole Tower I Telamon is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: 2MUSEEN =� The analysis has been performed in accordance with the 2021 International Building Code based upon an ultimate 3-second gust wind speed of 106 mph, Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. 17= . . . ............................................................. ............... Respectfully submitted by, M Chaitanya Shetti, P.E j µ , Senior Project Engineer OF S�m "1 7 100, .............................. xP CHAITANYA C. SHETTA .............. .. ........ gi 145697.... F, .. . . ..... . .. ........ DigbUy signed by Chaltany a ♦AW ChaAan.va Shett! Shot Date 2025 05 07 ,7 42 31-04'00 P........... RECEIVED 516 2025 25-001895 AT&T'" 2923 N GRAPEVINE MILLS BLVD REMOVE & REPLACE ANTENNA May 07. 2025 125 Ft }Monopole Tourer Structural Analysis CC1 BU No 843646 Project Number 42285-843646-2387877-0I-STR. Order 700361. Revision 0 Page 2 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3 ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table I- - Tower Component Stresses vs. Capacity - LC5 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 3 1) INTRODUCTION This tower is a 125 ft Monopole tower designed by Pathcorn Corp. The tower has been modified multiple time in the past to accommodate additional loading 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: 11 Wind Speed: 106 mph Exposure Category: C Topographic Factor: I Ice Thickness: 1.5 in Wind Speed with fee: 30 mph Service Wind Speed: 60 mph Table I - Proposed Equipment Configuration Center Number Mounting Line of Antenna Level (ft) Elevation Manufacturer (ft) Antennas Antenna Model Number Feed of Feed Line Lines Size (in) 1210 3 ericsson AIR 6419 677G2024 w/ Mount Pipe I site pro I RMQP-496-HK Platform Mount 6 JAHH-65B-R3B-V3 w/ Mount commscope, Pipe 3 commscope, NNH4-65B-R6H4 w/ Mount Pipe 3 ericsson RRUS 32 B30 6 3/4 122.0 3 ericsson RRUS 4415 B25 3 3/8 122.0 3 ericsson RRUS 4426 B66 2 7/8 3 ericsson RRUS 4478 812 3 ericsson RRUS 4478 814 3 ericsson RRUS 4478 B5 I raycap DC6-48-60-18-8C-EV220505 3 raycap DC6-48-60-18-8F — 070710 119.0 3 ericsson AIR 6449 B77D C-BAND—CCIV2 Table 2 - Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 2 commscope, HCS 2.0 3 nokia AEHC w/ Mount Pipe 108.0 3 nokia AHFIG 107.0 3 nokia AHLOB B71/65 4T4R—TMO 2 1-112 3 FFHH-65C-R3 — T-MOBILE w/ commscope, Mount Pipe 107.0 1 tower mounts Platform Mount [LP 303-1—HR- 11 98.0 101.0 3 fujitsu TA08025-B604 1 1-1/2 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Center Mounting Line Number Level (ft) Elevation of (ft) Antennas - 3 99.0 3 9&0 6 84.0 3 1 fujitsu jma wireless raycap commscope ericsson nokia 2 alpha wireless ltd 84�O 83.0 2 rfs celwave 4 rfs celwave 82.0 1 alpha wireless ltd 81.0 3 ericsson 1 raycap 77.0 2 raycap 3 samsung telecommunications 3 samsung telecommunications 3 samsung 7&0 telecommunications 76.0 1 tower mounts 1 tower mounts 6 amphenol 1 rfs celwave 73.0 3 samsung telecommunications KIT.11 i, Fill IM-1 Ra ;1*101:4 0111,51 Antenna Mo" TA08025-13605 MX08FRO665-21 RDIDC-9181-PF-48—CCIV3 MC-PK8-DSH Platform Mount RRUS 31 825 FWHR Platform Mount ILP 304- I—KCKR-HR-1] AW3286 w/ Mount Pipe APXV9ERR18-C w/ Mount Pipe APXVSPP 1 8-C wl Mount Pipe AW3286 w/ Mount Pipe RRUS 11 RSTAC-7124-P-120 RHSDC-3315-PF-48 CBRS w/ Mount Pipe Ifill ATHLITI-sm, Platform Mount [LP 303- I—KCKR-HR-1] Up Lgic-Ug* J12-3�, Pipe SC2-19OBB Table 3 - Documents Provided FDocument 4-GEOTECHNICAL REPORTS 4-POST-MODIFICATION INSPECTION 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER DRAWINGS 4-POST-MODIFICATION INSPECTION 4-TOWER REINFORCEMENT DESIGN/DRAWINGSIDATA 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 4-POST-MODIFICATION INSPECTION 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 4-POST-MODIFICATION INSPECTION tnxTower Report - version 8.3,0.5 I Aumber Feed ofFeed Line Lines Size (in) I I M, I&I'MrAm May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 5 RERx�= tnxTower (version 8.3.0.5), a commercially available analysis software package, was used to createm- three-dimensional model of the tower and calculate member stresses for various loading case Selected output from the analysis is included in Appendix A. When applicable, Crown Castle h �] calculated and provided the effective area for panel antennas using approved methods following t intent of the TIA-222 standard. tnxTower was used to determine the loads on the modified structure. Additional calculations wem-9 performed to determine the stresses in the pole and in the reinforcing elements. These cafculatio are included in Appendix C. I gunman= 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) 111111 tSectioAn C Elevation 1 111) Component Type Size ntical % Failj N'o. Element �Calme+tyPass Ll 125-120 Pole TP15.247xl4x0.1875 Pole 5-69,0 Pass L2 120-115 Pole TP16.493xI5.247x0.1875 Pole 17 7oo, Pass L3 115-110 Pole, TP1 7 7416.493x0. 1875 Pole 27. 1 % Pass L4 110 - 108.5 Pole TP 18,114 17 740, 1875 Pole 29 7qb Pass L5 L6 L7 L8 L9 L10 Lll L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 108 5 - 108.25 108.25 - 103 25 10325-101 101- 10075 10035 - 95,75 95,75-9075 90,75-898 89,8-8955 89.55 - 84,55 84.55 - 84 84-Bit 80-75 75-73.5 73 5 - 7325 73.25 - 6825 68.25 - 6125 6325 - 60 5 60.5-6025 60.25-5525 55.25 - 516 Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reirif Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reinf Pole + Reirif Pole + Reinf Pole + Reinf Pole + Reinf Pole + Rerrif Pole + Reinf Pole + Reinf TP18 176x18 1140 375 TP19.423x18 1760.3625 TP 19 984x 19423xO 3563 TP20 046x19.984x0.3563 TP21 293x20.O46x0,3438 TP22.539x2I.2930 3313 TP22 776x22.539xO 3313 TP22 838x22 776x0,4875 TP24 085x22.838x0-4625 TP24 97x24 085x0.4625 TP24,843X23-85X0.4875 TP26_096x24_848x0 4688 TP26.47x26.096x04625 TP26 533x26.47x0 5375 TP27.78x26 533x0_5125 TP29.028x27.78x0.5 TP29.71429.028x0.5 TP29 777x29.714xO 55 TP31.02429.777x0.5375 TP31 436x31.024xO 5375 Reinf. 10 Tension Rupture Reinf 10 Tension Rupture Reinf 10 Tension Rupture Rernf 10 Tension Rupture Reinf 10 Tension Rupture Romf 10 Tension Rupture Renif 10 Tension Rupture Retaf 14 Tension Rupture Retrif, 14 Tension Rupture Reinf 14 Tension Rupture Reinf 10 Tension Rupture Reinf 10 Tension Rupture Reinf 10 Tension Rupture Rernf 9 Bolt -Shaft Bearing Reinf. 9 Tension Rupture Rernf 9 Tension Rupture Reinf. 9 Tension Rupture Reinf. 9 Tension Rupture Reinf, 9 Tension Rupture Reinf 9 Tension Rupture 21.3% Pass 30 5% Pass 343% Pass 34 70b Pass 44,00o Pass 52,60o Pass 54, 1 % Pass 386% Pass 44,1110 Pass 447,1,6 Pass 48,60b Pass 54.6ob Pass 56,99b Pass 48,5% Pass 5430b Pass 59.6% Pass 623bb Pass 569010 Pass 61 lob Pass 62 3qo Pass May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 6 Section NO. Elevation Ift) Component Type Size Critical Element % Capacity Pass I Fail L25 53,6-5335 Pole + Rant. TP31 499x31.436x0.65 Reinf. 9 Tension Rupture 53.0% Pass L26 5335 - 48.5 Pole + Reinf TP32_709x31,499x0.625 Reinf. 9 Bolt -Shaft Bearing 56,4% Pass L27 48.5 - 48,25 Pole + Reinf. TP32.77lx32-709xO.625 Reinf. 8 Bolt -Shaft Bearing 56.6% Pass L28 4825-44-5 Pole + Reinf. TP34.83x32.77 1 xO 6125 Reinf 8 Tension Rupture 58,7% Pass L29 44.5 - 39 Pole + Reinf. TP34_591x33.21x0.675 Retrif, 8 Tension Rupture 56.8% Pass L30 39-34 Pole + Reirif TP35.846x34.591x0,65 Reinf, 8 Tension Rupture 59 000 Pass L31 34-33 Pole + Reinf TP36.097x35.846x0.65 Reinf 8 Tension Rupture 59.5116 Pass L32 33-3275 Pole + Reirif TP36 159x36,097x0 5625 Reinf 8 Tension Rupture 68,2qo Pass L33 32.75 - 27 75 Pole + Reinf TP37,41436 159x0.55 Reinf 8 Tension Rupture 70296 Pass L34 27 75 - 22.75 Pole + Retrif TP38 669x37 414xO 5375 Reinf 8 Tension Rupture 72, 1 Ob Pass L35 22.75 - 20 Pole + Reinf TP39.36x38 669x0,5375 Reinf 8 Tension Rupture 73,0% Pass L36 20- 1975 Pole + Reinf TP39 423x39.36x0. 55 Reinf, 8 Tension Rupture 70 7% Pass L37 1975-18,5 Pole + Reinf TP39 736x39.423xO 55 Reinf 8 Tension Rupture 71.20b Pass L38 18,5- 18,25 Pole + Reinf TP39 799x39 736x0_55 Reinf 8 Tension Rupture 71,2°o Pass L39 1825-18 Pole + Rent- TP39 862x39 799xO.55 Reinf, 8 Tension Rupture 71 Yo Pass L40 18-17-75 Pole + Reinf. TP39 925x39,862x0 575 Reinf 7 Tension Rupture 61-2% Pass L41 1775-17 Pole + Reinf. TP40_113x39_925x0,575 Reinf 7 Tension Rupture 61 4% Pass L42 17 - 1635 Pole + Reinf TP40.176x40 113xO-5375 Reinf I Tension Rupture 64.0m,Q Pass L43 16.75 - 11-75 Pole + Reinf, TP41 431x40.176x0.5125 Pole 65,40,b Pass L44 11,75 - 635 Pole + Reinf. TP42.686x41.431x0_5 Pole 67.5% Pass L45 6.75-1+75 Pole + Reinf. TP43.941x42,686x0.5 Pole 69.511,b Pass L46 1+75-0 Pole + Reinf- TP44.38x43,941x0.5125 Reinf I Weldment 81,8qo Pass Summary Pole 69,5% Pass Reinforcement 81.8R'o Pass Overall 81,8% Pass Table 5 - Tower Component Stresses vs. Capacity - LC5 Notes Component Elevation Jft) % Capacity Pass I Fail 1 Anchor Rods 0 45.8 Pass 1 Base Plate 0 55.4 Pass 1 Base Foundation (Structure) 0 49.4 Pass 1 Base Foundation (Soil Interaction) 0 15.7 Pass Structure Rating (max from all components) = 81.8% Notes: 1) See additional documentation in Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. The tower and its foundation have sufficient capacity to carry the proposed load configuration. Ro modifications are required at this time. May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 8 125 r, it MATERIAL STRENGTH }'fj fEL GRADE Fy FU GRADE FY FU 2 115cl TOWER DESIGN NOTES 1 Tower is located it, Tarrant Courty Texas 2 Tower designed for EXPOSLire '- to the TIA-222-H Standard 3 Tower designed for a 106 mph basic wind in accordance with the TA-222-H Standard 4 Tower is also designed for a 30 rriph basic wind with 1 .50 in ice. Ice is considered to increase in thickness with height 5 Deflections are based upon a 60 mph wind 03 Z 6 Tower Risk Category li 7 Topographic Category I vAth Crest Height of 0 D) If 8 TOWER RATING 81, 8�0 nd -0k 9039 845, . ..... . . . .......... ............ . . 73 5 1 o 632 1 "R . ... ....... 6 5 ft F". Qf 411 51 A i2,6 It ALL REACTIONS ARE FACTORED q AXIAL 90 K 20 it ea La 511 SHEAF'-�� P.101,1ENT 3 �jLL 279 ktp-ft TORQUE 0 kqc-ft 30 mph Wit ID - 15000 in ICE A)OAL 6 49 K 8 F SHEAR"'-- 1:40f,IENT 26K f 2 788 kip-ft TORQUE I k,,p-ft REACTION'S- 106 nriph WIND 2 �p Telamon ""BU #M646 - E GRAPEVINE telamon 319 Chapanoke Read, Suite 118 "'1"' 42285-M646-2387877-01-STR Raleigh, NC 27603 Crown Castle HS Phone 1405) 343-5460 cone TIA-222-H J'a'e 05!07,25 sca'e NTS FAX 405) 341-6334 pair 1- - --. - — r.11 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 9 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Tarrant County, Texas. • Tower base elevation above sea level: 543.27 ft, • Basic wind speed of 106 mph. • Risk Category If. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: O00 ft. • Nominal ice thickness of 1.5000 in, • Ice thickness is considered to increase with height. • Ice density of 56 pcf. • A wind speed of 30 mph is used in combination with ice. • Temperature drop of 50 OF. • Deflections calculated using a wind speed of 60 mph. • TOWER RATING: 81.8%. • Non -linear (P-delta) analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1, • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kess(IFi,) = O95, Kes(tj) = 0.85. • Maximum demand -capacity ratio is: 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate fee AWays Use Max Kz Kz In Exposure D Hurricane Region Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Use Special Wind Profile 0 ttCirlS Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL�r Retension Guys To Initial Tension Bypass Most Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurterimices Alternative Appurt EPA Calculation Autocalc Torque Arm Areas Add IBC 6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed time Bundles As Cylinder Ignore KL;ry For 60 Deg- Angle Legs Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque JuClUde Angle Block Shear Check Use TIA-222-H Bracing Resist Exemption Use "CIA-222-H Tension Splice Exemption Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry_ Section Elevation Section Splice Number TOP Bottom wall Bend Lengitt7 Length Of Diameter Diameter Thfckness Radius ft ft ft Sides in It7 it? in LI 125.00-120M 5.00 000 12 14.0006 152466 61875 0.7500 L2 120.00-115-00 500 0,00 12 152466 16.4932 01875 (&7500 L3 115 00-11 &00 5.00 0.00 12 164932 17,7398 01875 0,7500 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page '10 Section Elevation Section splice Number TOP Bottom wall Bend Pole Grade Length LetVth Of Diameter Diameter Thickness Radius ft ft ft Sides in in in in (50 ksi) L4 110 00-103-50 1-50 0.00 12 17.7398 18-1137 01875 0,7500 A572-50 (50 ksi) L5 108,50-108-25 025 OM 12 181137 18.1761 0.3750 1-5000 A572-50 (50 ksi) LB 108,25-10325 5-00 0.00 12 18.1761 19A227 0,3625 1,4500 A572-50 (50 ksi) L7 103.25-101M 225 000 12 19.4227 19,9836 03563 1,4250 A572-50 (50 ksi) L8 101.00-100.75 025 000 12 19,9836 20.0460 03563 1.4250 A572-50 (50 ksi) L9 100,75-9535 500 0.00 12 20,0460 21,2926 0,3438 13750 A572-50 (50 ksi) L10 95 75-90 75 500 0.00 12 21.2926 22,5391 0,3312 13250 A572-50 (50 ksi) L11 90 75-89 80 095 000 12 225391 227760 03312 13250 A572-50 (50 ksi) L12 89,80-8955 025 000 12 227760 228383 04875 19500 A572-50 (50 ksi) L13 89,55-84.55 500 0,00 12 22,8383 240849 04625 18500 A572-50 (50 ksi) L14 84.55-81,00 355 3-00 12 24.0849 24 9700 04625 1 B500 A572-50 (50 ksi) L15 81,00-80DO 4.00 000 12 238500 24.8482 04875 1,9500 A572-50 (50 ksi) L16 W00-75,00 5.00 000 12 248482 26,0959 0-4688 1,8750 A572-50 (50 ksi) L17 7500-73-50 1,50 0,00 12 26-0959 264702 0,4625 1,8500 A572-50 (50 ksi) L18 73,50-7325 0.25 0.00 12 26-4702 26.5326 0,5375 21500 A572-50 (50 ksi) L19 73-25-6825 5-00 0,00 12 26.5326 27.7803 0.5125 2.0500 A572-50 (50 ksi) L20 6825-63 25 5M OM 12 27,7803 29,0281 0-5000 2.0000 A572-50 (50 ksi) L21 63-25-60-50 275 000 12 29.0281 29,7143 05000 2.0000 A572-50 (50 ksi) L22 6050-60,25 0.25 OM 12 297143 29.7767 05500 22000 A572-50 (50 ksi) L23 6025-55,25 5,00 OM 12 29.7767 31 0244 &5375 21500 A572-50 (50 ksi) L24 55,25-5360 165 000 12 310244 31 4362 05375 21500 A572-50 (50 ksi) L25 53 60-53 35 0,25 000 12 31,4362 314986 06500 26000 A572-50 (50 ksi) L26 53,35-48.50 4.85 000 12 31 4986 327089 06250 25000 A572-50 (50 ksi) L27 48 50-4&25 025 000 12 32,7089 327713 0.6250 25000 A572-50 (50 ksi) L28 48-25-40-00 825 4,50 12 32,7713 34.8300 O6125 2,4500 A572-50 (50 ksi) L29 40M-39,00 550 0,00 12 33-2100 345906 0,6750 2.7000 A572-50 (50 ksi) L30 39,00-34D0 500 0-00 12 34 5906 358456 06500 2-6000 A572-50 (50 ksi) L31 3400-33.00 100 0,00 12 358456 36,0966 06500 2.6000 A572-50 (50 ksi) L32 33,00-3275 025 0-00 12 36-0966 36.1594 05625 2,2500 A572-50 (50 ksi) L33 32.75-2775 5.00 0-00 12 36.1594 374144 0.5500 2-2000 A572-50 (50 ksi) L34 27 75-2275 5.00 0-00 12 37-4144 38.6695 0.5375 2.1500 A572-50 (50 ksi) L35 22.75-20.00 2,75 OM 12 38.6695 39.3598 0.5375 21500 A572-50 (50 ksi) L36 20.00-1975 025 000 12 M 3598 39,4225 0,5500 22000 A572-50 (50 ksi) L37 19 75-18 50 1.25 0.00 12 39.4225 39.7363 05500 2.2000 A572-50 (50 ksi) 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Section splice Number TOP Bottom wall Bend Pole Grade Length LetVth Of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L38 18-50-1825 0-25 0-00 12 39,7363 39.7990 0.5500 22000 A572-50 (50 ksi} L39 18.255-18-00 0,25 000 12 393990 39.8618 0-5500 2-2000 A572-50 (50 ksi) L40 18 00-1775 0.25 0,00 12 39,8618 39.9246 0,5750 2-3000 A572-50 (50 ksi) L41 17.75-17.00 0.75 OM 12 399246 401128 0.5750 23000 A572-50 (50 ksi) L42 17 00-16 75 US 0.00 12 40.1128 40,1756 0,5375 21500 A572-50 (50 ksi) L43 1675-11 75 5,00 OM 12 40,1756 41,4306 0.5125 20500 A572-50 (50 ksi) L44 11.75-675 5.00 000 12 414306 426857 05000 20000 A572-50 (50 ksi) L45 675-1 75 500 0.00 12 426857 43.9407 05000 20000 A572-50 (50 ksi) L46 1 75-000 1,75 12 43.9407 44,3800 05125 20500 A572-50 (50 k5l) Section Tip Die Area I r C I/C i It/0 in in2 in in in' i[74 I I rr LI 14,4277 8,3393 203.0766 49449 7,2520 28.6028 411,4883 41043 15.7183 9-0919 2631718 5-3912 7,8977 333224 533,2574 4,4748 L2 157183 9.0919 263.1718 53912 7-8977 33-3224 5312574 4.4748 17.0089 98446 334,0873 5.8374 8.5435 39,1044 676.9515 4.8452 L3 17.0089 9.8446 334.0873 5.8374 8-5435 39,1044 676.9515 4.8452 18,2994 105972 4167189 6.2837 9-1892 45.3488 844-3854 52156 L4 182994 10-5972 4167189 62837 91892 45,3488 8443854 5,2156 18.6866 108230 443.9269 6A176 9.3829 473122 899.5162 5.3267 L5 186204 21 4195 860.2846 63505 93829 91.6862 17411698 10.5420 186850 21 4948 8693849 63728 9.4152 923384 17616096 10,5791 L6 186894 20,7929 8421771 6-3773 94152 39.4486 17064791 10.2336 199800 222480 10316448 68235 100609 102-5396 2090.3920 10.9498 L7 199822 21,8716 1014,8555 68258 10.0609 1008708 2056,3723 107645 20,5629 225151 11070930 70266 103515 1069498 2243.2706 110812 L8 20,5629 225151 11070930 7,0266 10,3515 106,9498 22432706 110812 206274 22.5866 11176737 70489 103838 107.6362 2264,7100 11 1164 L9 206318 21 8079 1080.5124 70534 103838 104,0574 21894110 107332 21,9224 231877 12988602 7,4997 11-0295 1171619 2631 8429 IIA123 LIO 21,9268 22.3579 12538708 75041 11,0295 1136829 25406821 110039 212174 23,6875 1491,1456 79504 116753 1277182 30214653 116583 L11 23,2174 23,6875 1491 1456 79504 11,6753 1277182 3021 4653 116583 214626 23,9401 15393665 80352 11 7980 130-4773 31191738 117826 L12 234075 34 9874 2218A976 79793 11 7980 188,0407 44952776 172197 23-4720 350852 22371617 80016 11M03 1891051 45330962 17.2679 L13 234808 333232 2129.5655 80105 11.8303 180.0101 4315.0770 16,4007 24,7714 351797 2505,6866 8.4568 12,4760 2008407 5077.2003 17,3144 L14 247714 35,1797 2505,6866 8,4568 12,4760 200.8407 5077,2003 173144 25.6877 36,4978 2798,0186 87737 129345 216.3228 56695442 17.9631 L15 252944 36,6733 25549028 8,3638 12-3543 2068027 5176,9258 18.0495 25,5528 38.2402 2896.5749 87211 12,8714 225.0403 58%2460 18.8207 L16 25.5594 36,7977 2791.6042 8-7278 12-8714 2168850 56565469 18.1107 26.8511 38.6810 3242,5337 9,1745 13.5177 239.8735 6570.2524 19.0376 L17 26.8533 38.1746 3201.6412 9-1768 13-5177 236-8484 6487-3932 18.7884 27.2408 38.7320 3343.9576 9.3108 13.7116 243.8784 6775,7647 190627 L18 27.2144 44,8831 3852.6971 9.2839 137116 280-9813 78066089 22,0901 27.2790 449910 3880.5694 9-3063 13.7439 282.3486 7863.0856 22,1432 L19 27.2878 429397 37%7633 93152 137439 269,9936 7519.0126 211336 28.5795 44.9988 4270.5907 9.7619 14.3902 296,7704 86533745 22,1470 L20 28,5839 439213 41721624 91664 14,3902 289.9305 8453.9322 216168 29,8757 45,9302 47712142 102130 150365 3173080 96677736 226054 L21 298757 459302 47712142 10.2130 15,0365 317.3080 96677736 22.6054 30,5861 47.0351 51238817 10,4587 153920 3328922 10382373 23,1492 in 3,2495 35836 3-5836 3-9177 3,9177 4,2518 4,2518 4,3520 38495 38662 3.8997 42338 42505 4.4009 44009 4A176 44511 43852 48187 51527 51527 52162 43975 4,3142 4,8812 52153 52153 5-4525 5,0853 5,3528 5-4031 5,7375 5.7542 5.8545 5.6535 5.6702 5,7372 6-0716 6,1051 64395 64395 66234 Wt 17-331 19112 19112 20.894 20.894 22.676 22.676 21211 10265 10.31 10758 11.679 11.931 12.353 12.353 12.4 12949 13,92 14,547 15,555 15.555 15747 9841 9875 10554 11,276 11,276 11.789 10.431 10,98 11 527 12-24 12,442 12-658 10-518 10.549 11 195 11.847 1221 12879 12.879 13247 .a- May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 12 Section Tip Leta Area I r C I/C J NO tv Mt in #72 1& it? It? 03 in 177 117 4 L22 30-5685 516500 5607-3801 10.4408 15-3920 .364,3044 11362.072 25.4206 6-4894 11199 3 30.6331 51,7605 5643,4419 10.4632 15A243 365.8792 11435.143 254749 6.5062 11.829 3 L23 30-6375 50.6058 5522.2613 10A676 15-4243 358.0227 11189.598 24.9066 65397 12-167 5 31,9292 52.7653 6259.8143 109143 16.0707 389.5183 12684.080 259695 6.8740 12789 9 L24 31,9292 527653 62%8143 10,9143 16.0707 389.5183 12684.080 25.9695 68740 12789 9 323555 534779 6516,8863 11 0617 162839 4002032 13204978 263202 6.9844 12.994 6 L25 32,3158 644355 77951175 11.0215 16.2839 478.6997 15795021 31 7132 66829 10281 5 32,3804 64.5661 7842.6027 11.0438 163163 4806618 15891239 31 7774 66996 10,307 2 L26 323892 62 1331 75593128 110527 163163 463,2994 15317217 305800 67666 10.827 1 336422 645688 84836321 114860 16.9432 5007104 17190138 31 7788 70910 11 346 6 L27 336422 64,5688 84836321 114860 16,9432 5007104 17190138 31 7788 70910 11 346 6 33,7068 64.6943 85332171 11 5084 169755 502-6782 17290611 31,8406 T1077 11.372 2 L28 317112 634251 83723118 11-5128 169755 4931995 16964.573 312159 7-1412 11.659 5 35.8426 6T4855 10085-391 122499 18.0419 558.9970 20435,736 332143 7-6929 12-56 1 6 L29 35.3128 70.7148 95542814 11-6475 17,2028 555,3917 19359.564 348037 7,0913 10.506 4 35.5727 73-7155 10822-875 12,1418 17,9179 604.0255 21930,078 36,2805 T4613 11.054 0 9 L30 35.5815 710376 10445.091 12.1507 17,9179 582.9414 21164.587 34,9625 T5283 11,582 7 7 36.8808 73-6644 11647-184 12.6000 18.5680 627,2709 23600.354 36.2554 7-8646 12,099 7 0 L31 36.8808 716644 11647184 12,6000 18.5680 6272709 23600354 36-2554 T8646 12,099 7 0 37.1407 741898 11898.165 126899 18.6981 6363318 24108909 36-5140 79319 12.203 5 1 L32 371716 643612 10372928 12 7212 186981 5547598 21018365 31,6766 81664 14518 4 2 37,2365 644749 10427980 127437 187306 5567362 21129916 31.7326 81832 14548 9 4 L33 372409 630642 10206993 127482 187306 544,9380 20682135 31,0383 82167 14939 1 3 38,5403 652869 11324317 131975 19,3807 5843303 22946,947 32,1322 85531 15.551 3 6 L34 385447 638248 11078599 13,2019 19.3807 571.6311 22448245 314126 8.5866 15975 4 9 398440 65.9969 12248667 136513 200308 6114917 24819121 324817 89229 16.601 7 5 L35 39.8440 65,9969 12248,667 13,6513 20,0308 611,4917 24819,121 324817 8.9229 16601 7 5 405586 6T 1917 12925973 13,8984 20-3884 633.9878 26191 .525 330697 9,1079 16-945 0 7 L36 40,5542 68,7321 13213,805 138939 203884 648.1052 26774.751 338279 9.0744 16,499 1 5 40.6192 68.8432 13278,006 13.9164 204209 650.2175 26904,840 33.8826 9-0912 16.53 3 6 L37 40.6192 688432 13278.006 119164 20A209 650.2175 26904,840 33.8826 9,0912 16.53 3 6 40.9440 693989 13602.133 14,0287 20.5834 6608303 27561,609 34,1560 9-1753 16.682 3 8 L38 40,9440 693989 13602133 14,0287 20.5834 660.8303 27561 B09 34.1560 91753 16.682 3 8 41.0090 695101 13667585 140512 20.6159 6629631 27694233 34.2107 9.1921 16713 3 2 L39 41.0090 695101 13667585 140512 20.6159 6629631 27694233 342107 9,1921 16713 tnxTower Report - version 8,3,0,5 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 13 Section Tip Lira Area I r C I/C J NO tv Mt in #72 1& it? It? 03 in 177 117 3 2 41,0740 69-6212 13733,246 14.0736 20.6484 665.0994 27827,281 34-2654 9-2090 16744 8 4 L40 41.0651 72,7395 14330.111 14.0647 20.6484 694,0055 29036-690 35.8002 91420 15.899 2 3 41,1301 72.8557 14398.889 14.0871 20,6809 696.2404 29176.053 35.8574 91588 15.928 4 6 L41 41-1301 72,8557 14398.889 14,0871 20,6809 696.2404 29176.053 35.8574 9.1588 15.928 4 6 41,3250 73.2043 14606-543 141545 207784 7029665 29596.817 360289 9-2092 16016 7 6 L42 41,3382 684950 13692830 14,1680 207784 6589924 27745-387 33.7111 93097 1732 5 0 41,4032 686036 13758070 141904 20.8109 6610979 27877580 337646 93266 17,352 2 3 L43 414120 654540 13142996 14,1994 20.8109 631.5426 26631274 322145 93936 18.329 8 7 427113 675251 14430542 14.6487 21,4611 6724058 29240190 332338 97299 18,985 0 3 L44 42 7158 658983 14091484 14.6532 214611 656,6071 28553166 324331 97634 19527 0 9 440151 67,9189 15427,899 15,1025 221112 6977421 31261,107 314276 10,0998 202 7 6 L45 440151 679189 15427899 151025 221112 697,7421 31261107 334276 10,0998 20,2 7 6 45,3144 699396 16846,247 155518 22,7613 7401268 34135.065 34A221 104361 20,872 6 0 L46 45,3100 71,6674 17252502 15.5473 227613 757,9753 34958-246 352725 10,4026 20298 1 7 457648 723923 17781-334 157046 22,9888 773,4768 36029-804 35,6293 10,5203 20.527 3 Tower Gusset Gusset Gusset Grade Adjust Factor Elevation Area Thickness Af (per face) ft ft� in LI 125M- 12000 L2 120,00- 115M L3 115,00- 11000 L4 110 GO- 108.50 L5 108 50- 10825 L6 108 25- 10325 L7 103 25- 101,00 L8 101,00- 10035 L9 100 75- 9515 L 10 95,75- 9075 LI 1 90,75- 89.80 L12 89,80- W55 L 13 89.55- 84.55 L14 84.55- 81.00 L15 81M- 8000 L16 80,00- 7500 tnxTower Report - version 8.3,0,5 Adjust. Weightt..Iult Double Angle Double Angle Double Angle Factor Stitch Bolt Stitch Bolt Stitch Bolt A, Spacing Spacing Spacing Diagonals Horizontals Pedundants to in in 1 1 0924573 1 1 0.927101 1 1 0931146 1 1 0.929865 1 1 0938216 1 1 0950194 1 1 0-94614 1 1 0.90355 1 1 0.922517 1 1 0,919533 1 1 0,989204 1 1 10039 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tower Gusset Elevation Area (per face) ft ft` L17 75.00- 7150 L 18 73.50- 7125 L 19 73.25- 68,25 L20 68 25- 63,25 L21 63.25- 60.50 L22 60 50- 6025 L23 60.25- 5525 L24 55 25- 5360 L25 5160- 5335 L26 53.35- 4850 L27 48,50- 4&25 L28 48 25- 40.00 L29 40.00- 3900 L30 39-00- 34,00 L31 34.00- 33-00 L32 33,00- 32.75 L33 32 75- 2775 L34 27 . 75- 22J5 L35 22.75- 2000 L36 20,00- 1975 L37 19 75- M50 L38 18 50- 1825 L39 18,25- 1800 L40 1&00- 17,75 L41 17,75- IT00 L42 17 00- 16,75 L43 16 75- 11,75 L44 11,75- 6,75 L45 6,75-1 .75 L46 1 35-OM Gusset Gusset Grade Adjust Factor Adjust Weight thilt Double Angle DoubleAngle Double Angle Thickness A, Factor Stitch Bolt Stitch Bolt Stitch Bolt A, Spacing Sparing spacing Diagonals Horizontals Pedundants 117 in in in 1 1.01036 1 0,971077 1 0,993232 1 1 0994958 1 1 0.983331 1 1 101061 1 1 1.0104 1 1 1,00314 1 1 0971236 1 1 0986284 1 1 0985146 1 1 O.987988 1 1 0,977353 1 1 0-995175 1 1 0,991532 1 1 1.00212 1 1 1.009 1 1 1-01728 1 1 1,00953 1 1 102987 1 1 1 02617 1 1 102544 1 1 1 02471 1 1 1 10379 1 1 1 10113 1 1 11102 1 1 1 14664 1 1 1,15858 1 1 1 14317 1 1 1 11054 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 15 Description Sector Exclude Componen Placement Total Number StatVEn Width or Perimete Weight From t Number Per" Potv d Diainete r Torque Type ft Position r Pff Calculation 117 1 f? Safety Line 3,18 C No Surface Ar 125.00- 1 1 0.000 0,3750 0.22 (CaAa) 0.00 0.000 PWRT-606-S(7,8) 6 No Surface Ar 122.00 - 2 2 -0.240 0.9200 0.89 (CaAa) 0.00 -0-220 PWRT-608- B No Surface Ar 122 00 - 6 6 -0.124 0.8120 0.62 SJ0240507(34) (CaAa) 0,00 0000 RFFT-36SN1-001- 6 No Surface Ar 122,00- 3 3 -0.125 0.4000 0.09 XXK,1(1'8) (CaAa) 0.00 -0,122 HCS 2.0 Part 3(1 - V2) C No Surface Ar 107 00 - 2 2 -0.365 1.5500 171 (CaAa) 000 -0.340 CU12PSf,19P6XXX(I- C No Surface Ar 98 00 - 1 1 0240 1,6000 2,35 1 (CaAa) 000 0250 LDF5-50A(7 8) A No Surface Ar 84 00 - 3 3 -0065 10300 033 (CaAa) 0,00 0,000 TYPE SOOW A No Surface Ar 84.00- 1 1 0.125 08800 0,51 12;'9(7'8) (CaAa) 000 0126 2" Rigid Conduit A No Surface Ar 84,00- 2 2 0-120 20000 2,80 (CaAa) 0,00 0124 NILE Hybrid C No Surface Ar 76-00- 2 2 0,355 12500 0,68 3Power,,6Fiber RL 2(1- (CaAa) 0,00 0375 1 A) WR-VG86 f (3:4) k, No Surface Ar 76-00- 1 1 0,330 07560 0-53 lCaAa) OM 0,340 6" x V Flat Plate (G) A No Surface Af 35.00- 1 1 0.000 60000 14-0000 0,00 (CaAa) 0,00 0.000 6' x I" Flat Plate (G) B No Surface At 35-00- 1 1 0-000 6.0000 14-0000 0.00 (CaAa) 0.00 0.000 4.5" x I" Flat Plate (G) A No Surface Af 55 10- 1 1 OMO 4,5000 11 MOO 0.00 (CaAa) 35.10 0.000 4,5" x 1" Flat Plate (G) B No Surface Af 55 10 - 1 1 0.000 4.5000 11.0000 0,00 (CaAa) 3510 0.000 4" x 75' Flat Plate (G) A No Surface Af 9130 - I 1 0,000 4.0000 9M00 0.00 (CaAa) 81,30 0000 4" x .75' Flat Plate (G) B No Surface Af 91 30- 1 1 0000 40000 95000 000 (CaAa) 8130 OD00 4" x .75!'Flat Plate (G) C No Surface At 9130- 1 1 0000 40000 95000 0,00 (CaAa) 8130 0.000 4 5" x V Flat Plate (G) A No Surface At 36 83 - 1 1 0,000 4,5000 110000 1531 (CaAa) 3275 0000 4 5" x I" Flat Plate (G) B No Surface Af 36 83 - 1 1 0000 45000 11.0000 15.31 (CaAa) 3275 0,000 U'x I" Flat Plate (G) B No Surface Af 20,04- 1 1 0,000 60000 140000 0,00 (CaAa) OM 0,000 6" x V Flat Plate (G) C Pilo Surface Af 20-04- 1 1 0.000 60000 14,0000 000 (CaAa) 0-00 0,000 4 5" x 1' Flat Plate (G) A No Surface Af 50-13- 1 1 0,000 45000 11,0000 0,00 (CaAa) 15,13 0000 4.5" x 1" Flat Plate (G) 6 No Surface At 50,13- 1 1 0000 4.5000 11,0000 0.00 (CaAa) 20-13 0.000 4,5" x 1" Flat Plate (G) C No Surface Af 50,13- 1 1 OMO 4,5000 11,0000 0-00 (CaAa) 20.13 OMO 4 5" x I" Flat Plate (G) A No Surface Af 7519 - 1 1 0,000 4.5000 11.0000 0.00 (CaAa) 50.19 0.000 4.5" x V Flat Plate (G) B No Surface Af 7519 - I 1 0-000 4.5000 11.0000 OrOO (CaAa) 5019 0.000 4 5" x 1" Flat Plate (G) C No Surface Af 75.19 - I 1 0.000 4.5000 11.0000 0.00 (CaAa) 50.19 0.000 4" x 75' Flat Plate (G) A No Surface At 110 27 - 1 1 0000 40000 9,5000 0.00 (CaAa) 75,27 0.000 4" x .75"" Flat Plate (G) 6 No Surface Af 110.27- 1 1 0000 4,0000 9.5000 0.00 (CaAa) 7527 0.000 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 16 Description Sector Exclude Componen Placernent Total Number Statf/En Width or Perimete Weight From t Number Per Potv d Diainete r Torque Type ft Position r Pff Calculation 117 1 rr 4" x .75" Flat Plate (G1 C No Surface Af 110,27- 1 1 0.000 4.0000 9,5000 0-00 (CaAa) 7527 0.000 4.5" x V Flat Plate (G) B No Surface Af 22,04- 1 1 0.000 4-5000 11-0000 1531 (CaAa) 1T96 0,000 4 5" x V F tat Plate (G) C No Surface At 22-04- 1 1 0.000 4,5000 11.0000 15.31 (CaAa) 1796 OMO 4.5" x V Flat Plate (G) A No Surface Af 51-79- 1 1 0.000 45000 11 0000 1531 (CaAa) 48-21 0.000 4.5` x V Flat Plate (G) 6 No Surface Af 51 79- 1 1 0.000 45000 11 MOO 15,31 (CaAa) 48,21 0.000 4.5" x 1" Flat Plate (G) C No Surface Af 51 79- 1 1 0.000 45000 11 MOO 1531 (CaAa) 48.21 0000 4" x 75" Flat Plate (G) A No Surface Af 76 79 - 1 1 0000 40000 9.5000 10,21 (CaAa) 7321 0000 4" x.75" Flat Plate (G) B No Surface At 76 79 - 1 1 0,000 40000 95000 1021 (CaAa) 7321 0,000 4" x 75" Flat Plate (G) C No Surface At 76 79 - 1 1 0000 4.0000 95000 1021 (CaAa) 7321 0000 6" x V Flat Plate (G) A No Surface Af 20 00 - 1 1 0000 60000 140000 000 (CaAa) 000 0,000 6" x V Flat Plate (G) B No Surface At 20,00- 1 1 0000 60000 140000 ODO (CaAa) 000 0,000 6" x V Flat Plate (G) C No Surface At 20-00- 1 1 0.000 6.0000 14.0000 0.00 (CaAa) 0,00 0000 6" x V Flat Plate (G) C No Surface Af 18 50 - 1 1 0.000 6-0000 14MG0 O.00 (CaAa) 000 OMO 5" x V Flat Plate (G) A No Surface Af 40-00- 1 1 0,000 5-0000 12,0000 0,00 (CaAa) 20,00 0,000 5' x V Flat Plate (G) 6 No Surface At 40M - I 1 0-000 50000 12.0000 ODD (CaAa) 20.00 0.000 5" x 1 " Flat Plate (G) C No Surface Af 40.00- 1 1 0.000 5M00 12-0000 000 (CaAa) 20.00 0.000 5" x V Flat Plate (G) A No Surface Af %50 - 1 1 0000 5.0000 I2.0000 0.00 (CaAa) 40,00 OMO 5" x 1" Flat Plate (G) 6 No Surface Af 60 50 - 1 1 0,000 5.0000 12,0000 OM (CaAa) 40.00 0.000 5" x V Flat Plate (G) C No Surface Af 60.50- 1 1 0,000 5.0000 12.0000 0,00 (CaAa) 40,00 OMO 4" x.75!'Flat Plate (G) A No Surface Af 81 00- 1 1 0000 40000 95000 000 (CaAa) 6050 0,000 4" x .75" Flat Plate (G) B No Surface At 81 00 - 1 1 0000 4.0000 9,5000 000 (CaAa) 6050 0000 4" x 75" Flat Plate (G) C No Surface Af 81.00 - I 1 0000 4,0000 9.5000 0,00 (CaAa) 6050 0,000 3" x 75" Flat Plate (G) A No Surface At 102,00- 1 1 0000 3.0000 75000 000 (CaAa) 81,00 0000 3" x 75" Flat Plate (G) B No Surface At 10200- 1 1 0000 3,0000 7.5000 000 (GaAa) 8100 0.000 3" x 75" Flat Plate (G) C No Surface At 102.00 - I 1 0,000 3,0000 75000 000 (GaAa) 81.00 0,000 Yx I" Flat Plate (G) A No Surface At 22 13- 1 1 0000 5,0000 12,0000 21,27 (CaAa) 17,88 0000 5" x 1" Flat Plate (G) B No Surface At 22,13- 1 1 0,000 5,0000 120000 2127 (CaAa) 1788 0000 5" x 1" Flat Plate (G) C No Surface Af 22-13- 1 1 0-000 50000 12,0000 21.27 (CaAa) 1788 0.000 5' x 1" Flat Plate (G) A No Surface At 42,00- 1 1 0,000 5.0000 I2.0000 2127 (CaAa) 38.00 OMO 5" x V Flat Plate (G) 6 No Surface Af 42.00- 1 1 0,000 50000 I2.0000 21.27 (CaAa) 38.00 0.000 5" x V Flat Plate (G) C No Surface Af 42.00- 1 1 OMO 5,0000 12-0000 2127 (CaAa) 38.00 0,000 4" x .75" Flat Plate (G) A No Surface Af 62,25- 1 1 OMO 4.0000 9.5000 1021 (CaAa) 58-75 0000 4" x 75" Flat Plate (G) 6 No Surface At 62.25- 1 1 0,000 40000 9.5000 1021 (CaAa) 5875 0,000 4" x 75" Flat Plate (G) C No Surface Af 6225 - I 1 0,000 4.0000 95000 1021 InxTower Report - version 8.3,0.5 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 17 Description Sector Exclude Componen Placeinent Total Number StarVEn Width or Perimete Weight From t Number Per" Potv d Diarnete r Torque Type ft Position r Pff Calculation 117 1 n (CaAa) 58.75 0.000 PL 3" x 3;4" A No Surface At 82.34 - I 1 0.000 3.0000 75000 7,66 (CaAa) 79-67 0.000 PL 3" x 3/4" B No Surface Af 82 34 - 1 1 0,000 30000 7.5000 7,66 (CaAal! 79-67 0000 PL 3" x 14" C No Surface At 82,34- 1 1 0,000 3.0000 T5000 7,66 {CaAa) 79.67 0000 Feed Line/Linear App�u �nances - Entered As Area E)escliptlon Face Allow Exclude Cornponen Placement Total CaAa Weight or SIveld From t Number Leg Torque TyPe it ft lfl off Calculation 79 1 9A(I T`64) A No No Inside Pole 84 00 - 0.00 2 No lee 000 0,03 1:7' fee 000 0,03 1" Ice 000 003 2" Ice 0,00 0.03 004E6F-31331 - A No No Inside Pole 84,00 - ODO 3 No Ice 0,00 002 29(111 4) 12" Ice 0-00 0-02 1" fee 0.00 0,02 2" Ice 0-00 0,02 Tower Tower Face A- AF C.A,a CA., Weight Sectio Elevation In Face Out Face n ft ftT ft2 ft ft~ K L 1 125 00-120,00 A 0,000 0000 0.000 &000 0.00 B 0000 0.000 1,582 0.000 0.o1 C 0000 0000 0,188 0.000 000 L2 120.00- 115,00 A 0000 0000 0000 0000 000 B 0000 0000 3956 0000 0,03 C {Y000 0000 0188 0000 000 L3 115-00-110 00 A 0000 0000 0 180 OMO 000 6 0000 0.000 4.136 0000 003 C 0000 0000 0367 0000 000 L4 110 00-108 50 A 0000 0,000 1 Mo 0000 000 B 0000 0000 2187 0000 001 C 0,000 0,000 1,056 0000 OM L5 108,50-108 25 A 0000 0.000 0,167 0000 000 B 0,000 0,000 0,364 0,000 0,00 C 0000 0-000 0,176 0,000 000 L6 108-25-103 25 A 0.000 0-000 1333 0000 000 6 0.000 0,000 7289 0-000 003 C 0,000 OD00 4,683 0-000 0.01 U 103,25-101.00 A 0.000 OMO 2,000 U00 0.00 6 OMO OMO 3-780 0-000 0,0i C 0.000 0,000 2,782 0-000 0,01 L8 101.00-100-75 A 0,000 0-000 0.292 0.000 0.00 B 0-000 0.000 0,489 0-000 OM C OMO OMO 0379 0000 0.00 L9 100.75-95.75 A OMO 0000 5.833 OMO 0,00 6 0000 OMO 9389 0-000 0.03 C 0000 OMO T931 0000 0,02 L10 95,75-9035 A 0000 OMO 6200 0000 0,00 B 0000 0.000 % 156 0000 003 C 0000 0,000 8738 0.000 OM 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Tmer Face AR AF CAA C4AA Weight Sectio Elevation In Face Out Face 17 ft ft2 ft, fe ft� K L11 90 75-89M A 0000 0.000 1742 0-000 0.00 6 0.000 0.000 2493 0-000 0.01 C 0.000 0-000 2-224 0.000 0.01 L12 89,80-89.55 A 0.000 OMO 0-458 0-000 0.00 6 0000 0,000 0.656 OMO 0,00 C 0000 0-000 0.585 0-000 0,00 L13 89,55-84,55 A 0-000 OMO 9.167 OMO 0,00 B 0.000 OMO 13123 0000 0,03 C 0000 0.000 11 704 OMO 003 L14 84.55-8100 A 0.000 OMO 9204 OMO 003 6 0.000 0.000 9.622 0000 003 C 0,000 0000 8615 0,000 003 L15 81 00-8000 A 0.000 0000 2.508 0000 001 6 0000 0000 2,503 0,000 0,01 C 0000 0000 2.219 0000 001 L16 80.00-7500 A OMO 0000 11647 0,000 006 6 0,000 0D00 11.618 0.000 005 C 0000 0000 10525 0000 005 L17 75-00-7350 A 0000 0000 4080 0,000 0.03 B 0000 DMO 4-071 0-000 0,02 C 0000 0000 4 134 0000 003 L18 73,50-73-25 A 0,000 0,000 0680 0-000 000 B 0,000 0,000 0679 0000 000 C 0000 0,000 0,689 0.000 000 L19 7125-68 25 A 0.000 0000 11.089 0,000 0,04 6 0000 0000 11.060 0.000 0,03 C 0000 0,000 11-269 0.000 004 L20 6825-63-25 A 0,000 0,000 11.068 0,000 0,04 B 0000 0,000 11,039 0-000 0-03 C 0,000 0.000 11,249 0-000 004 L21 6125-60.50 A 0-000 0,000 6-969 0.000 0.04 B 0,000 0.000 6.953 0.000 0-03 C OMO OMO 7,068 0000 0.04 L22 60,50-60-25 A 0000 0.000 0,721 OMO 0,00 6 0,000 0.000 0-720 OMO 0.00 C 0000 0,000 0130 0000 OM L23 60.25-5525 A 0.000 0-000 12.657 0000 0-05 6 0,000 OMO 12,628 0D00 004 C 0000 0.000 12.838 0.000 0.05 L24 55.25-5360 A 0000 0.000 5053 0.000 0.01 B 0000 0000 5043 0000 001 C 0000 0,000 3937 0000 0.01 L25 53 60-5335 A 0000 0000 0383 0,000 0,00 B 0000 0,000 0 781 0.000 0,00 C 0000 OMO 0604 0,000 000 L26 53,35-4850 A 0000 0000 16960 0000 009 B 0000 0000 16,932 0000 008 C 0000 0000 13497 0,000 0,09 L27 48,50-4825 A 0000 0D00 0921 0000 001 B 0000 0,000 0,920 0-000 0,01 C 0D00 0000 0,743 0000 001 L28 48.25-40M A 0000 0000 27081 0000 010 6 0000 0-000 27033 0,000 009 C 0000 0,000 21-191 0000 0,11 L29 40,00-39-00 A &000 0,000 3747 0.000 003 B 0.000 0.000 3-741 0000 003 C 0000 0,000 3.033 0,000 0,03 L30 39M-34,00 A 0,000 0.000 18057 0-000 010 B 0.000 0D00 18.028 0-000 0.09 C 0.000 0D00 12.699 0-000 0.06 L31 34.00-3100 A OMO 0,000 3.951 0000 0.02 B 0.000 0000 1945 0-0010 0,02 C 0,000 0.000 2A16 0.000 0,01 L32 33,00-3235 A 0000 OMO 0.988 0000 0.01 6 0000 0D00 0986 0.000 0.01 C 0000 0.000 0604 0000 000 L33 32 75-27.75 A OMO 0000 16,902 0000 004 B 0000 0.000 16,873 0.000 003 C 0000 0000 12.082 0000 0.04 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 19 Tower Tmer Face AR AF CAA C4AA Weight Sectio Elevation In Face Out Face 17 ft ft2 ft, fe ft� K L34 2735-22,75 A 0000 &000 16.902 0-000 0.04 B 0,000 0.000 16.873 0-000 0,03 C Cr000 0-000 12,082 0.000 0.04 L35 22,75-20M A 0,000 OMO %624 0-000 0r07 6 0000 0,000 11314 OMO 0.09 C 0,000 0-000 9.079 0-000 0,10 L36 20M-19.75 A OMO OMO 1043 0-000 0.01 6 0.000 0.000 1247 0000 0,01 C OMO 0.000 1.007 0.000 001 L37 19,75-18,50 A 0000 OMO 5215 OMO 0.04 8 0000 0.000 6233 0.000 0-05 C 0.000 0000 5.035 0,000 0,06 L38 1850-18.25 A 0000 0000 1.043 0000 0.01 B 0000 0.000 1247 0.000 001 C 0000 0000 1,257 0000 001 L39 1825-18,00 A 0,000 0000 1.043 0000 0.01 6 0000 0.000 1247 OMO 001 C 0,000 0,000 1257 0000 001 L40 I&GO-17,75 A 0,000 0D00 0965 0000 0,00 8 0000 0000 1049 0.000 000 C 0000 0000 1,059 0,000 0,01 L41 17,75-17.00 A 0000 0,000 2,660 0000 001 B 0000 0,000 2843 0000 OM C 0000 0,000 2875 &000 Crol L42 17-00-1675 A 0000 0.000 0887 0-000 0,00 6 0000 0-000 0-948 0000 0.00 C 0000 0-000 0-958 0,000 0,00 L43 1& 75-1135 A 0000 0,000 15,200 OD00 004 6 0000 0,000 18-956 0,000 0,03 C 0.000 0.000 19.166 0-000 004 L44 11.75-6.75 A 0000 0,000 13-985 0,000 0D4 6 0,000 0-000 18.956 0.000 0,03 C 0000 0D00 19.166 0-000 0.04 L45 6 75-135 A 0000 0,000 13.985 OD00 0.04 6 0000 0.000 18-956 0D00 0,03 C 0000 0.000 19.166 0000 0.04 L46 1 75-0M A OMO 0,000 4.895 0.000 0.01 6 0000 0,000 6.635 OMO &01 C 0,000 0000 6.708 0.000 0,01 Feed Line/Linear Appurtenances Section Areas - With Ice Totuer Totizer Face /ce A= AP CA14 C--A� Weight Sectio Elevation or Thickness 117 Face Out Face n ft Leg in ft ft2 ft' fF K L 1 125,00-120 00 A 1454 0000 0000 0000 0000 000 B 0000 0,000 4158 0000 005 C 0,000 0000 1641 0,000 0,02 L2 120,00-115 00 A 1448 OMO 0000 0000 0000 0,00 6 0000 0-000 10374 0000 012 C 0000 OMO 1635 0000 0,02 B 115-00-110-00 A 1,441 0-000 0-000 0258 0,000 0-00 6 0000 0,000 %608 OMO 0-12 C &000 0,000 1,887 0000 0.02 L4 110-00-108-50 A 1 A37 0Y000 0-000 1431 0-000 0,01 6 0,000 0000 4,531 0,000 0D5 C 0.000 0,000 1-919 0-000 0.02 L5 108.50-108-25 A 1A36 0-000 0-000 0-238 0,000 0.00 6 0.000 OMO 0755 0-000 0.01 C 0D00 0D00 0,320 0.000 0,00 L6 108,25-103.25 A 1.432 0.000 Cr000 4366 0,000 004 B 0.000 0-000 15.082 0000 0.16 C OMO 0.000 9.182 0000 0,10 U 10325-101.00 A 1,427 DMO 0,000 2.928 0.000 003 6 OMO 0000 7,562 0-000 0,08 C 0000 0000 5329 0,000 006 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Tower Face fce A., Ar C4AA CA4 weight sectio Elevation or ThlCkneSS In Face Out Face 17 ft Log in it` ft` ft-I ft2 K L8 101-00-10035 A 1.426 0000 0,000 0.434 0-000 0.00 B 0.000 0-000 0,949 0,000 0,01 C 0,000 OMO 0,701 0.000 0.01 L9 100,75-95-75 A 1.422 0-000 OMO 8,677 0.000 OM 6 0,000 OMO 18,954 0.000 020 C 0000 OMO 15.001 0000 0,16 L10 95 75-9035 A 1A15 OMO 0000 9136 0.000 0.08 B OMO 0.000 19386 OMO 0.20 C 0000 OMO 16.658 OMO 0,19 L11 90,75-89.80 A 1410 0,000 0,000 2,462 0.000 002 B 0.000 0000 4406 0000 0.04 C 0,000 0000 3889 0,000 0,04 L12 8980-8955 A 1.409 0000 0.000 0648 0.000 001 6 0000 0,000 1 159 0000 0.01 C 0000 0000 1023 0.000 0,01 L13 8955-8455 A 1405 0000 OMO 12946 0.000 0,12 B 0,000 0,000 23159 0000 0.23 C 0,000 0,000 20436 0000 022 L14 84,55-81M A 1 398 0.000 0.000 15485 OMO 018 6 0.000 0.000 16.860 0,000 0,18 C 0000 0000 14929 0000 017 L15 81 00-80.00 A 1 394 0,000 OMO 4374 0,000 0-06 B OMO 0,000 4459 0000 0,05 C 0000 0,000 3-915 0-000 0,05 L16 80,00-75-00 A 1 389 0.000 0-000 20467 OMO 0,25 6 0D00 0-000 20-888 0000 0-23 C 0,000 0,000 19-187 0.000 023 L17 75.00-7150 A 1383 0,000 0-000 6.852 0000 0,09 6 0,000 0.000 6,977 0,000 0,09 C OMO 0-000 7-679 0.000 0.10 L13 7150-73,25 A 1381 0,000 0,000 1.141 0.000 0.02 6 0,000 0.000 1-162 0.000 0.01 C OMO 0,000 1279 0,000 0.02 L19 7125-68,25 A 1 376 0,000 OMO 19,549 OMO 0.21 6 0,000 0-000 19.967 0.000 0.20 C OMO 0.000 22295 0000 0.24 L20 6825-63,25 A 1366 0.000 0.000 19.467 0,000 0,21 8 0.000 0.000 19833 0.000 0,20 C OWO 0.000 22 193 0000 0.24 L21 63 25-60 50 A 1 358 0.000 0,000 11.821 0000 0.15 B 0.000 0.000 12048 0000 014 C 0.000 0.000 13311 0000 016 L22 60,50-6025 A 1354 0000 OMO 1 174 0,000 0.02 B 0000 0000 1 195 0000 001 C 0000 0000 1310 0000 002 L23 6025-55,25 A 1348 0.000 0000 21.178 0000 024 B 0000 0000 21.589 0000 023 C 0000 0.000 23369 0000 027 L24 55 25-53 60 A 1340 0000 0.000 8180 0000 008 B 0000 0000 8315 0000 OM C 0000 0.000 7 536 0.000 0.08 L25 5360-53.35 A 1,338 0000 0000 1262 0,000 0,01 B 0-000 0,000 1282 0,000 0,01 C 0.000 0,000 1 141 0000 0,01 L26 5335-48,50 A 1 331 0-000 0.000 26,676 0D00 0,32 B 0,000 0-000 27,070 0,000 031 C 0.000 0,000 24,324 0.000 0-31 L27 48-50-43,25 A 1,325 0-000 0,000 1432 0.000 0-02 6 0-000 0-000 1A52 0-000 0,02 C 0.000 0.000 1310 0-000 0.02 128 48,25-40M A 1.312 OMO 0.000 42,911 0,000 0.47 6 OMO OMO 43.574 0-000 0.45 C OMO OMO 38.880 0.000 0.45 129 40M-39.00 A 1.298 OMO OMO 5774 0000 OM B 0000 0,000 5.854 0.000 0.08 C OMO OMO 5285 0,000 008 L30 39.00-3400 A 1288 0000 0.000 27825 0.000 0.34 8 0,000 0.000 28,221 0.000 0,32 C OMO OMO 23,198 0000 026 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Tower Face fce A., Ar C4AA C:A4 weight sectio Elevation or ThlCkneSS In Face Out Face 17 ft Log in it ` ft` ft-I W K L31 34.00-3100 A 1-277 0000 0,000 5927 0-000 0,07 B 0.000 0-000 6-005 0,000 0,07 C OMO OMO 4472 0.000 0.05 L32 33,00-3275 A 1.275 OMO OMO 1.481 0.000 0-02 6 0.000 OMO 1-500 0.000 0.02 C OMO OMO 1.117 0000 0.01 L33 32 75-2735 A 1.264 OMO 0000 26-003 0.000 0,24 6 OMO 0.000 26.393 0000 023 C 0000 0.000 22261 0-000 0.23 L34 27,75-22.75 A 1 241 &000 0,000 25.856 0.000 0,24 8 0,000 OMO 26240 0000 0.23 C OMO 0.000 22.092 0000 O22 L35 22.75-20.00 A 1.221 0000 0000 15,758 0000 019 B 0000 0000 17321 0,000 0.23 C 0000 OMO 15031 OWO 0.23 L36 20,00-1975 A 1212 0000 0.000 1514 0000 0,02 6 0.000 0,000 1771 0000 0,02 C 0000 0,000 1563 0000 002 L37 1975-1850 A 1207 0.000 0,000 7563 0,000 010 8 0000 0,000 8846 0000 0.12 C 0000 0,000 7,803 0000 012 L38 18-50-18,25 A 1,202 0000 0.000 1511 0-000 0.02 B 0,000 0,000 1 767 0000 0,02 C 0,000 0-000 1869 0.000 003 L39 18,25-1&00 A 1201 0.000 0000 1510 0.000 0,02 6 0000 0.000 1767 0000 0.02 C 0,000 0.000 1,868 0,000 0-03 L40 18,00-1715 A 1A99 0000 0-000 1 A15 OWO 0.02 6 0.000 0-000 1,524 OMO 0.02 C 0,000 0-000 1.625 0,000 0,02 L41 17,75-17,00 A 1A96 0,000 0,000 3.959 OMO 0-04 6 0-000 0.000 4202 OMO 0.03 C OMO 0-000 4-504 0.000 0-04 L42 17.00-1675 A 1A92 0.000 0.000 1.319 OMO 0.01 B 0000 0.000 1400 0.000 0.01 C 0.000 0.000 1500 OMO 0.01 L43 16 75-11 . 75 A 1 172 0.000 0,000 22913 0000 0,21 8 0000 0-000 27,857 0.000 0.22 C 0,000 OMO 29,829 0000 026 L44 11.75-675 A 1 123 0.000 OWO 21 045 0000 0.19 B 0.000 0.000 27522 0000 0.21 C 0000 0,000 29407 0000 025 L45 675-1 75 A 1038 0000 0000 20583 0000 017 B 0000 0,000 26,954 0000 020 C 0000 0,000 28692 0000 023 L46 1 75-000 A 0887 0000 &000 6912 0,000 005 6 0000 0.000 9.076 0000 0,06 C 0000 0000 9,591 0000 007 Feed Line Center of Pressure Section Elevation CPI- CF-- cp",. cpz Ice Ice ft in in in in LI 125.00-120,00 1-1628 -0,9115 1.3069 -0,6048 L2 120 00-115.00 2.2346 -1.9576 2A209 -1.6546 L3 115,00-110.00 2.1858 -1.9145 2-1712 -1-6935 L4 110.00-108.50 1.2424 -IM81 1.5442 -1.2043 L5 108.50-10825 12532 -1 M75 15593 -1.2161 L6 108.25-103.25 15651 -0M06 1M58 -0,6904 U 103.25-101.00 14892 -0,4949 17849 -0,5013 L8 101 00-100 75 1.3046 -0A338 16183 -0.4549 L9 10075-95 75 1.2563 -0-3281 15470 -0.3062 LIO 95 75-90 75 1,1749 -01964 14526 -01263 L11 9035-89.80 0.9548 -01601 12742 -01117 tnxTower Report - version 8.3.0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation CP/ ft it? L12 89,80-89.55 0-9600 L13 89.55-84 55 0-9803 L14 84,55-8100 0.2096 L15 81 M-30,00 0-0874 L16 80-00-75.00 0-0266 L17 75.00-7150 -0,2105 L18 73.50-73 25 -02117 L19 73.25-68.25 -0,2516 L20 68.25-6325 -0,2592 L21 63.25-60.50 -0.2393 L22 60.50-6025 -0.2185 L23 60 25-55,25 42450 L24 55 25-53 60 -02288 L25 53.60-53,35 -02272 L26 53,35-48W -02098 L27 48.50-4825 -02034 L28 48 25-40 00 -02291 L29 40 00-39 00 -02078 L30 39M-34 00 -02237 L31 3400-33,00 -02175 L32 3300-32,75 -02181 L33 32,75-2775 -02415 L34 2775-22-75 -02469 L35 22 75-20 00 02656 L36 20,00-1975 0-6840 L37 19 75-18.50 06866 L38 18,50-18-25 06497 L39 18-25-18.00 0Z505 L40 18,00-17,75 0.1851 L41 17,75-17.00 0.0877 L42 17,00-1635 0,0880 L43 16.75-11-75 03515 L44 11,75-6-75 11060 L45 6-75-1,75 11302 L46 1,75-0W 1 1464 CP,- CF, CP-- Ice Ice io in it? -01611 I.2814 -0,1125 4 1650 1,3107 -01160 -06998 02602 -0,7915 -0.8463 0.1035 -0,9418 -0,8383 0.0071 -0,8803 -0.4871 -0-3517 -0,3969 44903 -0-3539 -0.3998 45840 -0.3975 -04507 -0.6039 44106 44689 -0.5591 -03945 -04530 -0,5110 -03756 -0.4322 45738 -0.4072 -04704 -15293 -03903 -1 1508 -1.6176 -03890 -1,2177 -14959 -03706 -1 1642 -14526 -03644 -1 1486 -16394 -03979 -12619 -14894 -03751 -1 1907 -21231 -03945 -1,6084 -27079 -03895 -2,0074 -27162 -03905 -2.0148 -2 1259 -0A200 -1 5752 -2,1782 -04280 -1-6227 -16000 -0.0423 -12788 -11815 0.2615 -1.0240 -1 1859 02635 -10285 0.0474 02538 -00850 O0474 02545 -00851 -02618 -01274 -0.3270 -0.3476 -02158 -0-3934 -03484 -0-2157 -0,3945 0,0151 0-2920 -0-1158 0,2025 0.5670 0-0238 02068 0.6020 0-0225 0.2097 0B529 0.0195 Note For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line K,� I X� Section Record No Segment No Ice Ice Elev. Ll I Safetv Line 318 120,00- 10000 1,0000 125,00 Ll 3 PWRT-606-S(7;8) 120-00- 1,0000 10000 122,00 Ll 4 PWRT-608- 120.00- 10000 10000 S - 20240507(14) 122.00 Ll 5 RFFT-36SNI-001 -XXh4(3"8) IKOO - 1,0000 1,0000 122.00 L2 I Safety Line Y8, 115.00- 1.0000 1.0000 120,00 L2 3 PWRT-606-S(7:8) 115,00- 10000 1.0000 120.00 L2 4 PWRT-608- 115.00-1 1,0000 10000 S_20240507(3,4) 120,00 L2 5 RFFT-36St),1-001 -XXNI(3,'B) 115.00 - 10000 IMOO 120,00 L3 1 Safety Line T8 110.00- 10000 1.0000 11500 L3 3 PWRT-606-S(T8) 110 00 - 10000 1.00001 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed bne, Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. 115.00 L3 4 PWRT-608- 110.00- 1,0000 1.0000 SJ0240507(3 4) 11500 L3 5 RFFT-36Shl-001-XXh1(3i8) 110M- 10000 1.0000 115,00 L3 38 4" x 75" Flat Plate (G) 110.00- 10000 1.0000 110-27 L3 39 4" x .75" Flat Plate (G) 110 00 - 1,0000 1.0000 1M27 L3 40 4" x 75" Flat Plate (G) 110 00 - 1,0000 10000 11027 L4 I Safety Line 3/8 108,50- 10000 1.0000 11000 L4 3 P1rWRT-606-S(7'8) 108 50 - 10000 1,0000 110.00 L4 4 PWRT-608- 108,50- 10000 10000 S_20240507(14) 110.00 L4 5 RFFT-36SKl-001-XXl`,1(3:8) 108,50- 1,0000 1,0000 11000 L4 38 4" x -75" Flat Plate (G) 108,50- 1,0000 10000 110,00 L4 39 4" x 75" Flat Plate (G) 108-50- 10000 1-0000 11000 L4 40 4" x.75" Flat Plate (G) 108 50 - 1.0000 10000 11000 L5 I Safety Line 3,,8 108,25- 1-0000 1,0000 108,50 L5 3 PWRT-606-S(7,,8) 108 25 - 10000 1-0000 108.50 L5 4 PART-608- 10825 - 1.0000 1,0000 S20240507(34) 108.50 L5 5 RFFT-36SN1-001-XXN1(3,8) 108.25- 1,0000 1.0000 108-50 L5 38 4" x,75" Fiat Plate (G) 108.25- 10000 1.0000 108.50 L5 39 4" x 75" Flat Plate (G) 108.25- 1.0000 10000 108.50 L5 40 4" x 75" Flat Plate (G) 10825- 10000 1 MOO 108,50 L6 I Safety Line 3/8 103,25- 1.0000 10000 108.25 L6 3 PWRT-606-S(T8) 103 25 - 10000 1,0000 10825 L6 4 PWRT-608- 103,25- 10000 10000 S_20240507(3;A) 10825 L6 5 RF F T-36SNI-00 I -XXh1(18) 103 25 - 10000 10000 108-25 L6 7 HCS 2 0 Part 3(1-1,2) 103 25 - 10000 1.0000 107,00 L6 38 4" x,79'Flat Plate (G) 103.25- 10000 10000 10825 L6 39 4*'x 75" Fiat Plate (G) 103,25- 10000 10000 10825 L6 40 4" x 75" Flat Plate (G) 10125 - 10000 1.0000 108.25 L7 I Safety Line 3'8 101,00- 10000 10000 10325 L7 3 PWRT-606-S(7:8) 101,00- 100001 1.0000 10325' U 4 PVVRT-608- 101,00- 1.0000 1,0000 S�_20240507(3A) 103.25 U 5 RFFT-36SN1-001-XXl%l(38) VIM- 10000 10000 103.25 U 7 HCS 2.0 Part 3(1-1:2) 101.00 - 1.0000 10000 103-25 L7 38 4" x 75" Fiat Plate tG) 101 00 - 1.0000 1.0000 10325 U 39 4" x .75'* Flat Plate (G) 101 00 - 1,0000 10000 103.25 tnxTower Report - version 8.3.0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Description Feed Line K; Ka Section Record No Segment No Ice Ice Elev. U 40 4" x.75" Flat Plate (G) 101 00 - 10000 10000 10325 U 63 3" x .75" Flat Plate (G) 101.00 - 1M00 IMOO 102.00 U 64 3" x .75" Flat Plate (G) 101 00 - 1,0000 1.0000 102.00 L7 65 3" x 75" Flat Plate (G) 101.00- IMOO 10000 10200 L8 I Safety Line 3%1 100 75 - 10000 10000 10100 LO 3 PWRT-606-S(7;8) 100 75 - 10000 1,0000 10100 L8 4 PWRT-608- 10075- 10000 10000 S20240507(3 4) 10100 L8 5 RFFT-36Sh,1-001-XXh1(3,8) 100.75- 10000 10000 101.00 L8 7 HCS 2.0 Part 3(1 -1 2) 100 75 - 1,0000 10000 10100 L8 38 4" x 75' Flat Plate (G) 10035 - 10000 1,0000 101.00 L8 39 4" x -75" Flat Plate (G) 100.75- 10000 10000 10100 LS 40 4" x1YFiat Plate (G) 100,75- 10000 1,0000 101-00 L8 63 3" x.75'* Flat Plate (G) 100 75 - 1,0000 10000 101-00 L8 64 3" x.75" Flat Plate (G) 100 75 - 1 D000 1,0000 101.00 L8 65 3" x .75' Fiat Plate (G) 100,75- 1,0000 1.0000 101.00 L9 1 Safety Line T8 95.75- 1.0000 I.0000 100-75 L9 3 PWRT-606-S(7,,8) 95,75- 1.0000 1,0000 100,75 L9 4 PWRT-608- 95,75- 1,0000 1.0000 S_20240507(3,!4) 10075 L9 5 RFFT-36SK1-001-XXN1(3`8) 95 75 - 10000 1.0000 100.75 L9 7 HCS 2 0 Part 3(1 -1 i2) 95,75- 10000 1 MOO 10075 L9 9 CU 12PShl9P6XXX(I - 12) 95,75- IMOO 10000 9800 L9 38 4"x,79* Flat Plate (G) 95 75 - 10000 1 MOO 100,75 L9 39 4" x. 75" Flat Plate (G) 95 75 - 10000 10000 10075 L9 40 4" x 75" Flat Plate (G) 95,75- 1.0000 10000 10075 L9 63 Yx .75" Fiat Plate (G) 95 75 - 10000 1.0000 100,75 L9 64 3" x 75" Flat Plate (G) 95 75 - 10000 10000 10075 L9 65 3" x 75" Flat Plate (G) 95 75 - 1,0000 10000 100,75 1-10 1 Safety Line 3,8 90.75 -' IMOO 1.0000 95,75 LIO 3 PWRT-606-S(7.;8) 90.75 - 1 0000 1,0000 95.75 LIO 4 PWRT-608- 90-75- 10000 1,0000 SJ0240507iT4) 9535 L10 5 RFFT-,36SNI-00 I -XX%l(3,T) 90.75 - 1,0000 1,0000 95.75 L10 7 HCS 2 0 Part 3(1 -1 90.75- 10000 10000 95,75 LIO 9 CU12PSN19P6XXX(1-1,?2) 90.75- 10000 1-0000 9575 1-10 24 4"x 79'Flat Plate (G) 90,75- 10000 10000 91 30 L10 25 4" x 75" Flat Plate (G), 90 75 - 100001 10000 MENUBMAI 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed bne, Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. 9130 L10 26 4" x -75' Flat Plate (G) 90.75- 1,0000 1.0000 9130 L10 38 4" x .75" Flat Plate (G) 90,75- 10000 1.0000 95.75 L10 39 4" x.75" Flat Plate (G) 90.75- 10000 1.0000 95.75 L10 40 4" x 75'" Flat Plate (G) 90 75 - 1,0000 1.0000 95.75 L10 63 3" x 75" Flat Plate (G) 90,75- 1,0000 10000 95,75 L10 64 3" x 75" Flat Plate (G) 90,75 - 10000 1.0000 9575 L10 65 3" x 75" Flat Plate (G) 90,75- 10000 1,0000 9575 L11 1 Safety Line 3;,8 89.80- 10000 10000 90,75 L11 3 PWRT-606-S(T8) 89.80 - 10000 1,0000 90,75 L11 4 PWRT-608- 89.80 - 1,00001 10000 S20240507(3�4) 90,75 L11 5 RFFT-36Skl-001-XX%1(38) 89,80- IMOO 1-0000 9075 L11 7 HCS 2 0 Part 3(1-1 2) 89.80 - 10000 10000 9075 1-11 9 CU12PSKl9P6XXX(1-1.,2) 89,80- 1-0000 1,0000 90.75 L11 24 4" x.75" Flat Plate (G) 89-80- 1-0000 1-0000 90-75 L11 25 4" x,75" Flat Plate (G) 89.80- 1-0000 1,0000 90.75 1-11 26 4" x.75" Flat Plate (G) 89-80- IMOO 1.0000 90,75 L11 38 4" x .75" Flat Plate (G) 89.80- 10000 1 MOO 90.75 1-11 39 4"x 75" Flat Plate (G) 89.80- 1.0000 10000 90.75 1-11 40 4" x .79'Flat Plate (G) 89.80- 10000 1 MOO 90,75 L11 63 3" x 75!'Flat Plate (G) 89.80- 10000 10000 90.75 1-11 64 3" x 75" Flat Plate (G) 89,80- 1 MOO 1,0000 9075 L11 65 37'x 75" Flat Plate (G) 89,80- 10000 10000 9075 L12 I Safety Line M 89.55 - 10000 10000 89,80 L12 3 PWRT-606-S(T8) 89.55- 1 0000 1.0000 89,80 L12 4 PWRT-608- 89,55- 1,0000 10000 S�_20240507(14) 8980 L12 5 RFFT-36SNI-00 I-XXM(38) 89,55- 10000 10000 89.80 L12 7 HCS 2.0 Part 30-1:2) 89,55- 10000 1.0000 89,80 L12 9 CU12PSNl9P6XXX(1-1.:2) 89.55- 10000 10000 89.80 L12 24 4" x .7YFlat Plate (G) 89.55 - 1,0000 1.0000 89.80 L12 25 4" x .75" Flat Plate (G) 89.55 - I . 0000 1,0000 89.80 L12 26 4" x 75" Flat Plate (G) 89.55- 1.00001 10000 89.80 L12 38 4" x.75'Fiat Plate (G) 89 55 - IMOO 10000 89.80 L12 39 4" x 75" Flat Plate (G) 89 55 - 1.0000 1.0000 8980 L12 40 4" x -7YFIat Plate (G) 89,55 -1 1.0000 10000 89.80 tnxTower Report - version 8.3.0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Toi,ver Feed Line Descnptiron Feed Line K; Ka Section Record No Segment No Ice Ice Elev. L12 63 S'x .75" Flat Plate (G) 89 55 - 10000 10000 89.80 L12 64 3°'x,75" Flat Plate (G) 89.55- 1M00 IMOO 89,80 L12 65 3" x 75" Flat Plate (G) 89,55- 1,0000 1.0000 89.80 L13 1 Safety Line 3"81 84 55 - 1.0000 10000 89.55 L13 3 PWRT-606-S(7 8) 84.55 - 10000 10000 89,55 L13 4 PWRT-608- 84 55 - 10000 1,0000 S20240507(3;4) 8955, L13 5 RFFT-36SKI-001-XXtvl(3!8) 84 55 - 10000 10000 89,55 L13 7 HCS 2.0 Part 3(1 -1 +2), 84 55 - 10000 10000 89.55 L13 9 CU12PShl9P6XXX(1-1 2) 84 55 - 10000 10000 8955 L13 24 4" x .75" Flat Plate (G) 84,55- 10000 1,0000 8955 L13 25 4'* x 75" Flat Plate (G) 84 55 - 10000 10000 M551 L13 26 4"x 75" Fiat Plate (G) 84,55- 10000 1,0000 8955 L13 38 4" x.75" Flat Rate (G) 84.55 - 1,0000 10000 89.55 L13 39 4" x 75" Flat Plate (G) 84.55 - 1.0000 1,0000 89.55 L13 40 4" x .75" Hat Plate (G) 84,55- 1,0000 1.0000 89.55 L13 63 3' x -75" Flat Plate (G) 84 55 - 1.0000 1.0000 89-55 L13 64 Yx 75" Flat Plate {G) 84-55- 10000 1,0000 89.55 L13 65 Y'x.75' Flat Plate (G) 84.55- 1,0000 1.0000 89.55 L14 I Safety Lme 32'8 81 00 - IMOO 1.0000 84,55 L14 3 PWRT-606-S(7i8) 8100- 10000 1 MOO 84.55 L14 4 PWRT-608- 81 00 - 1,0000 10000 S20240507(14) 8455 L14 5 RFFT-36SN1-00 I -XXNI(3,'8) 81.00- 1 MOO 1 MOO 84,55 L14 7 HCS 2.0 Part 3(1-122) 81 00 - 1 0000 10000 8455 L14 9 CU 12PSM9P6XXX(1 - I.Q) 81,00- IMOO 10000 8455 L14 11 LDF5-50A(7li8) 81 00 - 10000 1.0000 8400 L14 14 TYPE SOOW 12"9(7;3) 81-00- 10000 10000 84,00 L14 15 2" Rigid CoiidLift 81,00- 10000 10000 84,00 L14 24 4" x .757FIat Plate (G) 8130 -' I.0000 1.0000 8455 L14 25 4" x .75" Flat Plate (G) 81 30 - 1.0000 1,0000 84.55 L14 26 4" x 75" Flat Plate (G) 81,30- 1,0000 1,0000 84.55 L14 38 4" x .75" Flat Plate (G) 81 00 - 1,0000 1,0000 84,55 L14 39 4" x 75" Flat Plate (G) 81,00- 1-0000 10000 84-55 L14 40 4" x .79'Flat Plate (G) 81.00 - 10000 1-0000 8455 L14 63 3" x 75" Flat Plate (G) 81.00- 10000 10000 84.55 L14 64 T'x .75" Flat Plate (G) 81 00 - 10000 10000 mi =-WA#j 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. 84.55 L14 65 3' x -75' Flat Plate (G) 81.00- 1,0000 1.0000 84-55 L14 75 PL 3" x 34" 81 00 - 10000 1.0000 82.33 L14 76 PL Yx 3 4" 81-00- 10000 1.0000 8233 L14 77 PL 3:'x 34" 81,00- 1,0000 1.0000 8233 L15 I Safety Line 3,,,8 80.00- 1,0000 10000 81M L15 3 PWRT-606-5(7.18) 80 00 - 10000 1.0000 8100 L15 4 PWRT-608- 80 00 - 10000 1,0000 S_20240507(14) 8100 L15 5 RFFT-36Shl-001-XXhl(3,3) WOO - 10000 10000 8100 L15 7 HCS 2 0 Part 3(1 -1 Q) 80,00- 10000 1,0000 8100 L15 9 CU12PSI%19P6XXX(1-1?2) 80.00- 1,00001 10000 81.00 L15 11 LDF5-50A(T8) MOO - 10000 1-0000 8100 L15 14 TYPE SOOW 12;9(T8) 80,00t;1 10000 10000 810 L15 15 2" Rigid Conduit WOO - 1,0000 1,0000 81,00 L15 38 4" x 75" Flat Plate (G) 80 00 - 1,0000 1-0000 8100 L15 39 4" x 75" Flat Plate (G) 80-00- 10000 1,0000 81.00 L15 40 4" x.75" Flat Plate (G) 80 00 - 1,0000 1.0000 81,00 L15 60 4" x .79'Flat Plate (G) 80M - 10000 1.0000 81,00, L15 61 4" x 75" Fiat Plate (G) 80.00- 1.0000 10000 81,00 L15 62 4" x .79'Flat Plate (G) 80.00- 10000 1 MOO 81.00 L15 75 PL 3" x 3, 4" 80,00- 10000 10000 81,00 L15 76 PL 3" x 3W' 80 00 - 1.O000 1,0000 8100 L15 77 PL 3" x 3:4" 80,00- 10000 10000 8100 L16 1 Safety Line 18 75,00- 1 0000 10000 MOO L16 3 PWRT-606-5(718) 75,00- 10000 1.0000 80,00 L16 4 PWRT-608- 75,00- 1,0000 10000 S_20240507(14) 8000 LIB 5 RFFT-36SN1-001-XXNl(3;'8) 75.00 - 10000 10000 80,00 L16 7 HCS 2-0 Part 3(1-V2) 75.00 - 1,0000 1.0000 80M L16 9 CU12PSkl9P6XXX(1-1.,2) 75M - 1,0000 10000 80,00 L16 11 LDF5-50A(7W8) 75.00- 1.0000 1.0000 80,00 L16 14 TYPE SOOW 12f9(7'8) 75,00- 10000 1,0000 8000 L16 15 2" Rigid Conduit 75,00- 1.0000 10000 8000 L16 17 %lLE Hybrid 3Power,'6Fiber 75.00- 1,0000 10000 RL 2(1 -14) 7600 L16 18 WR-VG86T(3 4) 75 00 - 1,0000 1.0000 7600 L16 35 4 5" x I" Flat Plate (G) 75,00- 10000 10000 75 19 tnxTower Report - version 8.3.0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Eiev. L16 .36 4 5" x I" Flat Plate (G) 75,00- 10000 10000 7519 L16 37 4.5" x I" Flat Plate (G) 75,00- 1.0000 IMOO 75.19 L16 38 4" x 75"' Flat Plate (G) 75-27- 10000 1.0000 8000 L16 39 4" x. 75" Flat Plate (G) 7527- IMOO 10000 8000 L16 40 4" x 75" Flat Plate (G) 75 27 - 10000 10000 8000 L16 46 4" x .75" Flat Plate (G) 75.00- 10000 1,0000 76.79 L16 47 4" x. 7YFIat Plate (G) 75 00 - 1,0000 10000 7679 L16 48 4" x,75" Flat Plate (G) 75,00- 10000 10000 76,79 L16 60 4" x. 75" Flat Plate (G) 75,00- 1,0000 10000 80,00 L16 61 4"x 75'Flat Prate (G) 75,00- 10000 1,0000 8000 L16 62 4" x 75" Flat Plate (G) 75,00- 10000 10000 8000 L16 75 PL 3" x 34' 79,67- 10000 1,0000 8000 L16 76 PL S'x 14" 79 67 - 10000 10000 80,00 L16 77 PL 3" x 34" 79-67- 10000 1,0000 80-00 L17 1 Safety Line 3.8 73.50- 1,0000 1.0000 75.00 L17 3 PWRT-606-S(7;:8) 73.50- IMOO I.0000 7500 L17 4 PWRT-608- 73-50- 1,0000 1,0000 S20240507(3/4) 75.00 L17 5 RFFT-36ShI-001-XXkI(3J8) 73.50- 10000 1.0000 75,00 L17 7 HCS 2.0 Part 3(1-1;2) 73,50- 10000 1.0000 75.00 L17 9 CU12PSkI9P6XXX(1 - 12) 7350- 10000 1 MOO 7500 L17 11 LDF5-50A(71:8) 73 50 - 1.00001 10000 7500 L17 14 TYPE SOOW 12 9(.7 8) 73.50- 10000 1 MOO 7500 L17 15 2" Rigid Conduit 73.50- 1.0000 10000 7500 L17 17 NILE Hybrid 3P=er%6Faber 73 50 - 10000 10000 RL 20-14) 7500 L17 18 WR-VG86T(314) 73,50- 10000 1.0000 7500 L17 35 4 Yx 1" Flat Plate (G) 73,50- 10000 10000 7500 L17 36 4.5" x V Flat Plate (G) 73 50 - 110000 10000 7500 L17 37 4 5" x I" Flat Plate (G) 7150 - 1,0000 1.0000 75.00 L17 46 4" x 75" Flat Plate (G) 73,50- 10000 1,0000 75,00 L17 47 4" x .75'" Fiat Plate (G) 73-50- IMOO 1,0000 75,00 L17 48 4" x.75" Fiat Plate (G) 73.50 - 1,0000 1,0000 75.00 L17 60 4" x .7YFlat Plate (G) 73.50- 1.0000 10000 75.00 L17 61 4" x 75" Flat Plate (G) 73.50- 10000 1-0000 7500 L17 62 4" x 75" Fiat Plate (G) 73 50 - 10000 10000 7500 L18 1 Safety Line 31:8 73 25 - 10000 10000 m4i- .100A.,11 ., 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Description Feed Line K; Ka Section Record No Segment No Ice Ice Elev. 7150 L18 3 PWRT-606-S(T8) 73.25- 1,0000 1.0000 73.50 L18 4 PWRT-608- 7125 - 10000 1.0000 S-20240507(13!4) 73.50 L18 5 RFFT-36Sk1-001-XX%l(3/8) 73.25- 10000 1.0000 7150 L18 7 HCS 2. 0 Part 3(1 - 1 Q) 7325- 1,0000 1.0000 73.50 L18 9 CUI 2PSK19P6XXX(I - 1 73-25- 1,0000 10000 73,50 L18 11 LDF5-50A(7 8) 73.25- 10000 1.0000 73,50 L18 14 TYPE SCOW 12;,9(7 8) 73.25- 10000 1,0000 73.50 L18 15 2" Rigid Conduit 73,25- 10000 10000 73-50 L18 17 MLE Hybrid 3Power;:6Fiber 73 25 - 10000 1,0000 RL 2(1-1.14) 73,50 L18 18 WR-VG86T43,4) 7125 - i,0000 10000, 7150 L18 35 4 5" x I" Flat Plate (G) 7125 - IMOO 1-0000 73-50 L18 36 4 Yx 1" Flat Plate (G) 7125 - 10000 10000 7350 L18 37 4,5" x V Flat Plate (G) 73.25- 1-0000 1,0000 73,50 L18 46 4" x.75" Flat Plate (G) 7125 - 1-0000 1-0000 73.50 L18 47 4" x 75" Flat Plate (G) 73.25- 1-0000 1,0000 7150 L18 48 4"x 75" Flat Plate (G) 7125 - IMOO 1.0000 73.50 L18 60 4" x .75" Flat Plate (G) 73.25- 10000 1 MOO 73,50 L18 61 4" x .75" Flat Plate (G), 73,25- 1.0000 10000 73.50 L18 62 4" x 75" Flat Plate (G) 73 25 - 10000 1 MOO 7150 L19 1 Safety Line 3/8 68 25 - 10000 10000 7325 1-19 3 PWRT-606-S(T8) 68.25- 1.0000 1,0000 7325 L19 4 PWRT-608- 68 25 - 10000 10000 S_20240507(3i4) 73.25 L19 5 RFF T-36SN1-00 I -XXNl(T8) 6825- 10000 10000 73,25 L19 7 HCS 2.0 Part 3(1 -1 :2) 65.25 - 1 0000 1.0000 7325 L19 9 CU12PSh49P6XXX(1 - V2) 6825- 1,0000 10000 73,25 L19 11 LDF5-50A(7,8) 68.25 - 10000 10000 7125 L19 14 TYPE SCOW 12!9(T8) 68.25 - 10000 1.0000 73,25 L19 15 2" Rigid Conduit 68.25 - 10000 10000 7125 L19 17 MLE Hybrid 3Power;6Fiber 68.25 1,0000 1.0000 RL 2(1-1 24) 7125 1-19 18 WR-VG86T(3,,4) 68-25- 1.0000 1,0000 73,25 L19 35 4.5" x I" Flat Plate (G) 68 25 - 10000 10000 73.25 L19 36 4 Yx I" Flat Plate (G) 68.25- IMOO 10000 73.25 L19 37 4.5" x I" Flat Plate (G) 68 25 - 1.0000 1.0000 7325 L19 46 4" x -75" Flat Plate (G) 7121 - 10000 10000 73,25 tnxTower Report - version 8.3.0.5 m W# am- 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Description Feed Line Section Record No Segment Elev. L19 47 4*'x 75" Flat Plate (G) 7121 - 73-25 L19 48 4" x .75" Flat Plate (G) 73.21 - 7125 L19 60 4" x .75" Flat Plate (G) 68.25- 73.25 L19 61 4"x 75'Fiat Plate (G) 68-25- 7325 L19 62 4" x 75" Flat Plate (G) 68 25 - 73.251 L20 I Safety Line 3:8 63.25 - 68.25 L20 3 PWRT-606-S(T8) 63 25 - 68 25 L20 4 PWRT-608- 63.25 - S�,_20240507(3;4) 6825 L20 5 RFFT-36S%1-001-XXNI(3,'8) 63.25- 6825 L20 7 HCS 2 0 Part 3(1 -1 e 2) 6325- 6825 L20 9 CU12PSkI9P6XXX(1-1,2 63,25- 68,25 L20 11 LDF5-50A(7f8) 63,25- 68.25 L20 14 TYPE SCOW 12r9(7"8) 63,25- 68-25 L20 15 2" Rigid Conduit 6125 - 68.25 L20 17 FILE Hybrid 3Power6Fiber 63,25- RL 2(1 - 1/4) 68-25 L20 18 VVR-VG86T(3r4) 63,25- 68-25 L20 35 4.5" x I" Flat Plate (G) 63-25- 68.25 L20 36 4.5" x 1" Flat Plate (G) 6125 - 68.25 L20 37 4.5" x I" Flat Plate (G) 6325- 68,25 L20 60 4" x 75'" Flat Plate (G) 63,25- 68.25 L20 61 4" x .75" Flat Plate (G) 63 25 - 68 25 L20 62 4" x 75" Flat Plate (G) 63 25 - 68 25 L21 1 Safety Line 3/8 6050- 6325 L21 3 PWRT-606-S(7^8) 60,50- 63,25 L21 4 PWRT-608- 60-50- S20240507(3,4) 6325 L21 5 RFFT-365%1-00I-XXNI(328) 60.50 - 6325 L21 7 HCS ZO Part 3(1- 1 2) 60.50- 6325 L21 9 CU12PShI9P6XXX(1-12) 60-50 -' 6125 L21 11 LDF5-50A(7/8) 6050- 63-25 L21 14 TYPE SCOW 12'9(778) 60,50- 6125 L21 15 2" Rigid Conduit 60.50- 63,25 L21 17 NILE Hybrid 3Power6Fiber 60.50 - RL 2(1-1,4) 6325 L21 18 WR-VG86T(3,,4) 60 50 - 63 25 L21 35 4.5" x V Flat Plate (G) 60.50- 6325 L21 36 4.5" x I" Flat Plate (G) 60,50- K; Ka No Ice Ice 10000 10000 1.0000 IMOO 1,0000 1.0000 I .0000 10000 10000 10000 1.0000 1,0000 10000 10000 10000 10000 1-0000 10000 10000 1,0000 10000 10000 10000 1,0000 1,00001 l0000 1,0000 1,0000 1,0000 1.0000 1-00001 1.0000 1.0000 1,0000 I MOO I 0000 1.0000 1.0000 10000 1 MOO IMOG 10000 10000 1 MOO 10000 10000 1.0000 10000 10000 1.0000 10000 10000 10000 10000 10000 1.0000 1 0000 1,0000 1,0000 1,0000 1,0000 1,0000 1.0000 10000 10000 1-0000 10000 10000 1,0000 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. 63.25 L21 37 4. 5" x I' Flat Plate (G) 60-50- 1,0000 1.0000 63.25 L21 60 4" x 75" Flat Plate (G) 60.50 - 10000 1.0000 63.25 L21 61 4" x 79'Flat Plate (G) 60.50 - 10000 1.0000 63-25 L21 62 4" x 75" Fiat Plate (G) 60-50- 1,0000 1.0000 63,25 L21 72 4" x 75" Flat Plate (G) 60.50 - IMOO 10000 62,25 L21 73 4" x 75" Flat Plate (G) 60.50- 10000 1.0000 6225 L21 74 4" x 75' Flat Plate (G) 60 50 - 1-0000 1,0000 6225 L22 I 'Safety Line 3Bj 60.25 - 1 0000 10000 60,50 L22 3 PWRT-606-S(718) 6015 - 1,0000 1,0000 60,50 L22 4 PWRT-608- 6f}25 - 1 MOO 10000, S_20240507t3,4) 60.50 L22 5 RFFT-368&1-001 -XXM(18) 60 25 - 10000 1-0000 60,50 L22 7 HCS 2.0 Part 3(1-1,2) 60.25- 10000 10000 6050 L22 9 CU12PSh19P6XXX(1-1i2) 60,25- 1,0000 1,0000 60,50 L22 I I LDF5-50A(T8) 6025 - 1,0000 1-0000 60-50 L22 14 TYPE SOOW 129(T81) 60.25- 1,0000 10000 60.50 L22 15 2" Rigid Conduit 60.25 - 1-00001 1.0000 60.50 L22 17 MLE Hybrid 3F`ower:6Fiber 60.25- 10000 1 MOO RL 2(1 -14) 60.50 L22 18 WR-VG86T(3;'4) 60.25- 1,0000 10000 60.50 L22 35 4,5" x V Flat Plate (G) 60.25- 10000 1 MOO 60,50 L22 36 4 5" x I" Flat Plate (G) 60.25- 1.0000 10000 60,50 L22 37 4 5" x V Fiat Plate (G) 60,25- IMOO 1,0000 6050 L22 57 5*'x V Flat Plate (G) 60 25 - 10000 10000 60,50 L22 58 5" x I" Flat Plate (G) 6025 - 10000 10000 6050 L22 59 5' x I" Flat Plate (G) 60 25 - 10000 1.0000 6050 L22 72 4" x 75" Flat Plate (G) 60,25- 1,0000 10000 6050 L22 73 4" x 79'Flat Plate (G) 60-25- 10000 10000 6050 L22 74 4*'x 75" Flat Plate (G) 60-25- 10000 1.0000 60.50 L23 I Safety Line 31'8 5525 - 1,0000 10000 60,25 L23 3 PWRT-606-S(71!8) 55,25- 1,0000 1.0000 60.25 L23 4 PWRT-608- 55.25 - 1.0000 1,0000 S�_20240507(3,A) 6025 L23 5 RFFT-36Shl-001-XXN1(3'8) 55-25- 1.0000 10000 60-25 L23 7 HCS 2,0 Part 3(1 -1 12j 55,25- 1.0000 10000 60.25 L23 9 CU12PSN19P6XXXt1-1,2) 55.25- 1.0000 1.0000 6025 L23 11 LDF5-50A(T8) 55.25- 1,0000 10000 6025 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed L Section Record N L23 L23 L23 L23 L23 L23 L23 L23 L23 L23 L23 L23 L23 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L24 L25 L25 L25 Descnption Feed Line K; K o Segment No Ice Ice Elev. 14 TYPE SCOW 12�9(7 8) 55.25- 10000 10000 60-25 15 2" Rigid Conduit 55,25- 1M00 IMOO 60.25 17 NILE Hybrid 3Power6Fiber, 55,25- 1,0000 1.0000 RL 2(1 -1 A) 60.25 18 WR-VG86T(814) 55.25- 1 .0000 10000 6025 35 4.9'x I" Flat Plate (G) 55.25 - 10000 10000 60.25 36 4 5" x V Flat Plate (G) 55 25 - 1 DOW 1,0000 60,25 37 4 5" x I" Flat Plate (G) 55 25 - 10000 10000 6025 57 9'x I" Flat Plate (G) 55.25 - 10000 10000 60,25 58 S'x I" Flat Plate (G) 55.25- 1-00001 10000 60,25 59 5"x I" Flat Plate (G) 55 25 - 10000 1,0000 6025 72 4" x 75" Flat Plate (G.) 58,75- 10000 10000 6025 73 4" x.75" Flat Plate (G) 58,75- 10000 1,0000 6U5 74 4" x .75" Flat Plate (G) 58,75- 10000 10000 60-25 1 Safety Line 38 53M - 10000 1,0000 5525 3 PWRT-606-S(T8) 53,60- 1,0000 1.0000 55.25 4 PWRT-608- 53.60- 10000 1.0000 S_20240507(3/4) 55-25 5 RFFT-36Shl-00I-XXN1(3;8) 53,60- 10000 1,0000 55.25 7 HCS 2.0 Part 3(1-1:2) 53,60- 1.0000 1 .0000 55,25 9 CU12PSI I9P6XXX(1 - 1(2) 53,60 - 10000 1.0000 5525 11 LDF5-50A(71;3) 53,60- 10000 1 MOO 55.25 14 TYPE SOOW 12`9(7i3) 53,60- 1,0000 10000 55,25 15 2" Rigid Conduit 53 60 - 10000 1 MOO 55.25 17 KILE Hybrid 3Pmer'6Fsber 53.60- IM00 10000 RL 2t1-14) 55,25 18 WR-VG86T(3,'4) 53.60- IMOO 10000 55,251 22 4 5" x I" Flat Plate (G) 53,60- 10000 1.0000 5510 23 4 5" x I" Flat Plate (G) 53,60- 1,0000 10000 55,10 35 4 5!'x I" Flat Plate (G) 53.60 - 1.a000 10000 55,25 36 4.5" x I" Flat Plate (G) 5160 -1 1 MOO 1.0000 55-25 37 4.5*'x I' Flat Plate (G) 53.60 - 10000 1,0000 55.25 57 57'x V Flat Plate (G) 53,60- 10000 1,0000 55.25 58 57'x I" Flat Plate (G) 53-60- 1,0000 1,0000 55.25 59 9'x I" Flat Plate (G) 53,60- 10000 10000 55.25 1 Safety Line M 5335 - IMOO 1-0000 5360 3 PWRT-606-S(7.;8) 53 35 - 10000 10000 5360 4 PWRT-608- 53,35- 1 . 00001 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. S_20240507(34) 53.60 L25 5 RFFT-36Sk1-001-XXN1(3!°8) 53-35- 1,0000 1.0000 53.60 L25 7 FICS 2.0 Part 3(1 -1,'2) 53.35- 10000 1.0000 5160 L25 9 CU12PShI9P6XXX(1 - 1:2) 53-35- 10000 1.0000 5360 L25 11 LDF5-50A(7/8) 53.35- 1,0000 1.0000 53.60 L25 14 TYPE SCOW 12,9(713), 53.35- IMOO 10000 53.60 L25 15 2" Rigid Conduit 53.35 - 10000 1.0000 53,60 L25 17 NILE Hybrid 3F`ower�Uiber 53.35- 10000 1,0000 RL 2(1-1/4)j 53,60 L25 18 WR-VG86T(3:A) 53,35- 1,0000 10000 5360 L25 22 4 5" x V Flat Plate (G) 53 35 - 10000 1,0000 5360 L25 23 4 5" x I" Flat Plate (G.) 53 35 - IMOO 10000, 53,60 L25 35 4 5" x I" Flat Plate (G) 53,35- 10000 1-0000 53,60 L25 36 4.5" x I" Flat Plate (G) 53-35- Imool 10000 53-60 L25 37 4.5" x I" Flat Plate (G) 53,35- 1-0000 1,0000 53.60 L25 57 5' x I" Flat Plate (G) 5335 - 10000 1-0000 5360 L25 58 5" x I" Flat Plate (G) 53-35- 10000 1000, 53.60 L25 59 5" x I" Flat Plate (G) 53.35- 10000 1 .0000 53,60 L26 I Safety Line 3"8 48.50 - 10000 1.0000 53.35 L26 3 PWRT-606-S(7;8) 48 50 - 1.0000 10000 53.35 L26 4 PWRT-608- 48.50- 10000 1 MOO S_20240507(3.4) 5335 L26 5 RFFT-36SN1 -00 1 -XXNI(3%8) 48.50- 1.0000 10000 5335 L26 7 FICS 2 0 Part 3(1 - 1;2) 48,50- 1.0000 1,0000 5335 L26 9 CU I 2PSN19P6XXX(i - V2) 48,50- 10000 10000 5335 L26 11 LDF5-50A(7!8) 48,50- 10000 10000 5335 L26 14 TYPE SOOW 12�9(7!8) 48.50 - 10000 1.0000 53351 L26 15 2" Rigd Conduit 48,50- 10000 10000 5335 L26 17 NILE Hybrid 3Power!6Fiber 48 50 - 10000 10000 RL 2(1-11A) 53,35 L26 18 WR-VG86T(3A) 48.50 - 10000 1.0000 5335 L26 22 4 5" x I" Flat Plate (G) 48.50 - 10000 10000 53,35 L26 23 4.5" x I" Flat Plate (G) 48,50- 1.0000 1.0000 53,35 L26 32 4 5" x V Flat Plate (G) 48.50- 1.0000 1,0000 50.13 L26 33 4.6'x I" Flat Plate (G) 48,50- 10000 10000 50-13 L26 34 4.5" x I" Flat Plate (G) 48,50- 1.0000 10000 5013 L26 35 4 5" x I" Flat Plate (G) 50 19 - 1.0000 1.0000 5335 L26 36 4.5" x I" Flat Plate (G) 50.19- 1,0000 10000 53.35 tnxTower Report - version 8.3.0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. L26 37 4 5" x I" Flat Plate (G) 50.19- 10000 10000 53.35 L26 43 4.5" x I" Flat Plate (G) 48.50- 1M00 IMOO 51,79 L26 44 4-5" x I" Flat Plate (G) 1 48-50- 1,0000 1.0000 51.79 L26 45 4.5" x I" Flat Plate (G) 48.50- IMOO 10000 51 79 L26 57 Yx I" Flat Plate (G) 48 50 - 10000 10000 5335 L26 58 5" x I" Flat Plate (G) 48 50 - 10000 1,0000 53.35 L26 59 5" x 1" Flat Plate (G) 48 50 - 10000 10000 53.35 L27 I Safety Line 3/8 48 25 - 10000 10000 48.50 L27 3 PWRT-606-S(7,8) 48 25 - 10000 10000 4850 L27 4 PWRT-608- 48,25- 1,0000 1,0000 S20240507(3A) 48.50 L27 5 RFFT-36SM-001-XXKl(3,18) 48.25- 10000 10000 4&50 L27 7 HCS 2.0 Part 3(1 -1 i2) 48,25- 10000 1,0000 48,50 L27 9 CU12PShl9P6XXX(1 - 112) 48,25- 10000 10000 48.50 L27 11 LDF5-50A(7:'8) 48.25 - 1-0000 1,0000 48.50 L27 14 TYPE SCOW 12.9(7,8) 48.25 - 10000 1.0000 4&50 L27 15 2" Rigid Conduit 48.25- 1.0000 1.0000 48.50 L27 17 MLE Hybrid 3Power:6Fiber 48,25- 1 DOW 1,0000 RL 2(1 -14) 48.50 L27 18 WR-VG86T(3A) 4825 - 1.00001 I .0000 48.50 L27 22 4-5" x I" Flat Plate (G) 48-25- 10000 1.0000 48.50 L27 23 4 5" x 1" Fiat Plate (G) 48-25- 10000 1 MOO 4850 L27 32 4 5*'x I" Flat Plate (G) 48,25- 1.0000 10000 4850 L27 33 4 5" x 1" Flat Plate (G) 48 25 - 10000 1 MOO 48.50 L27 34 4 5" x I" Flat Plate (G) 48,25- 10000 10000 4&50 L27 43 4.5" x I" Flat Plate (G) 48.25- 10000 10000 4850 L27 44 4 5" x I" Flat Plate (G) 48,25- 10000 1.0000 48,50 L27 45 4.5" x I" Flat Plate (G) 48,25- 1,0000 10000 4&50 L27 57 5" x 1" Flat Plate (G) 48,25- 10000 10000 48,50 L27 58 5" x I" Flat Plate (G) 48.25 - 10000 1.0000 48,50 L27 59 5" x I" Flat Plate (G) 48 25 - 1.0000 1,0000 48.50 L28 1 Safety Line 18 40,00- 10000 1,0000 4&25 L28 3 PWRT-606-S(7j8) 40.00- 1,0000 1,0000 4&25- L28 4 PWRT-608- 40.00- 1.0000 10000 S�_20240507(3;4) 48.25 L28 5 RFFT-36SKI-001 -XXNI(3,8) 40 00 - 10000 1-0000 4825 L28 7 HCS 2 0 Part 3(1 -1 Q) 40M - 10000 10000 4825 L28 9 CU12PSN19P6XXX(1-V2) 40,00- 1 00001 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. 48,25 L28 11 LDF5-50A(7,:8) 40.00 - 1,0000 1.0000 48.25 L28 14 TYPE SOOW 12r'9(7,:8) 40,00- 10000 1.0000 48.25 L28 15 2" Rigid CondUit 40-00- 10000 1.0000 48.25 L28 17 MLE Hybrid 3Power,6Fjber 40.00 - 1,0000 1.0000 RL 2(1 - 1 �4) 48,25 L28 18 WR-VG86T(34) 40.00- 1,0000 10000 48,25 L28 22 4 5" x I" Flat Plate (G) 40 00 - 10000 1.0000 4825 L28 23 4.5" x 1" Flat Plate (G) 40.00- 10000 1,0000 4825 L28 32 4 5" x V Flat Plate (G) 40 00 - 10000 10000 48,25 L28 33 4 5" x I" Flat Plate (G) 40-00- 1,0000 1,0000 4825 L28 34 4.5" x 1 " Flat Plate (G) 40 00 - 1.0000 10000, 48,25 L28 43 4 5" x I" Flat Plate (G) 48,21- 10000 1-0000 48,25 L28 44 4,5" x V Flat Plate (G) 48,21- 1.0000 10000 4825 L28 45 4 5" x I" Flat Plate (G) 48,21 - 1-0000 1,0000 48-25 L28 57 5" x 1" Flat Plate (G) 40.00- 10000 1-0000 4&25 L28 58 5" x I" Flat Plate (G) 40-00- 10000 1,0000 4&25 L28 59 Yx 11" Flat Plate (G) 40M - 10000 1.0000 48-25 L28 69 Yx !"Flat Plate (G) 40.00-1 100001 1 .0000 42001 L28 70 5" x V Flat Plate (G) 40.00- 1.0000 10000 4200 L28 71 5" x I" Flat Plate (G) 40.00- 1.0000 1 MOO 42,00 L29 I Safety Line 18 39,00- 10000 10000 40,00 L29 3 PVVRT-606-S(T8) 39.00-1 100001 1,0000 4000 L29 4 PWRT-608- 39,00- 10000 10000 S_20240507(3:4) 40,00 L29 5 RFF T-36SN1-00 1 AW(1 8) 39,00- 10000 10000 40,00 L29 7 HCS 2 0 Part 3(1-12)1 3900- 10000 1.0000 1 40.00 L29 9 CU12PShl9P6XXX(1 - 1.2) 39.00 - 11,0000 10000 4000 L29 11 LDF5-50A(7 8) MOO - 10000 10000 40,00 L29 14 TYPE SOOW 12,9(7,8) 39,00- 10000 1.0000 40,00 L29 15 2" Rigid CondUlt 39.00 - I.0000 10000 400 � L29 17 MLE Hybrid 3Powerffiber 39.00 1,0000 1.0000 RL 2(1-1,4) 40M L29 18 WR-VG86T(3,4) 39.00- 1,00001 1,0000 40.00 L29 22 4,5" x T' Flat Plate (G) MOO - 10000 10000 40,00 L29 23 4 5" x I" Flat Plate (G) 39.00- 1,0000 10000 4000 L29 32 4 5" x I" Flat Plate (G) 39 00 - 1.0000 10000 40.00 L29 33 4 Yx V Flat Plate (G) MOO - 10000 10000 40,00 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed bne, Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. L29 34 4 5" x I" Flat Plate (G) 39-00- 10000 10000 40.00 L29 54 5" x I" Flat Plate (G) 39.00- 1.0000 IMOO 40,00 L29 55 5" x I" Flat Plate (G) # 39.00 - 1,0000 1.0000 40.00 L29 56 9'x 1" Flat Plate (G) 39 00 - IMOO 10000 4000 L29 69 5" x I" Fiat Plate (G) 39.00- 10000 10000 40.00 L29 70 Yx I" Flat Plate (G) 39.00 - 10000 1,0000 4000 L29 71 5" x I' Flat Plate (G) 39 00 - 1.0000 10000 4000 L30 I Safety Line 18 34.00- 10000 10000 39,00 L30 3 PWRT-606-S(T8) 34.00 -, 1,0000 10000 39 00 L30 4 PWRT-608- 34,00- 10000 1,0000 S_20240507(3,,4) 39,00 L30 5 RFFT-36SKl-001-XXk1(T8) 34 00 - 10000 10000 39,00 L30 7 FIGS 2,0 Part 3(1 -12) 34 00 - 10000 1,0000 39.00 L30 9 CU12PSh,19P6XXX(1-1,`2) 34.00- 10000 10000 39,00 L30 I I LDF5-50A(7'8) 34,00- 10000 1,0000 39,00 L30 14 TYPE SOOW 12.'9(7t8) 34,00- 1,0000 1.0000 39,00 L30 15 2" Rigid Conduit 34.00 - 1-0000 1.0000 39,00 L30 17 hILE Hybrfd 3Power6Fiber 34.00- 10000 1,0000 RL 2(1 - V4) MOO L30 18 WR-VG86T(314) 34.00- 1,0000 1.0000 39,00 L30 20 6" x T* Flat Plate (G) 34.00- 100001 1.0o00 35,00 L30 21 6" x I" Flat Rate (G) 34.00- 10000 1 MOO 3500 L30 22 4 5" x I" Flat Plate (G) 35 10 - 1,0000 10000 3900 L30 23 4 5" x I" Flat Plate (G) 35 10 - 1.0000 1 MOO 39,00 L30 27 4 5" x I" Flat Plate (G) 34,00- 10000 10000 3683 L30 28 4 5" x I" Flat Plate (G) 34 00 - 1,0000 10000 36,83 L30 32 4 5" x 1" Flat Plate (G) 34.00 - 10000 1.0000 3900 L30 33 4.6'x I" Flat Plate (G) 34 00 - 10000 10000 3900 L30 34 4 Yx I" Flat Plate (G) 34,00- 10000 10000 3900 L30 54 5" x 1" Flat Plate (G) 34,00- 1,0000 1.0000 39,00 L30 55 5' x I" Flat Plate (G) 34,00- 1.0000 1,0000 39.00 L30 56 5" x I" Fiat Plate (G) 34,00- 10000 1,0000 3900 L30 69 5" x I" Flat Plate (G) 38,00- 1,0000 1,0000 3900 L30 70 5" x I" Flat Plate (G) 38-00- 1,0000 10000 39.00 L30 71 5" x 1" Flat Plate (G) 38.00- 1,0000 1-0000 3900 L31 I Safety Line 3,'8 3100 - 1,0000 10000 3400 L31 3 PWRT-606-S(T8) 33.00 - 1 0000l 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. 34.00 L31 4 PWRT-608- 33-00- 1,0000 1.0000 SJ0240507(3 4) 34.00 L31 5 RFFT-36Shl-001-XXh1(3i8) 33,00- 10000 1.0000 34.00 L31 7 HCS ZO Part 3(142) 3100 - 10000 1.0000 3400 L31 9 CU12PS?,I9P6XXX(14'2) 33.00- 1,0000 1.0000 3400 L31 11 LDF5-50A(7 8) 3100 - IMOO 10000 3400 L31 14 TYPE SOOW 12/9(7/8) 3300 - 10000 1.0000 34,00 L31 15 2" Rgid CondUlt 33.00- 1-0000 1,0000 34,00 L31 17 KILE. Hybrid 3Power,'6F6er 33,00- 1 0000 10000 RL 2(1 - tA) 3400 L31 18 WR-VG86T(3-4) 33-00- 1,0000 1,0000 3400 L31 20 6" x 11" Flat Plate (G) 33,00- 1.0000 10000, 3400 L31 21 6" x V Fiat Plate (G) 33 00 - 10000 1-0000 34,00 L31 27 4.5" x I" Flat Plate (G.) 33.00- 10000 10000 34.00 L31 28 4 5" x I" Flat Plate (G) 33,00- 1,0000 1,0000 34.00 L31 32 4,5*'x I" Flat Plate (G) 33-00- 1,0000 1-0000 34,00 L31 33 4.5!'x 1" Flat Plate (G) 3100 - 1,00001 1,0000 34.00 L31 34 4.5" x I" Flat Plate (G) 33.00- 1-0000 1.0000 34M L31 54 5" x I" Flat Plate (G) 33-00- 10000 1.0000 34-00 L31 55 5" x 1" Flat Plate (G) 33.00- 1,0000 10000 3400 L31 56 5" x I" Flat Plate (G) 33.00- 10000 1 MOO 34,00 L32 I Safety Lisle 3i8 32,75- 1.0000 10000 33,00 L32 3 PWRT-606-S(T8) 32.75- IMOO 1,0000 33,00 L32 4 PWRT-608- 32 75 - 100oo, 10000 S_20240507(3,4) 33,00 L32 5 RFFT-36SN1-G0I-XXhI(3.8) 32 75 - 10000 10000 33,00 L32 7 HCS 2 0 Part 30 - 1.;2) 32 75- 10000 1.0000 33 00 L32 9 CU I 2PSkI9P6XXX(1 - 1 2) 32,75- 1,0000 10000 3300 L32 11 LDF5-50A(7r,8) 32,75- 10000 10000 3300 L32 14 TYPE SOOW 12.9(7:8) 32 75 - 10000 1.0000 33,00 L32 15 2" Rigd Conduit 32 75 - 1,0000 10000 33,00 L32 17 NILE Hybrid 3Poweri6Fiber 32.75- 1,0000 1.0000 RL 2(1 -14) 33,00 L32 18 WR-VG86T(314) 32.75- 1.0000 1,0000 33.00 L32 20 6" x I" Flat Plate (G) 32.75- 1.0000 10000 3300 L32 21 6!'x 1" Flat Plate (G) 32,75- 1.0000 10000 33.00 L32 27 4 5" x I" Flat Plate (G) 32.75- 1.0000 1.0000 3300 L32 28 4.5" x I" Flat Plate (G) 32 75 - 1,0000 10000 3300 tnxTower Report - version 8.3,0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tovver Feed Line Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. L32 32 4 5" x I" Flat Plate (G) 32.75 - 10000 10000 33-00 L32 33 4.5" x I" Flat Plate (G) 32,75- 1M00 IMOO 33.00 L32 34 4-5" x I" Flat Plate (G)) 32 75 - 1,0000 1.0000 33.00 L32 54 5" x I" Flat Plate (G) 32.75 - I .0000 10000 33.00 L32 55 5" x I" Flat Plate (G) 32.75- 10000 10000 33.00 L32 56 5" x I" Flat Plate (G) 32.75- IM00 1,0000 3300 L33 1 Safety Line 3,'8 27 75- 10000 10000 32,751 L33 3 PWRT-606-S(7/8) 27.75- 1,00001 10000 32,75 L33 4 PWRT-608- 2735 - 10000 10000 S20240507(314) 3275 L33 5 RFFT-36SN,1-001-XXhl(3/8) 27 75 - 10000 1,0000 3275 L33 7 HCS, 2 0 Part 3(1 -1 27.75- 10000 10000 32,75 L33 9 CU12PSN99P6XXX(1-1'2) 27,75- 10000 1,0000 3275 L33 11 LDF5-50A(7 8) 27-75- 1.0000 10000 32,75 L33 14 TYPE SOOW 1219(7,8) 2715 - 10000 1,0000 32.75 L33 15 2" Rgid Conduit, 27,75- 10000 1.0000 32.75 L33 17 NILE Hybrid 3Poweri6Fiber 27.75 - 1.0000 1.0000 RL 2(1 -14) 32-75 L33 18 WR-V(386T(314) 27-75- 1.0000 1,0000 32.75 L33 20 6!'x I" Flat Plate (G) 27.75- 1.0000 1.0000 32,75 L33 21 6" x I" Flat Plate (G) 27,75- 10000 1.0000 3275 L33 32 4 5" x I" Flat Plate (G) 27,75- 1 MOO 1 MOO 32.75 L33 33 4.5" x I" Flat Plate (G) 27 75 - 1,0000 10000 32,75 L33 34 4 5�'x I" Flat Plate (G) 27 75 - 10000 1 MOO 32,75 L33 54 5" x 1" Fiat Plate (G) 27.75- 1,0000 10000 3275 L33 55 Yx 1" Flat Rate (G) 27,75- IM00 10000 3275 L33 56 Yx I" Flat Plate (G) 1 27 75 - 10000 1.0000 32.75 L34 1 Safety Line 38 22 75 - 10000 10000 27-75 L34 3 PWRT-606-S(7 3) 22,75- 10000 10000 27-75 L34 4 PWRT-608- 22,75- 1,0000 1.0000 S�_20240507(3,4) 2775 L34 5 RFFT- 36S%1-00 I -XX%l(3!8) 22.75- 10000 1,0000 27,75 L34 7 HCS ZO Part 3(1-1 2) 22,75- IMOO 1,0000 27,75 L34 9 CU12PS%,I9P6XXX(1-V2) 22.75- 1,0000 1,0000 27.75 L34 11 LDF5-50A(718) 22 75 - i 0000 10000 27.75 L34 14 TYPE SOOW 12,,9(7!:8) 22.75- 1-0000 1-0000 2775 L34 15 2" Rigid Conduit 22.75 - I 0000� 10000 2775 L34 17 ME Hybrid 3Power,6Fiber 22 75 - 1.0000 10000 17 Q ; r*1 i Mfg 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed bne, Descnption Feed Line K; Ka Section Record No Segment No Ice Ice Elev. RL 20 - 1!4) 27.75 L34 18 WR-VG86Tt a14) 22.75- 1,0000 1.0000 27,75 L34 20 U'x I" Flat Plate (G) 2275 - 10000 1.0000 27.75 L34 21 6'x V Flat Rate (G) 22 75 - 100001 1.0000 27.75 L34 32 4 5" x I" Flat Plate (G) 22,75- 1,0000 1.0000 2775 L34 33 4.5" x I" Flat Plate (G) 22,75- IMOO 10000 27.75 L34 34 4 5" x 1" Flat Plate (G) 22.75- 10000 1.0000 2775 L34 54 5" x V Flat Plate (G) 22,75- 1-0000 1,0000 2775 L34 55 5" x I" Flat Plate (G) 22 75- 1 00001 10000 27,75 L34 56 5" x I" Flat Plate (G) 22 75 - 1,0000 1,0000 27,75 L35 I Safety Line 18 20 00 - 1 MOO 10000, 2275 L35 3 PWRT-606-S(T8) 20,00- 10000 1-0000 2275 L35 4 PWRT-608- 20 00 - 10000 10000 S 20240507(14) 2275 L35 5 RFFT-36SNl-001-Xn1(3,,8) 20.00- 1,0000 1,0000 22.75 L35 7 HCS 2-0 Part 3(1 -1 , 2) 20.00- 1,0000 1-0000 2275 L35 9 CU 1 2PShl9P6XXX(I - 1,2) 20-00- 1,0000 1,0000 22.75 L35 11 LDF5-50A(7'8) 20-00- 1-0000 1.0000 22.75 L35 14 TYPE SOOW 12,9(7:8 20.00- 10000 1 MOO 22.75 L35 15 2" Rgid Conduit 20.00- 1,0000 10000 22,75 L35 17 PALE Hybrid 3Power.BFber 20.00- 1.0000 1 MOO RL 20-1,4) 2275 L35 18 WR-VG86T(3'4) 20.00- Imool 10000 22.75 L35 20 U'x I" Flat Plate (G) 20 00 - 10000 1,0000 22.75 L35 21 6" x I" Flat Plate (G) 20.00- 10000 10000 22,75 L35 30 U'x I" Fiat Plate (G) 20,00- 10000 10000 20,04 L35 31 6" x I" Flat Plate (G) 20.00- 10000 1.0000 2004 L35 32 4 9'x I" Flat Plate (G) 20.00- 1.0000 10000 2275 L35 33 4 5" x I" Flat Plate (G) 2013- 10000 10000 22 75 L35 34 4 5" x 1" Flat Plate (G) 20.13 - 10000 1.0000 22,75 L35 41 4-5" x T* Flat Plate (G) 20,00- 1,0000 10000 22,04 L35 42 4.5" x I" Flat Plate (G) 20.00- 1,0000 1.0000 22.04 L35 54 5" x V Flat Plate (G) 20,00- 10000 1,0000 22.75 L35 55 5" x I" Flat Plate (G) 20.00- 1 MOO 10000 22.75 L35 56 5" x I" Flat Plate (G) 20.00- 1,0000 10000 2235. L35 66 5" x V Fiat Plate (G) KOO - 1.0000 1.0000 22,12 L35 67 Yx I" Flat Plate (G) 20.00- 10000 10000 22,12 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. L35 68 5" x V Flat Plate (G) 20 00 - 10000 10000 22.12 L36 1 Safety Line 3'8 19.75- 11MOO IMOO 2000 L36 3 PVVRT-606-S(7/8) 19.75- 11,0000 1.0000 20.00 L36 4 PWRT-608- %75 - I .0000 10000 S_20240507(3,4) 2000 L36 5 RFFT-36S%1-00 1-XXhl(T8) 19.75- 10000 10000 2000 L36 7 HCS 2.0 Part. 11 1-1 2) 19,75- 1 DOD 1,0000 20.00 L36 9 CU12PS1%l9P6XXX(1 - 1,12) 19 75 - 10000 10000 2000 L36 11 LDF5-50A(T8) 19 75 - 10000 10000 20.00 L36 14 TYPE SOOW 12�9(7 8) 19,75- 10000 10000 2000 L36 15 2" Rigid CondUlt 19 75 - 10000 1,0000 20,00 L36 17 ULE Hybrid 3Power,,6Fiber 19,75- 1.0000 10000 RL 2(1 - 1�4) 20,00 L36 18 WR-VG86T(3;4) 19.75 - 10000 1,0000 2000 L36 20 6" x V Flat Plate (G) 19 75 - 10000 10000 20,00 L36 21 Tx I" Flat Plate (G) 19 75 - 10000 1,0000 20-00 L36 30 6" x I" Flat Plate (G) 19,75- 10000 11.0000 20.00 L36 31 G" x I" Flat Plate (G) 19,75- 1,0000 1.0000 20-00 L36 32 4.5!'x I" Flat Plate (G) 19-75- 1,0000 1,0000 20.00 L36 41 4 5" x V' Flat Plate (G) 19 75 - 1 DOW I .0000 20.00 L36 42 4.5" x I" Flat Plate (G) 19.75- 10000 1.0000 20,00 L36 50 6" x V Flat Plate (G) 19,75- 10000 1 MOO 20.00 L36 51 6" x 1' Flat Plate (G) 19,75- 1.0000 10000 20.00 L36 52 6*'x 1' Flat Plate (G) 19.75 - 10000 1 MOO 20,00 L36 66 Yx V Flat Plate (G) 19,75- 1 MOO 10000 2000 L36 67 Yx I" Flat Plate (G) 19.75- IM001 10000 20,00 L36 68 5*'x I" Flat Plate (G) 19,75- 10000 1.0000 2000 L37 I Safety Line Y 18-50- 1 0000 10000 1935 L37 3 PWRT-606-S(7:8) 18,50- 10000 10000 19-75 L37 4 PWRT-608- 18.50 - 1,0000 1.0000 S_20240507(3i4) 19,75 L37 5 RFFT-36SNI-001-XXN,1(38) 18.50 - 1.0000 1,0000 19.75 L37 7 HCS 2.0 Part 3(1-1.2) 18,50- 10000. 1,0000 1935 L37 9 CU12PSh19P6XXX(1 - 1 i2) 18.50- 1,0000 1,0000 %75 L37 11 LDF5-50A(78) 18.50 - 1.0000 10000 19.75 L37 14 TYPE SOOW 129(7,8) 18 50 - ID000 1-0000 1975 L37 15 2" Rigid CondUlt 18,50- 10000 10000 19 75 L37 17, NILE Hybrid 3Pmvet'6Fiber 18 50 - 100001 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnptron Section Record No RL 20 - 1!4) L37 18 WR-VG86Tt a14) L37 20 U'x I" Flat Plate (G) L37 21 6'x V Flat Plate (G) L37 30 6" x V Fiat Plate (G) L37 31 6'x I" Fiat Plate (G) L37 32 4 5" x 1" Flat Plate (G) L37 41 4 9'x I" Flat Plate (G) L37 42 4.5'" x I" Fiat Plate (G) L37 50 6" x I" Flat Plate (G) L37 51 6" x I" Flat Plate (G) L37 52 6" x I" Flat Plate, (G) L37 66 5" x I" Flat Plate (G) L37 67 57'x I" Flat Plate (G) L37 68 5" x I" Flat Plate (G) L38 1 Safety Line, 3"8 L38 3 PWRT-606-S(7 8) L38 4 PWRT-608- S20240507(3;4) L38 5 RFFT-36S%1-001-XXN1(3i8) L38 7 FIGS 2.0 Part 30 -1 ,2) L38 9 CU12PSf,19P6XXX(1-1.12) L38 II LDF5-50A(7'8) L38 14 TYPE SCOW I2:9(7,8) L38 15 2"Riga Conduit L38 17 MLE Hybrid 3Power6Fiber RL 20 - 14) L38 18 WR-VG86T(3/4) L38 20 6' x 1 " Flat Plate (G) L38 21 6" x 1'" Fiat Plate (G) L38 30 U'x 1" Flat Plate (G) L38 31 6" x I" Flat Plate (G) L38 32 4.5" x 1" Flat Plate (G) L38 41 4 Yx 1" Flat Plate (G) L38 42 4.5" x I' Fiat Plate (G) L38 50 6" x 1" Fiat Plate (G) IL38 51 6" x V Flat Plate (G) tnxTower Report - version 8.3.0.5 Feed Line K; Ka Segment No Ice Ice Elev. 19.75 18.50- 1,0000 1.0000 19.75 18.50 - 10000 1.0000 19,75 18.50- 10000 1.0000 1975 18 50 - 10000 1.0000 1975 18 50 - 1,0000 10000 19,75 18 50 - 10000 1.0000 1975 18 50 - 10000 1,0000 1975 18 50 - 10000 10000 19,75 18-50- 1,0000 1,0000 1975 18,50- 1,0000 10000, 1975 1850- 10000 1-0000 1975 18 50 - 1.0000 10000 19,75 18.50- 1-0000 1,0000 19.75 18,50- 10000 1-0000 19-75 18-25- 1.0000 1,0000 1850 18.25 -I 1,0000 1.0000 18,50 1825 - 10000 1,0000 18-50 18 25 - 1.0000 10000 18 50 18.25- 10000 1.0000 18.50 1825 - 1.0000 10000 18,50 18.25- 10000 1,0000 1850 18,25- 10000 10000 1850 18,25- 10000 10000 1850 1825 - 10000 1.0000 1850 18.25- i 0000 10000 18.50 18 25 - 10000 10000 18,50 18.25- 10000 1.0000 1&50 18.25- 10000 10000 1&50 1825 - 10000 1.0000 18,50 18.25- 1.0000 1,0000 1&50 1825 - 10000 10000 18.50 18,25- 1,0000 10000 18.50 18.25 - 1.0000 1.0000 18,50 1825 - 1,0000 1 10000 18.50 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. L38 52 6" x V Flat Plate (G) 18.25- 10000 10000 1&50 L38 53 U'x I" Flat Plate (G) 18,25- 1.0000 IMOO 18.50 L38 66 5" x I" Flat Plate (G) 1& 25 - 1,0000 1.0000 18,50 L38 67 Yx I" Fiat Plate (G) 18 25 - 1.0000 10000 18.50 L38 68 5" x I" Flat Plate (G) 18.25 -1 10000 10000 18,50 L39 I Safety Line 18 18 00 - 10000 1,0000 18,25 L39 3 PWRT-606-S(7.,8) 18 00 - 10000 10000 18.25 L39 4 PWRT-608- 18.00- 10000 10000 S20240507(3A) 18,25 L39 5 RFFT-36SNI-001-XXM(3,8) 18,00- 1,0000 10000 1825 L39 7 HCS 2,0 Part 3(1-1:2) 18 00 - 10000 1,0000 1825 L39 9 CU12PSP19P6XXX(1-1/2) 18 00 - IMOO 10000 18,25 L39 11 LDF5-50A(7,'8) 18,00- 1-0000 1,0000 18,25 L39 14 TYPE SOOW 12'9(7'8) 18.00- 1,0000 10000 1825 L39 15 2" Rtgid Conduit 18-00- 1.0000 1,0000 18,25 L39 17 NILE Hybrid 3Power.:6Fber 18,00- 1,0000 1.0000 RL 2(1 - Vill 18.25 L39 18 WRNGWT(34) 18A)o - 1,00001 1.0000 18.25 L39 20 6!'x 1" Fiat Plate (G) 18-00- 1,0000 1,0000 18.25 L39 21 U'x I" Flat Plate (G) 18.00- 1,0000 1.0000 18,25 L39 30 G" x I" Flat Plate (G) 18,00- 1.0000 1.0000 18.25 L39 31 6" x I" Fiat Plate (G) 18,00- IM00 1 MOO 18.25 L39 32 4 5" x I" Fiat Plate (G) T 18.00- 1,0000 10000 18.25 L39 41 4 Yx 1" Fiat Plate (G) 18,00- 10000 1,0000 18.25 L39 42 4 5" x I" Flat Plate (G) 18.00- 1.00001 10000 1825 L39 50 6'* x 1" Flat Plate (G) 18 00 - 10000 10000 1825 L39 51 U'x 1'" Flat Plate (G) 18 00 - 10000 1.0000 18,25 L39 52 6" x I" Flat Plate (G) 18 00 - 10000 10000 l&25 L39 53 U'x 1" Flat Plate (G) 18.00- 10000 10000 1825 L39' 66 5" x I" Flat Plate (G) 18.00- 10000 1.0000 1&25 L39 67 5" x I" Flat Plate (G) 18,00- 1,0000 1,0000 1&25 L39 68 Yx I" Flat Plate (G) 18.00 - 1.0000 1,0000 18.25 L40 I Safety Line 3 8 17,75- 1,0000 1,0000 18,00 L40 3 PWRT-606-S(7:8) 17 75 - 1.0000 10000 18.00 L40 4 PWRT-608- 17.75 - 10000 1-0000 S_20240507(34) 1800 L40 5 RFFT-36SN1-001-XXKI(3!8) 17,75- 10000 10000 18,00 L40 7 HCS 2 0 Part 3(1-1,,2) 17.75- 10000 10000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnptiron Section Record No L40 9 GU1 2PSh-19P6XXX(1 - V2) L40 11 LDF5-50A(7'8) L40 14 TYPE SOOW 12/9(7 8) L40 15 2" Rigid CondLut L40 17 NILE Hybrid 3Poweri6Fiber RL 20 - 1 '4 ), L40 18 WR-VG86T(3,4) L40 20 6" x V Flat Plate (G) L40 21 6" x V Flat Plate (G) L40 30 6'* x I" Flat Plate (G) L40 31 6" x I" Flat Plate (G) L40 32 4 5" x I" Fiat Plate (G) L40 41 4,5" x V flat Plate (G) L40 42 4.5" x I" Flat Plate (G) L40 50 U'x I" Flat Plate (G) L40 51 6" x V Fiat Plate (G) L40 52 6' x 1*' Flat Plate (G) L40 53 6" x I" Flat Plate (G) L40 66 5" x V Fiat Plate (G) L40 67 5" x I" Flat Plate (G) L40 68 5" x I" Flat Plate (G) L41 1 Safety Lirie 3,8 L41 3 PWRT-606-5(7'8) L41 4 PWRT-608- S_20240507(3t4) L41 5 RFFT-36Sk1-001-XW(1 1 8) L41 7 FICS 2 0 Part 3(1-1,2) L41 9 CU12PSKI9P6XXX(142) L41 11 LDF5-50A(7!8) L41 14 TYPE SOOW 12,'9(7r8) L41 15 2" Rigid Conduit L41 17 NILE Hybrid 3Power;6Fiber RL 2(1 - 1/4) L41 18 WR-VG86T(3A) L41 20 6!'x 1" Flat Plate (G) L41 21 6'x I" Flat Plate (G) L41 30 6" x I" Flat Plate (G) Feed Line Segment Elev. 18-00 17.75 - M00 1775 - 18-00 17,75- 18,00 1775- MOO 1775- 1800 17,75- 1800 1775- 1800 17,75- 18,00 1775- 1800 17,75- 18,00 1775- 1800 IT96 - 18,00 17.96- 18,00, 1775- 1800 17.75- 18,00 17.75 - 18.00' 17,75- 1&00 17.88- 1800 17.88- M00 17.88- 18,00 17,00- 1T75 17.00- 17,75 1700- 17,75 17,00- 1775 17,00- 1775 17,00- 1775 17.00- 17,75 IT00 - 1735 17.00 - 17,75 17.00 - 1775 17.00 -- 17,75 17.00- 1775 17.00- 17,75 17.00 -1 17751 K; Ka No Ice Ice 1,0000 1.0000 10000 1.0000 10000 1.0000 1,0000 1.0000 1,0000 10000 10000 1.0000 10000 1,0000 10000 10000 10000 1,0000 1,0000 10000 IMOO 1-0000 10000 10000 1-0000 1,0000 1-0000 1-0000 1-0000 1,0000 IMOO 1.0000 10000 1 MOO 1.0000 10000 10000 1 MOO 10000 10000 1.0000 1,0000 10000 10000 10000 10000 1 0000 1.0000 1,0000 10000 10000 10000 10000 1.0000 10000 10000 1,0000 1.0000 1.0000 1,0000 10000 10000 1.0000 10000 1.0000 1.0000 10000 10000 NEW-t V, 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed bne, Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. L41 31 6" x V Flat Plate (G) 17.00- 10000 10000 17.75 L41 32 4.5" x I" Flat Plate (G) 17.00- 1.0000 IMOO 1775 L41 50 G" x I" Flat Plate (G) I7.00 - 1,0000 1.0000 17.75 L41 51 U'x I" Fiat Plate (G) 17,00- 1.0000 10000 1775 L41 52 U'x I" Flat Plate (G) I7.00 - 10000 10000 17.75 L41 53 U'x V Fiat Plate (G) 17.00- 10000 1,0000 17,75 L42 I Safety Line 3r8 16,75- 1.0000 10000 1700 L42 3 PWRT-606-S(7,'8) 16 75 - 10000 10000 17,00 L42 4 PWRT-608- 16 75 - 1,0000 10000 S_20240507(3,,4) 1700 L42 5 RFFT-36SK1-001-XXh4(3-8) 16,75- 10000 1,0000 1700 L42 7 HCS 2 0 Part 3(1-112) 16 75 - 10000 10000 17,00 L42 9 CU12PSK19P6XXX(1-1 1675- 100001 1,0000 1700 L42 11 LOF5-50A(7;8) 16 75 - 1,0000 10000 17,00 L42 14 TYPE SOOW 129(7 8) 16-75- 10000 1,0000 17.00 L42 15 2" Rigid Conduit 16.75- 1,0000 1.0000 17,00 L42 17 NILE Hybrid 3Po%ver6Rber 16,75- 1.0000 1.0000 RL 2(1 -1 ' �'4) 17.00L42 18 WR-VG86T(T4) 16,75- 10000 1,0000 17,00 L42 20 6!'x I" Flat Plate (G) 16-75- 1,0000 1,0000 17.00 L42 21 6" x I" Flat Plate (G) 16.75 - I MOO 1.0000 IT00 L42 30 U'x V Flat Plate (G) 16.75- 1.0000 1 MOO 1700 L42 31 6" x I" Flat Plate (G) 16 75 - 1,0000 10000 1700 L42 32 4 9'x V* Flat Plate (G) 16,75- 10000 1 MOO 1700 L42 50 U* x I" Flat Plate (G) 16.75 - IM00 10000 1700 L42 51 6!'x I" Flat Plate (G) 16.75 - 1.0000 10000 17.00 L42 52 U'x V* Fiat Rate (G) 16 75 - 1 0000 1.0000 17 00' L42 53 6" x 1' Flat Plate (G) 16.75 - 10000 10000 1700 L43 I Safety Line 318 11,75- 10000 10000 16,75 L43 3 PWRT-606-S(78), 11.75 - 1-0000 1.0000 1675 L43 4 PWRT-608- 11,75- 1,0000 1,0000 S�_20240507(3,A) 16,75 L43 5 RFFT-36Sh1-001-XX%l(3.8) 1135 - 10000 1,0000 1635 L43 7 HCS ZO Pan 3(1-1�2) 11,75- 1.0000 1,0000 1&75 L43 9 CU12PSh19P6XXX(1-1,2) 11 75 - 1.0000 10000 16351 L43 11 LDF5-50A(7:8) 11.75- 10000 1-0000 1675 L43 14 TYPE SOOW IM(7:8) 11 75- 1,0000 10000 16.75 L43 15. 2" Rgid Conduit 11 75- 1,0000 1 0000_ 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Lme Descnption Feed Line K; K� Section Record No Segment No Ice Ice Elev. 16-75 L43 17 MLE Hybrid 3PoweC6Ftber 11.75- 1,0000 1.0000 RL 20 - 1 /4) 16.75 L43 18 WRNG86T(3'4) 11,75- 10000 1.0000 1615 L43 20 6" x I" Flat Plate (G) 11,75- 10000 1.0000 16.75 L43 21 U'x I" Flat Plate (G) 11 75- 1,0000 1.0000 16.75 L43 30 6" x I" Flat Plate (G) 11 75- 1,0000 10000 1& 75 L43 31 6" x 1" Flat Plate (G) 11 75- 10000 1.0000 16,75 L43, 32 4 9' x 11" Flat Plate (G) 15,13- 10000 1,0000 1675 L43 50 6" x I" Flat Plate (G) 11 75- 10000 10000 16,75 L43 51 6" x I" Flat Plate (G) 11 75- 10000 1,0000 1675 L43 52 6'x 11" Fiat Plate (G.) 11 75- 1,0000 10000, 1675 L43 53 6" x I" Fiat Plate (G) 1135 - IMOO 1-0000 1675 L44 I Safety Line 18 6 75 - 11 75 10000 10000 L44 3 PWRT-606-S(7 ' '8) 675-11-75 1.0000 1,0000 L44 4 PWRT-608- 635 - 11 75 1,0000 10000 820240507(34) L44 5 RFFT-36Sh1-001-XXKl(3'8) 635 - 11.75 10000 10000 L44 7 HCS 2.0 Part 3(1-1 �2) 6,75-11 75 10000 1-0000 L44 9 CU12PSNl9P6XXX(1-1r2) 6-75-11-75 10000 10000 L44 11 LDF5-50A(7.:8) 635 - 11.75 10000, 1,0000 L44 14 TYPE SOOW 12 9(T8) 6,75-11.75 10000 1.0000 L44 15 Z'Rig&d Conduit 6-75- 11 75 1,0000 1-0000 L44 17 MLE Hybrid 3Power6lFiber 675 - 1135 10000 10000 RL 2(1 -1 `4) L44 18 WR-VG86T(34) 6-75-1175 1.0000 1.0000 L44 20 6" x 1** Flat Plate (G) 675 - 11,75' 1,0000 1.0000 L44 21 6" x I" Flat Plate (G) 675-11 75 10000 1.0000 L44 30 6' x V Flat Plate (G) 675-1175 1.0000 10000 L44 31 6" x I" Flat Plate (G) 6.75-11,75 1,0000 1,0000 L44 50 6" x I" Flat Plate (G) 675-1175 1.0000 1,0000 L44 51 6" x 1" Flat Plate (G) 675-11.75 IMOO 10000 L44 52 6'x I" Flat Plate (G) 6 75 - 11.75 1,0000 10000 L44 53 6" x I" Flat Plate (G) 615 - 11 75 10000 10000 L45 I Safety Line 31,'8 1 75-6,75 1.0000 10000 L45 3 PWRT-606-S(7,18) 1 75-675 10000 10000 L45 4 PWRT-608- 175-675 IMOO 10000 S_20240507(14) L45 5 RFFT-36SNl-001-XXhl(18) 1 75-6,751 1 0000 10000 L45 7 HCS 2 0 Part 3(1-1,2)1 1 75-6751 1,0000 10000 L45 9 CU12P8N19P6XXX(1-1.2) 115 - 635 10000 10000 L45 11 LDF5-50A(7 8)1 1 75-675 10000 10000 L45 14 TYPE SOOW 12,9(718) 1,75-6-75 100001 10000 L45 15 2" Rlgid CondUrt 1.75 - 615 10000 10000 L45 17 MLE Hybrid 3Power 6Fiber 175-6-75 1,0000 1,0000 RL 2(1-1,4) L45 18 WR-VG86T(3,)4) 1 75-6,75 10000 1,0000 L45 20 6" x T' Fiat Plate (G) 115 - 6.75 10000 1 MOO L45 21 G" x I" Flat Plate (G) 135 - 6-75 1.0000 1 DOW L45 30 6" x I" Flat Plate (G) 1 75-6,75 10000 1-0000 L45 31 U'x V Flat Plate (G) 1.75-6,75 1 MOO I MOO L45 50 6'x V Flat Plate (G) 175 - 5.75 10000 1.0000 L45 51 6" x I" Flat Plate (G) 1,75-6.75 1.0000 1.0000 L45 52 6" x V Flat Plate (G) 175 - 6.75 1,00001 10000 L45 53 6'x I" Fiat Plate (G) 1 75 - 6.75 10000 10000 L46 I Safety Line 3.'8 0 00 - 1.75 1.0000 1,0000 L46 3 PWRT-606-S(T8) O.00- 1,75 10000 10000 L46 4 PWRT-608- 000-1 75 10000 10000 S_20240507(34)1 tnxTower Report - version 8.3,0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Feed Line Descnption Feed Line K� K� Section Record No Segment No Ice Ice Elev. 1 L46 5 RFFT-36SN 1-00 1 -XXNI(31;8) OM- 1-75 10000 10000 L46 7 HCS 2.0 Pail 3(1-1,,2) 000-1,75 1,0000 1.0000 L46 9 CU12PSh19P6XXX0-1;2) 0.00-1.75 IMOO 1,0000 L46 11 LDF5-50A(7 8) 0.00 - 135 IMOO 10000 L46 14 TYPE S00VJ 12,'9(7j'8) 0 00 - 1151 10000 1 MOO L46 15 2" Rgid Conduct 0.00 - 1.75 1.0000 1,0000 L46 17 MLE Hybftd 3Power'61`iber 0-00-1.75 10000 IMOO RL 2(1 - 1;'4) L46 18 WR-VG86T(3'4) OM - 1 75 10000' 10000 L46 20 6" x I" Flat Plate (G) 000-1,75 IMOO 10000 L46 21 6" x I" Flat Plate (G) 0.00- 1 75 10000 10000 L46 30 U'x I" Flat Plate (G) 000-1,75 10000 1 0000 L46 31 6" x I" Flat Plate (G) 0 00 - 1 75 1.0000 1 0000 L46 50 6'x I" Flat Plate {G) 010- 1,75 10000 10000 L46 51 6" x I" Flat Plate (G) 000-1 75 1,0000 10000 L46 52 6" x I" Flat Plate (G) 0,00- 1 75 10000 10000 L46 53, 6!'x V Flat Rate (G) 0 00 - 1.75 1,0000 1,0000 Tower Attachment Description Attachment Ratio Effective Section Record No Segment Calculatio Width Elev. n Patio 111,4ethod L3 38 4" x .75" Flat Plate (G) 110-00- Auto 0,0000 110.27 L3 39 4" x,75" Flat Plate (G) 110,00- Auto 0-0000 110.27 L3 40 4" x .75' Fiat Plate (G) 110.00- Auto 0.0000 110,27 L4 38 4" x.75" Flat Plate (G) 108,50- Auto 0,0000 110,00 L4 39 4" x.75"" Flat Plate (G) 108 50 - Autol 00000 110,00 L4 40 4' x 75" Flat Plate (G) 108,50- Auto 0,0000 11000 L5 38 4" x 75" Fiat Plate (G) 108,25- Auto 00355 10850 L5 39 4" x 7 5" Flat Plate (G) 108 25 - Auto 00355 10850 L5 40 4" x 75" Flat Plate (G) 108 25 - Auto 00355 10850 L6 38 4" x 75° Flat Plate (G) 103,25- Auto 00038 108,25 L6 39 4" x. 75" Flat Plate (G) 103,25- Auto 00038 10825 L6 40 4"x 75'Flat Plate (G) 103,25- Auto 00038 10&25 U 38 4" x 75" Flat Plate (G) 101.00 - Auto 00000 103.25 L7 39 4" x .75' Flat Plate (G) 101-00- Auto 0-0000 103-25 U 40 4" x -75" Flat Plate (G) 101,00- Auto OD000 103,25 U 63 3" x .75" Flat Plate (G) 101,00- Auto 0.0000 102.00 U 64 Yx 75" Flat Plate (G) 101.00 - Auto 00000 102.00 L7 65 Yx 75" Flat Plate (G) 101 00 - Auto 0.0000 10200 L8 38 4"x 75" Fiat Plate (G) 100.75- Auto 0,0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio, Math Elev n Patio klethod 101.00 L8 39 4" x .75" Flat Plate (G) 100.75 - Auto 0,0000 101,00 L8 40 4" x 75" Flat Plate (G) 100,75- Auto OMOO 101.00 L8 63 3" x .75" Flat Plate (G) 100,75- Auto 00000 101M L8 64 3" x 75" Flat Plate (G) 100 75 - Auto OMOO 10100 L8 65 T'x .75" Flat Plate (G) 100.75- Auto 00000 101.00 L9 38 4" x.75" Flat Plate (G) 95,75- Auto 0,0000 10075 L9 39 4" x 75" Flat Plate (G) 95 75 - Auto 00000 10075 L9 40 4" x .75' Flat Plate (G) 9575- Auto 00000 10015 L9 63 Xx 79'Flat Plate (G) 95,75- Autol 0.0000 100,75 Lg 64 3" x 75' Flat Plate (G) 95 75 - Auto 00000 100,75 L9 65 3" x 75" Flat Plate (G) 95,75- Auto 0,0000 10075 LIO 24 4" x,75'Fiat Plate (G) 90,75- Auto 000100 9130 L10 25 4" x.75" Flat Plate (G) 90-75- Auto 0-0000 9130 LIO 26 4" x 75" Flat Plate (G) 90,75- Auto 00000 91.30 LIO 38 4*'x 75' Flat Plate (G) 90,75- Auto 0-0000 95.75 LIO 39 4" x -75" Flat Plate (G) 90.75 - Auto 0D000 95.75 LIO 40 4" x .75" Flat Plate (G) 90,75- Auto 0M00 95.75 L10 63 3" x .75" Flat Plate (G) 90 75 - Auto 0,0000 9575 LIO 64 3" x 75' Flat Plate (G) 9015 - Auto 00000 95.75 L10 65 3" x 75" Flat Plate (G) 90.75- Auto 00000 95,75 L11 24 4*'x 75' Flat Plate (G) 89,80- Auto 0,0000 90.75 LII 25 4" x 75" Flat Plate (G) 89,80- Auto 00000 9075 L11 26 4" x 75" Flat Plate (G)89.80- Auto 00000 9& 75 LII 38 4" x 75" Flat Plate {G) 89 80 - Auto 00000 9075 1-11 39 4" x.75" Flat Plate (G) 89 80 - Auto 0.0000 9075 LII 40 4" x 75" Flat Plate (G) 89,80- Auto 00000 90.75 L11 63 3" xIYFiat Plate (G) 89.80 - Auto 00000 90.75 LII 64 3*'x .75" Flat Plate (G) 89-80- Auto 00000 90.75 L11 65 3" x 75" Flat Plate (G) 89.80- Autoi 0.0000 9035 L12 24 4" x -75" Flat Plate (G) 89.55 - Auto 0,0000 89.80 L12 25 4" x .75" Flat Plate (G) 89.55 - Auto 0.0000 89.80 L12 26 4" x 75" Flat Plate (G) 89.55- Auto 0,0000 89,80 L12 38 4" x -75" Flat Plate (G) 89.55 - Auto 00000 89,80 L12 39 4" x 75" Flat Plate (G) 89 55 - Autol 0.0000 0 0 0 U 5-K*A Flom, 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio Math Elev n Patio klethod 89.80 L12 40 4" x .75" Flat Plate (G) 89.55- Auto 1 0,0000 89.80 L12 63 Yx 75" Flat Plate (G) 89,55- Auto OMOO 89.801 L12 64 3' x 75" Flat Plate (G) 89,55- Auto 00000 89.80 L12 65 Yx 75' Flat Plate (G) 89 55 - Auto 0M00 89.80 L13 24 4" x.75" Flat Plate (G) 84,55- Auto 00000 8955 L13 25 4"x 75' Flat Plate (G) 84 55 - Autol 0,0000 89,55 L13 26 4" xIYFiat Plate (G) 84.55- Auto 00000 89,55 L13 38 4" x 75" Flat Plate (Gl 84,55- Auto 00000 8955 L13 39 4" x 75" Flat Plate (G) 84,55- Auto 0.0000 8955 L13 40 4" x 75" Flat Plate (G) 84,55- ALRO 00000 89.55 L13, 63 S' x .75" Fiat Plate (G) 84.55- Auto 0,0000 8955 L13 64 3" x 75" Flat Plate (G) 84.55 - Auto 000100 89,55 L13 65 T'x.75" Flat Plate (G) 84,55- Auto 0-0000 89,55 L14 24 4" x .75" Flat Plate (G) 81 30- Auto 00000 84-55 L14 25 4" x .75" Flat Plate (G) 81,30-, Auto 0-0000 84.55 L14 26 4" x,75" Flat Plate (G) 81.30- Auto 0D000 84.55 L14 38 4" x.75" Flat Plate (G) 81.00- Auto 0M00 34.55 L14 39 4" x .75" Flat Plate (G) 81,00- Auto 0,0000 84.55 L14 40 4" x 75" Flat Plate (G) 81 00 - Auto 00000 84,55 L14 63 Yx 75'" Fiat Plate (G) 81 00 - Auto 00000 84,55 L14 64 3" x 75" Fiat Plate (G) 81,00- Auto 0,0000 84,55 L14 65 3" x 75" Flat Plate (G) 81,00- Auto 00000 84,55 L14 75 PL Yx 3. 4' 81 00 - Auto 00000 8233 L14 76 PL 3" x 3,14" 81,00- Auto 00000 82,33 L14 77 PL 3" x 3,4!' 81-00- Auto 0.0000 82-33 L15 38 4" x 75' Flat Plate (G) 80.00- Auto 00000 81,00 L15 39 4" x 75" Flat Plate (G) 80-00- Auto 00000 8100 L15 40 4" x 75° Flat Plate (G) 80,00- Auto 00000 81,00 L15 60 4" x 75" Flat Plate (G) KOO - Auto 0.0000 81.00 L15 61 4" x .75" Flat Plate (G) 80-00- Auto 0,0000 81,00 L15 62 4" x 75' Flat Plate (G) 80.00- Auto 0.0000 81.00 L15 75 PL 3" x 3'4` 80.00- Auto 0,0000 8100 L15 76 PL 3"x 3/4' 80,00- Auto 00000 8100 L15 77 PL 3" x 3 4" 80,00- Autol 0.0000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Tmer Attachment Descnption Attachment Ratio Effective Section Record No. Segment Calculatio, Muth Elev n Patio klethod 81.00 L16 35 4,5" x I" Flat Plate (G) 75-00- Auto 0,0000 75.19 L16 36 4,5" x V Flat Plate (G) 75 00 - Auto OMOO 75.19 L16 37 4.5!'x I" Flat Plate (G) 75.00- Auto 00000 75.19 L16 38 4" x .75" Flat Plate (G) 75 27 - Auto OMOO 8000 L16 39 4" x .75'" Flat Plate (Gt 75 27 - Auto] 00000 8000 L16 40 4" x 75" Flat Plate (G) 75,27- Auto 0,0000 8000 L16 46 4" x .75" Flat Plate (G) 75,00- Auto 00000 76,79 L16 47 4" x 75" Flat Plate (G) 75 00 - Auto 00000 76,79 L16 48 4" x .75' Flat Plate (G) 75,00- Auto 0.0000 7679 L16 60 4" x 75" Flat Plate (G) 75,00- Auto 00000 KOO L16 61 4" x .75" Fiat Plate (G) 75.00 - Auto 0,0000 8000 L16 62 4" x.75" Flat Plate (G) 75 00 - Auto 000100 80,00 L16 75 PL Yx 3 4" 79-67- Auto 0-0000 80.00 L16 76 PL 3" x 34" 79,67- Auto 00000 80,00 L16 77 PL Yx 314" 79-67- Auto 0-0000 80,001 L17 35 45'x 1" Flat Plate (G) 73.50- Auto 0D000 75,00 L17 36 4.5" x I" Flat Plate (G) 73,50- Auto 0.0000 75,00 L17 37 4 5" x I" Fiat Plate (G) 73,50- Auto 0,0000 75,00 L17 46 4°'x .75" Flat Plate (G) 73.50- Auto 00000 7500 L17 47 4" x 75" Flat Plate (G) 73,50- Auto 00000 7500 L17 48 4" x,75' Flat Plate (G) 7150 - Auto 0,0000 7500 L17 60 4" x 75" Flat Plate (G) 73 50 - Auto 00000 7500 L17 61 4" x .75" Flat Plate (G) 73 50 - Auto 00000 75.00 L17 62 4' x 75" Flat Plate (G) 73 50 - Auto 00000 75,00 L18 35 4 5" x 1 " Flat Plate (G) 73 25 - Auto 0.0000 73,50 L18 36 4.5" x I" Flat Plate (G) 73.25- Auto 00000 73,50 L18 37 4.5" x I" Flat Plate (G) 73,25- Auto 00000 73.50 L18 46 4" x.75" Flat Plate (G) 73,25- Auto 00000 73.50 L18 47 4" x 75" Flat Plate (G) 73.25- Autoi 0.0000 73.50 L18 48 4" x .75"' Flat Plate (G) 73.25 - Auto 0,0000 73.50 L18 60 4" x 75" Fiat Plate (G) 7125 - Auto 0.0000 73,50 L18 61 4" x .79'Flat Plate (G) 7125 - Auto 0,0000 7350 L18 62 4" x 75" Flat Plate (G) 7325- Auto 00000 7i,50 L19 35 4.5" x T' Flat Plate (G) 68 25 - Autol 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio Muth Elev n Patio ii4ethod 73.25 L19 36 4,5" x I" Flat Plate (G) 68,25- Auto 1 0,0000 73,25 L19 37 4,5" x V Flat Plate (G) 68.25- Auto OMOO 7125 L19 46 4" x .75" Flat Plate (G) 73.21- Auto 00000 7125 L19 47 4" x 75" Flat Plate (G) 73.21 - Auto OMOO 7325 LI9 48 4" x .75" Flat Plate (Gt 7121 - Auto 00000 7325 L19 60 4" x 75' Flat Plate (G) 68,25- Autol 0,0000 7325 L19 61 4" x .75`" Flat Plate (G) 68 25 - Auto 00000 73.25 LI9 62 4" x 75" Fiat Plate (G) 68.25- Auto 00000 73,25 L20 35 4 Yx 1" Flat Plate (G) 63 25 - Autol 0.0000 68,25 L20 36 4 5" x I" Fiat Plate (G) 63,25- Auto 00000 68,25 L20 37 4 5" x I" Flat Plate (G) 63 25 - Auto 0,0000 6825 L20 60 4" x 75" Flat Plate (G) 6125 - Auto 000100 68,25 L20 61 4" x 75" Flat Plate (G) 6125 - Auto 0-0000 6825 L20 62 4' x -76'Flat Plate (G) 63-25- Auto 00000 68.25 L21 35 4 5" x I" Flat Plate (G) 60,50- Auto 0-0000 6125 L21 36 4-5" x I" Flat Plate (G) 60.50- Auto 0D000 63.25 L21 37 4-5" x I" Flat Plate (G) 60,50- Auto OMOO 63.25 L21 60 4" x 75" Fiat Plate (G) 60.50- Auto 0,0000 63,25 L21 61 4" x 75" Flat Plate (G,) 60,50- Auto 00000 63.25 L21 62 4" x 75" Flat Plate (G) 60,50- Auto 00000 63,251 L21 72 4" x 75'* Flat Plate (G) 60.50- Auto 0,0000 62,25 L21 73 4" x 75" Flat Plate (G) 6050- Auto 00000 6225 L21 74 4" x 75" Flat Plate (G) 60 50 - Auto 00000 6225 L22 35 4 5" x V* Flat Plate (G) 6025-1 Auto 00000 60,50 L22 36 4.5" x I" Flat Plate (G) 60,25- Auto 0.0000 60,50 L22 37 4 5" x 1" Fiat Plate (G) 60-25- Auto 00000 60,50 L22 57 5" x I" Flat Plate (G) 60-25- Auto 00000 60,50 L22 58 5" x I" Flat Plate (G) 60.25 - Auto 00000 60.50 L22 59 5" x 1" Flat Plate (G) 6025 - Autol 0.0000 60.50 L22 72 4" x .75" Flat Plate (G) 60.25- Auto 0,0000 60.50 L22 73 4" x .7YFlat Plate (G) 60.25- Auto 0.0000 60-50 L22 74 4" x 75" Flat Plate (G) 60.25- Auto 0,0000 6050 L23 35 4 5" x 1" Flat Plate (G) 55.25- Auto 00000 60.25 L23 36 4.5" x I" Flat Plate (G) 55 25 - Auto 0.0000 arxww=!,• •�* 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio W)dth Elev n Patio klethod 60,25 L23 37 4,5" x I" Flat Plate (G) 5525- Auto 1 0,0000 6025 L23 57 5" x I" Flat Plate (G) 55 25 - Auto OMOO 60.25 L23 58 5" x I" Flat Plate (G) 55.25- Auto 00000 6025 L23 59 5" x I" Flat Plate (G) 55.25 - Auto OMOO 60.25 L23 72 4" x 75" Flat Plate (G) 58 75 - Auto 00000 K 25 L23 73 4" x 75" Flat Plate (G) 58 75 - Autol 0,0000 6025 L23 74 4" x 75" Flat Plate (G) 58 75 - Auto 00000 60.25 L24 22 4 5" x 1" Flat Plate (G) 53-60- Auto 00000 5510 L24 23 4 5" x I" Flat Plate (G) 53.60- Auto 0.0000 5510 L24 35 4 5!'x I" Flat Plate (G) 53,60- Auto 00000 55,25 L24 36 4 5" x I" Flat Plate (G) 5360-1 Auto 0,0000 55,251 L24 37 4 5" x 1" Flat Plate (G 53-60- Auto 000100 55.25 L24 57 5" x I" Flat Plate (G) 53-60- Auto 0-0000 5525 L24 58 5" x I" Flat Plate (G) 5160 -1 Auto 00000 55.25 L24 59 5" x I" Flat Plate (G) 53-60- Auto 0-0000 55.25 L25 22 4,5" x I" Flat Plate (G) 53.35- Auto 0D000 53-60 L25 23 4-5x I' Flat Plate (G) 53-35- Auto 0.0000 53,60 L25 35 4 5" x I" Flat Plate (G) 53,35- Auto 0,0000 53.60 L25 36 4 5" x I" Flat Plate (G) 5335 - Auto 00000 5360 L25 37 4 5" x 1' Flat Plate (G) 53 35 - Auto 00000 53,60 L25 57 5" x I" Flat Plate (G) 53 35 - Auto 0,0000 5360 L25 58 5" x 1" Flat Plate (G) 53 35 - Auto 00000 5360 L25 59 5" x I" Flat Plate (G) 53 35 - Auto 00000 53,60 L26 22 4 5" x I" Flat Plate (G) 48 50 - Auto 00000 53,35 L26 23 4 5' x I" Flat Plate (G) 48,50- Auto 0.0000 53-35 L26 32 4.5" x 1" Flat Plate (G) 48.50- Auto 00000 5013 L26 33 4 5" x 1" Flat Plate (G) 4850- Auto 00000 % 13 L26 34 4.5'x I" Flat Plate (G) 48,50- Auto 00000 % 13 L26 35 4,5" x I" Flat Plate (G) 5019 - Autoi 0.0000 53.35 L26 36 4.5x I" Flat Plate (G) % 19 - Auto 0,0000 53.35 L26 37 4.5" x 1" Fiat Plate (G) 50,19- Auto 0.0000 53.35 L26 43 4 5" x I" Flat Plate (G) 48.50- Auto 0,0000 5179 L26 44 4 Yx I" Flat Plate (G) 48.50- Auto 00000 51 79 L26 45 4 5" x I" Flat Plate (G) 48 50 - Auto 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio Muth Elev n Patio klethod 51,79 L26 57 Y x I" Fiat Plate (G) 48.50 - Auto 1 0,0000 53.35 L26 58 5" x I" Flat Plate (G) 48.50- Auto OMOO 53.35 L26 59 5" x I" Flat Plate (G) 48.50 - Auto 00000 53.35 L27 22 4,5"x I" Flat Plate (G) 48,25- Auto OMOO 48.50 L27 23 4 5" x 1" Flat Plate (Gl 48.25- Auto 00000 48,50 L27 32 4 5'* x I" Flat Plate (G) 48,25- Autol 0,0000 4850 L27 33 4.5" x I" Flat Plate (G) 48 25 - Auto 00000 48,50 L27 34 4 5" x I" Flat Plate (G) 48,25- Auto 00000 4850 L27 43 4 5" x 1" Flat Plate (G) 48 25 - Autol 0D000 48,50 L27 44 4 5" x I" Flat Plate (G) 48,25- Auto 00000 48-50 L27 45 4 5" x I" Flat Plate (GI 48,25- Auto 0,0000 4850 L27 57 Y x 1 " Flat Plate (G) 48,25- Auto 000100 4850 L27 58 5" x I" Flat Plate (G) 4825 - Auto 0-0000 4850 L27 59 5" x I" Flat Plate (G) 4825 - Auto 00000 4&50 L28 22 4.9'x I" Fiat Plate (G) 40M - Auto 0-0000 4825 L28 23 4.5" x I" Flat Plate (G) 40-00- Auto 0D000 48.25 L28 32 4.5" x I" Flat Plate (G) 40,00-1 Auto 0M00 48.25 L28 33 4 5" x I"Flat Plate (G) 40,00- Auto 0,0000 4825 L28 34 4 5" x I" Flat Plate (G) 40.00- Auto 00000 48.25 L28 43 4 5" x I" Flat Plate (G) 48.21 - Auto 00000 48,25 L28 44 4.5" x 1' Flat Plate (G) 48,21- Auto 0,0000 4825 L28 45 4 5" x I' Flat Plate (G) 4821-1 Auto 00000 4825 L28 57 5" x I" Flat Plate (G) 4&00 - Auto 00000 48,25 L28 58 5" x I" Fiat Plate (G) 40,00- Auto 00000 48.25 L28 59 5" x I" Flat Plate (G) 40 00 - Auto 0.0000 48-25 L28 69 Yx I" Flat Plate (G) 40,00- Auto 00000 42,00 L28 70 9'x I" Flat Plate (G) 40.00 - Auto 00000 42,00 L28 71 5*'x V Flat Plate (G) 40,00- Auto 00000 42M L29 22 4.5" x I" Flat Plate (G) 39.00- Auto 0.0000 4000 L29 23 4.5" x I" Flat Plate (G) MOO - Auto 0,0000 40,00 L29 32 4.5" x I" Flat Plate (G) MOO - Auto 0.0000 40.00 L29 33 4.5" x I" Flat Plate (G) 39,00- Auto 0,0000 4000 L29 34 4 5" x I" Flat Plate (G) 39,00- Auto 00000 40.00 L29 54 5' x I" Flat Plate (G) I 39 00 - Auto 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio, Muth Elev n Patio ii4ethod 4000 L29 55 Y x I" Fiat Plate (G) 39.00- Auto 1 0,0000 40,00 L29 56 5" x I" Flat Plate (G) 39,00- Auto OMOO 4&00 L29 69 5" x I" Flat Plate (G) 39,00- Auto 00000 4000 L29 70 5" x I" Flat Plate (G) 39.00- Auto OMOO 4000 L29 71 5" x I" Fiat Plate (Gi 39.00- Autoj 00000 4000 L30 20 6" x I" Fiat Plate (G) 34 00 - Auto 0,0000 35.00 L30 21 6" x I" Flat Plate (G) 34 00 - Auto 00000 35,00 L30 22 4 5" x I" Flat Plate (G) 3510- Auto 00000 3900 L30 23 4.5" x I" Flat Plate (G) 35,10- Autol 0.0000 39.ft L30 27 4.5" x I" Flat Plate (G) 34 00 - Auto 00000 36,83 L30 28 4 5" x 1"Flat Plate (G) 34M - Auto 0,0000 36,83 L30 32 4 5" x V Flat Plate (G) 34M - Auto 000100 39-00 L30 33 4 5" x 1' Flat Plate (G) 34-00- Auto 0-0000 39,00 L30 34 4.5" x I" Flat Plate (G) 34M - Auto 00000 39,00 L30 54 5" x I" Fiat Plate (G) 34.00- Auto 0-0000 WOO' L30 55 5" x 1" Flat Plate (G) 34M - Auto OD000 39.00 L30 56 Yx I" Fiat Plate (G) 34.00- Auto OMOO 39,00 L30 69 Yx I" Flat Plate (G) 38,00- Auto 0,0000 3900 L30 70 Yx I" Flat Plate (G) 38.00- Auto 00000 39.00 L30 71 5" x I" Flat Plate (G) 38.00- Auto 00000 3900 L31 20 6" x 1' Flat Plate (G) 33,00- Auto 0,0000 34M L31 21 6" x I" Flat Plate (G) 33.00- Auto 00000 3400 L31 27 4 5" x I" Flat Plate (G) 33.00- Auto 00000 34.00 L31 28 4 5" x I" Flat Plate (G) 33Ott - Auto 00000 3400 L31 32 4.5" x I" Flat Plate (G) 33,00- Auto 0.0000 34,00 L31 33 4 5" x I" Flat Plate (G) 33,00- Auto 00000 34,00 L31 34 4 5" x I" Flat Plate (G) 33,00- Auto 00000 34,00 L31 54 5" x I" Flat Plate (G) 3100 - Auto 00000 34.00 L31 55 5" x 1' Flat Plate (G) 33.00 - Auto 00000 34-00 L31 56 57'x I" Flat Plate (G) 33,00- Autol 0,0000 34,00 L32 20 U'x I" Flat Plate (G) 32.75- Auto 0.0000 33.00 L32 21 6!'x I" Flat Plate (G) 3215 - Auto 0,0000 3300 L32 27 4.5" x V Flat Plate (G) 32J5 - Auto 00000 33.00 L32 28 4.5" x I" Flat Plate (G) 32 75 - Auto 0.0000 0 0 0 U 5-MA Flom, 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio W)dth Elev n Patio klethod 3100 L32 32 4,5" x I" Flat Plate (G) 32 75 - Auto 1 0,0000 33,00 L32 33 4,5" x V Flat Plate (G) 32,75- Auto OMOO 33.00 L32 34 4.5!'x I" Flat Plate (G) 32.75 - Auto 00000 3300 L32 54 5" x V Flat Plate (G) 32,75- Auto 0.0000 3300 L32 55 5" x 1` Flat Plate (Gt 32,75- Auto" 00000 3300 L32 56 5" x 1 "Flat Plate (G) 32 75 - Auto 0,0000 3300 L33 20 6" x I" Flat Plate (G) 27 75 - Auto 00000 32 75 L33 21 6" x I" Flat Plate (G) 27 75 - Auto 00000 3275 L33 32 4 5" x I" Flat Plate (G) 27 75 - Auto 0.0000 32.75 L33 33 4.5" x I" Flat Plate (G) 27 75 - Auto 00000 3275 L33 34 4,5" x I" Flat Plate (G) 27-75- Auto 0,0000 32,75 L33 54 Y x I" Flat Plate (G) 27,75- Auto 000100 3275 L33 55 5" x I" Flat Plate (G) 27 75 - Auto 0-0000 3275 L33 56 5" x I" Flat Plate (G) 2T75 - Auto 00000 32.75 L34 20 6" x 1" Flat Plate (G) 22 75 - Auto 0-0000 27.75 L34 21 6' x I" Flat Plate (G) 2275 - Auto 0D000 27-75 L34 32 4.5" x I' Flat Plate (G) 22.75 -' Auto 00000 27.75 L34 33 4.5" x 1" Flat Plate (G) 22,75- Auto 0,0000 27.75 L34 34 4 5" x I" Flat Plate (G) 22.75 - Auto 00000 27,75 L34 54 5" x I" Flat Plate (G) 22 75 - Auto 00000 27.75 L34 55 5" x V Flat Plate (G) 22 75 - Auto 0,0000 27,75 L34 56 5' x I" Flat Plate (G) 22,75- Auto 00000 2775 L35 20 6" x 1" Flat Plate (G) 20,00- AUt0I 00000 22,75 L35 21 6" x V Flat Plate (G) 20 00 - Auto 00000 22.75 L35 30 6'x 1" Flat Plate (G) 20,00- Auto 0.0000 2004 L35 31 9' x 1'" Flat Plate (G) 20,00- Auto 00000 2004 L35 32 4 Yx I" Flat Plate (G) 20.00 - Auto 00000 2235 L35 33 4,5'x I" Flat Plate (G) 20.13 - Auto 00000 22.75 L35 34 4.5" x V Flat Plate (G) 20.13 - Auto 0.0000 22,75 L35 41 4.5" x I" Flat Plate (G) 20-00- Auto 0,0000 2204 L35 42 4.5'x 1" Flat Plate (G) 20.00- Auto 0.0000 22.04 L35 54 5" x 1'" Flat Plate (G) 20.00- Auto 0,0000 2275 L35 55 5" x I" Flat Plate (G) 20.00- Auto 00000 22.75 L35 56 5" x I" Flat Plate (G) 20,00- Autol 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio, W)dth Elev n Patio ii4ethod 22.75 L35 66 Y x I" Fiat Plate (G) 20.00- Auto 0,0000 22,121 L35 67 5" x I" Flat Plate (G) 20.00 - Auto OMOO 2212 L35 68 5" x I" Flat Plate (G) 20.00- Auto 00000 22.12 L36 20 6" x I" Flat Plate (G) 19.75- Auto 0M00 20.00 L36 21 6" x 1" Fiat Plate (Gi 19.75- ALA a 00000 2000 L36 30 6" x I" Flat Plate (G) 19,75- Auto 0,0000 2000 L36 31 U* x I" Flat Plate (G) 1 19,75- Auto 00000 20,00 L36 32 4 5" x I" Flat Plate (G) 19,75- Auto 00000 2000 L36 41 4 5" x V Flat Plate (G) 19,75- Auto 0.0000 2000 L36 42 4 5" x 1" Flat Plate (G) 19 75 - Auto 00000 2000 L36 50 Tx I" Flat Plate (G) 19,75- Auto 0,0000 2000 L36 51 6" x I" Flat Plate !G) 19,75- Auto 000100 20,00 L36 52 Tx V Flat Plate (G) 19,75- Auto 0-0000 20-00 L36 66 5" x 1" Flat Plate (G) 19-75- Auto 00000 20,00 L36 67 5" x I" Flat Plate (G) 19.75- Auto 0-0000 20,00 L36 68 57'x V Flat Plate (G) 19-75- Auto 0D000 2000 L37 20 6" x V Flat Plate (G) 18.50- Auto 0.0000 19.75 L37 24 6' x I" Fiat Plate (G) 18.50- Auto 0,0000 1975 L37 30 6" x I" Flat Plate (G) 18.50 - Autol 00000 19,75 L37 31 6" x V Fiat Plate (G) 18.50 - Auto 00000 19.75 L37 32 4 5" x 1" Flat Plate (G) 18 50 - Auto 0,0000 19,75 L37 41 4.5" x I" Flat Plate (G) 1& 50 - Auto 00000 1975 L37 42 4 5" x V Flat Plate (G) 18,50- Auto 00000 1935 L37 50 6'x 1" Flat Plate (G) 18.50- Auto 00000 19,75 L37 51 6" x I" Flat Plate (G) 1&50 - Auto 0.0000 19,75 L37 52 6'x 1" Flat Plate (G) 18-50- Auto 00000 19-75 L37 66 5" x I" Flat Plate (G) 18-50-1 Auto 00000 19,75 L37 67 Yx I" Flat Plate (G) 18,50- Auto 00000 1915 L37 68 57'x I" Flat Plate (G) 18-50- Auto 0.0000 19.75 L38 20 6'x 1" Flat Plate (G) 1&25 - Auto 0,0000 18.50 L38 21 6® x V Flat Plate (G) 18,25- Auto 0.0000 18.50 L38 30 U'x I" Flat Plate (G) 18.25- Auto 0,0000 18.50 L38 31 6" x I" Fiat Plate (G) 18,25- Auto 00000 18.50 L38 32 4 5" x 1" Flat Plate (G) 18 25 - AUt0I 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio, Muth Elev n Patio klethod 18-50 L38 41 4,5" x I" Flat Plate (G) 18,25- Auto 0,0000 1&50 L38 42 4,5" x V Flat Plate (G) 18 25 - Auto OMOO 18,50 L38 50 6'x I" Flat Plate (G) 18.25- Auto 00000 1850 L38 51 U'x V Flat Plate (G) 18,25- Auto OMOO 18,50 L38 52 6" x I" Flat Plate (G) 18 25 - Auto 00000 18,50 L38 53 6" x 1" Flat Plate (G) 18 25 - Auto 0,0000 18,50 L38 66 Yx I" Flat Plate (G) 18 25 - Auto 00000 18,50 L38 67 5" x I" Flat Plate (G) 18.25- Auto 00000 1850 L38 68 Yx I" Flat Plate (G) 18 25 - Autol 0.0000 1850 L39 20 6" x I" Flat Plate (G) MOO - Auto 00000 1825 L39 21 6" x I" Flat Plate (G) 18,00- Auto 0,0000 1825 L39 30 Tx I" Flat Plate (G) 18.00- Auto 000,00 18,25 L39 31 U'x I" Flat Plate (G) 18.00 - Auto 0-0000 18,25 L39 32 4,5" x I" Flat Plate (G) 18-00- Auto 00000 18,25 L39 41 4.5" x I" Flat Plate (G) 18-00- Auto 0-0000 18-25 L39 42 4 Y x I" Flat Plate (G) 18.00- Auto 0.0000 18.25 L39 50 6" x I" Flat Plate (G) 18.00 - Auto 0.0000 18.25 L39 51 6' x I" Flat Plate (G) 18 00 -' Auto 0,0000 1825 L39 52 6" x I" Flat Rate (G) 18.00- Auto 00000 18,25 L39 53 6" x I" Flat Plate (G) 18,00- Auto 00000 18.25 L39 66 5" x V Flat Plate (G) 18 00 - Auto 0,0000 18,25 L39 67 5' x I" Fiat Plate t G) MOO - Auto 00000 1825 L39 68 5" x I" Flat Plate (G) 18,00- Auto 00000 18,25 L40 20 6'x I" Flat Plate (G) 17 75 - Auto 00000 1800 L40 21 6" x I" Flat Plate (G) 17 75 - Auto 0.0000 18,00 L40 30 Tx V Flat Plate (G) 17,75- Auto 00000 18.00 L40 31 6" x 1 " Flat Plate (G) 17,75- Auto 00000 18,00 L40 32 4 Yx I" Flat Plate (G) 1735 - Auto 00000 1&001 L40 41 4.6'x 1" Fiat Plate (G) 17-96- Auto 0.0000 MOO L40 42 4.5" x V Fiat Plate (G) I7.96 - Auto 0,0000 MOO L40 50 6" x I" Flat Plate (G) 17.75- Auto 0.0000 18-00 L40 51 U'x I" Flat Plate (G) 17.75- Auto 0,0000 18.00 L40 52 6" x I" Flat Plate (G) 17.75 - Auto 00000 1800 L40 53 6' x I" Flat Plate (G) 17.75 - Autol 0.0000 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Totver Attachment Descnption Attachment I Ratio Effective Section Record No. Segment Calculatio, W)dth Elev n Patio klethod 18-00 L40 66 Y x I" Fiat Plate (G) 17.88- Auto 0,0000 1&00 L40 67 5" x I" Flat Plate (G) I7.88 - Auto OMOC) 1& 00 L40 68 5" x I" Flat Plate (G) 17,88- Auto 00000 1800 L41 20 6" x I" Flat Plate (G) 17-00- Auto OMOO 17.75 L41 21 6" x I" Fiat Plate (Gl 17,00- Auto 00000 17,75 L41 30 6" x I" Flat Plate (G) 17,00- Auto 0,0000 17,75 L41 31 U* x I" Flat Plate (G) 17.00- Auto 00000 17,75 L41 32 4 5" x I" Flat Plate (G) 17 00 - Auto 00000 1775 L41 50 6" x 1" Flat Plate (G) 17 00 - Auto 0D000 1775 L41 51 6" x 1"Flat Plate (G) 17,00- Auto 00000 17.75 L41 52 6" x V Flat Plate (G) 17,00- Auto 0,0000 17,75 L41 53 U'x I" Flat Plate (G) 1700- Auto 000100 17,75 L42 20 6" x I" Flat Plate (G) 1635 - Auto 0-0000 1700 L42 21 6" x I" Flat Plate (G) 16.75- Auto 00000 17,00 L42 30 6" x I" Flat Plate (G) 16,75- Auto 0-0000 17.00 L42 31 6" x 1" Flat Plate (G) 16 75 - Auto 0D000 17,00 L42 32 4.5" x I" Flat Plate (G) 16.75 - Auto OMOO 17,00 L42 50 6" x I" Flat Plate (G) 16.75- Auto 0,0000 1700 L42 51 6" x V Flat Plate (G) 16.75- Auto 00000 1700 L42 52 U'x I" Flat Plate (G) 16 75 - Auto 00000 1700 L42 53 6" x I" Flat Plate (G) 16,�75 - Auto 0,0000 17001 1 L43 20 6" x I" Flat Plate (G) 11 75- Auto 00000 1675 L43 21 U'x V Fiat Plate (G) 11 75- Auto 00000 1& 75 L43 30 6'x I" Flat Plate (G) 11 75- Auto 00000 16,75 L43 31 U'x I" Flat Plate (G) 11,75- Auto 0.0000 16-75 L43 32 4 5" x I" Fiat Plate. (G) 15 13 - Auto 00000 16,75 L43 50 6'x I" Flat Plate (G) 11.75- Auto 00000 16,75 L43 51 6" x I" Flat Plate (G) 11,75- Auto 00000 16-75 L43 52 6'x I" Flat Plate (G) 1135 - Autol 0.0000 16,75 L43 53 6'x I" Flat Plate (G) 1135 - Auto 0,0000 16.75 L44 20 6" x 1" Flat Plate (G) 6.75 - 11.75 Auto 0.0000 L44 21 6" x 1" Flat Plate (G) 675-1175 Auto 0.0000 L44 30 U'x I" Flat Plate (G) 675-11.75 Auto 00000 L44 31 U'x I" Flat Plate (G) 675-11 75 Auto 0.0000 L44 50 U'x 1" Flat Plate (G) 6.75 - 11 75 Auto 0,0000 L44 51 6'x I" Flat Plate (G) 6 75 - 11.75 Auto 0.0000 L44 52 (Y x I" Flat Plate (G) 6.75- 1175 Auto 00000 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Totver Attachment Section Record No. L44 53 L45 20 L45 21 L45 30 L45 31 L45 50 L45 51 L45 52 L45 53 L46 20 L46 21 L46 30 L46 31 L46 50 L46 51 L46 52 L46 53 Description Lighting Rod 14" x 4' JAHH-65B-R3B-V3 W. Mount Pipe RUM1,11KW211W [WAINIUMM Description Attachment Ratio Effective Segment Calculatio Moth Elev n Patio klefficid 6" x I" Flat Plate (G) 6-75 - 11.75 Auto 0.0000 U'x I" Flat Plate (G) 1.75 - 6.75 Auto 0.0000 6" x I" Flat Plate (G) 175-6.75 Auto 0,0000 6" x I" Flat Plate (G) 1.75 - 6 75 Auto OMOO 6" x I" Flat Plate (G) 1,75-6.75 Auto 0.0000 6!'x I" Flat Plate (G) 1 75 - 615 Auto 0.0000 6" x 1" Flat Plate (G) 1 75-675 Auto OMOO 6" x I" Flat Plate (G) 1 75 - 6.75 Auto OMOO U'x I" Flat Plate (G) 1 75-6,75 Auto 00000 6" x I" Flat Plate (G) 0,00- 1.75 Auto 00000 6" x I" Flat Plate (G) 0,00-1.75 Auto 00000 6" x I" Flat Plate (G) 0 00 - 1 75 Auto 00000 6" x I' Flat Plate (G) 0 00 - 1,75 Auto 00000 6"x I" Flat Plate (G) 000- 1 75 Auto 00000 6" x I" Flat Plate (G) 0,00-1 75 Auto 00000 6" x I" Flat Plate (G) 0 00 - 1,75 Auto 0,0000 6" x I" Flat Plate (G) 000-1 75 AUtOl 00000 I I'm' I '' M;T& W* =M Face offset Offsets Azimuth Placement C�A4 C-,Ai or Type Hor7 Adjustmen Front Side Leg Lateral f Veit ft It ft2 6 ft ft A From Leg 4.00 0,0000 125,00 No Ice 030 0.30 0.00 121, 0.71 0.71 200 Ice 1,00 1.00 A From Leg 4,00 0,00 -1,00 B From Leg 400 000 -100 C From Leg 400 OM -1-00 A From Leg 4.00 OM -1.00 B From Leg 4.00 0.00 -1M C From Leg 400 0,00 -100 V Ice 152 152 2" Ice 0,0000 12200 No Ice 550 438 1 2" 597 4.84 Ice 6.45 530 1" Ice 744 6,26 2" Ice 00000 122.00 No fee 5.50 438 1.Q" 5,97 484 Ice 645 530 Vlce 744 626 2" Ice 0,0000 122,00 No Ice 550 438 112" 597 4,84 Ice 6.45 5,30 1" Ice 744 626 2*' Ice U000 122.00 No Ice 5,29 105 12" 5.75 3A8 Ice 622 3.93 1" Ice 7,20 484 2" Ice 0-0000 122.00 No Ice 529 105 1:2" 575 3.48 Ice 622 193 1" Ice 7.20 484 2" Ice OMOO 122.00 No Ice 5.29 105 1 2" 5,75 3,48 Ice 6.22 3,93 we;ght 2 1 0,10 017 0,25 046 010 017 0-25 046 010 0,17 0-25 046 006 0.12 019 0,33 006 0,12 019 0.33 I 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Description Face Offset Offset& Azimuth Placement C-A4 CaA4 Weight 01' Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft" ft` K ft ft I" Ice 7-20 4.84 0-33 2" Ice NNH4-658-R6H4 w� Mount A From Leg 400 0-0000 122.00 No Ice 7.55 4.23 012 Pipe 0,00 1,2" 8.04 467 020 -iM Ice 853 512 030 V Ice 9.56 6.05 053 2" Ice NNH4-65B-R6H4 w Mount 6 From Leg 4.00 00000 122.00 No Ice 755 423 0.12 Pipe 0,00 1,7' 804 4,67 0.20 -100 Ice 8.53 5,12 0.30 1" Ice 9,56 605 053 2" Ice NNH4-65B-R6H4 w.' Mount C From Leg 4,00 OMOO 12200 No Ice 755 4.23 012 Pipe 0,00 1; 2" 804 4,67 020 -100 ice 853 5-12 030 1" ice 956 6,05 053 2" Ice AIR 64l9B77G 2024w" A From Leg 400 0.0000 122,00 No Ice 3,43 195 008 Mount Pipe 0,00 17' 376 2,22 Oil 100 Ice 4,10 2,52 015 I" Ice 483 3,14 0,25 2" Ice AIR 6419 B77G - 2024 wr 6 From Leg 4,00 0,0000 12200 No Ice 143 1,95 &08 Mount Pipe 0.00 1'2" 3,76 222 Oil 100 Ice 410 2,52 0,15 1" Ice 4.83 114 025 2" Ice AIR 6419 677G - 2024 w,' C From Leg 4,00 0.0000 122-00 No Ice 3.43 195 0,08 ,taunt Pipe 0,00 1 2' 176 222 0.11 1,00 Ice 410 2.52 0,15 l' Ice 4.83 114 0.25 2" Ice AIR 6449 B77D C- A From Leg 4,00 0.0000 122.00 No Ice 364 1 72 0.09 BAND-CCIV2 0-00 12" 4.00 2.02 0.12 -3,00 Ice 437 2,33 015 1" Ice 516 2.99 023 2" ice AIR 6449 B77D C- B From Leg 4,00 0.0000 12200 No fee 3 64 1.72 0.09 BAND-CCW2 000 1,2' 400 202 012 -3.00 Ice 437 2 33 015 V ice 516 2 99 023 2" Ice AIR 6449 B77D C- C From Leg 400 00000 122.00 No Ice 3 64 1 72 009 BAND-CCIV2 0,00 1:2" 400 2.02 012 -300 Ice 4,37 233 015 Vice 516 2,99 0,23 2" Ice RRUS 32 B30 A From Leg 4.00 00000 122-00 No Ice 273 167 0,05 0.00 IiZ' 2,95 1.86 0.07 -1,00 Ice 3,18 205 010 V Ice 366 246 0,16 2" ice RRUS 32 630 B From Leg 4.00 0,0000 122-00 No Ice 2-73 1.67 0-05 0,00 1'2" 2.95 186 0-07 -1-00 Ice 3-18 2.05 010 I" ice 166 246 0,16 2" ice RRUS 32 630 C From Leg 4.00 00000 122.00 No Ice 2,73 1,67 0.05 0,00 1, 2" 2.95 186 0.07 -iM Ice 318 2.05 010 I" Ice 366 246 016 2" Ice RRUS 4415 625 A From Leg 400 00000 122.00 No Ice 164 0.68 004 000 12" 180 079 0.06 -iM Ice 197 0.91 0.07 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 60 Description Face Offset Offsets. Azin?Llh Placement ........................................................ CAA, CA4 Weight 01' Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ff ft` K ft ft I" Ice 2.33 118 011 2" Ice RRUS 4415 825 B From Leg 400 0-0000 122.00 No Ice 164 0,68 0,04 0,00 1,2" 1.80 0.79 0.06 -iM Ice 1.97 091 007 V Ice 233 118 0.11 2" Ice RRUS 4415 825 C From Leg 4,00 0.0000 122,00 No Ice 1,64 0.68 004 000 1,2" 180 079 006 -100 Ice 1.97 091 0.07 1" Ice 2,33 118 0,11 2" ice RRUS 4426 B66 A From Leg 4,00 OMOO 12200 No Ice 164 0,73 005 0,00 V2" 180 0,84 006 -100 ice 1 97 097 008 1" Ice 2-33 124 011 2" Ice RRUS 4426 B66 B From Leg 400 0.0000 122,00 No Ice 1.64 0,73 005 0,00 1/2" 180 084 0.06 -1,00 Ice 197 0,97 008 1` Ice 2.33 124 Oil 2" ice RRUS 4426 B66 C From Leg 4,00 0,0000 12200 No Ice 164 0,73 005 0.00 1i'2" 1,80 0.84 OD6 -1,00 Ice 1,97 0-97 OM l' Ice 2.33 124 0,11 2" Ice RRUS 4478 812 A From Leg 4,00 0.0000 122-00 No Ice 2-04 1-18 006 0,00 12" 2.22 132 0,07 -1,00 Ice 2A0 148 009 I" Ice 2.80 1.81 0.14 2" Ice RRUS 4478 612 8 From Leg 4,00 0.0000 122.00 No Ice 2,04 1 18 006 0-00 1 i2" 222 1,32 0.07 -IM Ice 240 148 009 1" Ice 2 80 1.81 0,14 2" Ice RRUS 4478 B 12 C From Leg 4,00 0.0000 12200 No Ice. 2,04 1 18 006 000 112" 222 1 32 0.07 -100 Ice 240 148 009 1" Ice 2 80 181 014 2" Ice RRUS 4478 B14 A From Leg 400 00000 122.00 No Ice 184 106 006 0,00 1,7' 201 120 0,08 -100 ice 219 134 009 V Ice 2,57 166 014 2" Ice RRUS 4478 B14 B From Leg 4.00 00000 122-00 No Ice 1,84 1 06 0.06 0.00 12" 2,01 120 0.08 -1,00 Ice 219 1,34 009 Vice 2,57 166 0,14 2" Ice RRUS 4478 B 14 C From Leg 4.00 0,0000 122-00 No Ice 1.84 1,06 U6 0,00 1,2" 2,01 1.20 0,08 -1-00 Ice 219 1.34 009 1" ice 2.57 1.66 0.14 2" Ice RRUS 4478 65 A From Leg 4.00 00000 122.00 No Ice 184 IM 0.06 0,00 1:2" 2,01 120 0.08 -iM Ice 219 134 0,09 V Ice 257 1-66 014 2" ice RRUS 4478 B5 8 From Leg 400 00000 122.00 No Ice 1.84 1.06 006 000 1,2" 2.01 120 008 -iM Ice 219 134 &09 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 61 Description Face Offset Offsets, Azimuth Placement C4A4 CAA:. Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft It lt2 fr° K ft ft I" Ice 2.57 1.86 014 2" Ice RRUS 4478 65 C From Leg 400 0-0000 122.00 No Ice 1,84 106 0.06 0,00 1,2" 201 120 0,08 -1M Ice 219 134 009 V Ice 2,57 166 0.14 2" Ice DC6-48-60-18-8C- A From Leg 4,00 0.0000 122,00 No Ice 269 211 0,02 EV220505 000 1,7' 291 230 0.04 -100 Ice 3.13 2.50 007 1" Ice 360 2,94 013 2" Ice DC6-48-60-18-8F 070710 A From Leg 4,00 OMOO 12200 No ice 2,20 1 81 002 0,00 1 Q" 240 199 004 -100 Ice 260 2,18 006 1" Ice 304 2,59 0,12 2" Ice DC6-48-60-18-8F07071 0 B From Leg 400 0.0000 122,00 No Ice 2,20 181 002 0,00 1 T' 240 1-99 004 -1,00 Ice 260 218 006 I" ice 3,04 2.59 012 2" Ice DC6-48-60-18-8F07071 0 C From Leg 4,00 0,0000 12200 No Ice 220 181 0.02 0.00 12" 240 1.99 004 -1,00 Ice 2.60 2.18 0,06 1" Ice 3.04 2.59 0-12 2" ice 8'x 2" Mount Pipe A From Leg 4,00 0.0000 122-00 No Ice 1-90 190 003 0,00 1;2` 2.73 2,73 0,04 OM Ice 140 3,40 006 1" Ice 440 440 0-12 2"Ice 8'x 2" Mount Pipe 8 From Leg 4,00 0.0000 122.00 No Ice 190 1.90 0,03 0-00 112" 2.73 273 0.04 OM Ice 3.40 3,40 006 1" Ice 4A0 440 012 2" Ice 8'x 2" Mount Pipe C From Leg 4,00 0.0000 12200 No Ice 190 190 003 000 12` 273 273 0.04 000 Ice 340 140 006 V* Ice 4,40 4,40 012 2" Ice site pro I RLIQP-496-HK C None 00000 122.00 No Ice 23 14 21A0 1,95 Platform %louDt 1'2" 28,17 26-44 2-33 ice 3323 31.60 2,85 1" Ice 43-35 41 92 3-87 2" fee AEHC w., Mount Pipe A From Leg 4.00 00000 10700 No Ice 6 91 217 011 0.00 1;'21 740 3.15 016 IM Ice 7T91 155 022 1" Ice 899 439 0,36 2" Ice AEHC WNIount Pipe B From Leg 4.00 00000 10700 No Ice 6.91 237 011 0,00 1,2" 7.40 3,15 016 1.00 Ice T91 3.55 0.22 1" Ice 8.99 4 39 036 2" Ice AEHC w! Mount Pipe C From Leg 4.00 0.0000 10700 No Ice 6.91 277 0.11 OM 12" 740 315 016 100 Ice 7 91 3,55 0.22 V Ice 899 4 39 0,36 2" Ice FFHH-65C-R3 - T-NIOBILE A From Leg 400 00000 107.00 No Ice 1297 &20 0.16 W; Mount Pipe OM 1:2" 1362 6.77 030 tnxTower Report - version 8.3,0,5 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 62 Description Face Offset Offsets. AzimLih Placement ........................................................ C:A, CA6 weight 01' Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ft ft`" K ft ft 0.00 Ice 14-27 736 0145 1" Ice 15.62 857 079 2" Ice FFHH-65C-R3 T-NIOBILE B From Leg 4,00 OMOO 10700 No Ice 12.97 620 0,16 W! Mourit-Pipe 0.00 1,2" 1362 677 0.30 OM Ice 1427 736 0.45 V Ice 15.62 857 079 2" Ice FFHH-65C-R3 - T-KIOBILE C From Leg 400 0.0000 107.00 No fee 12,97 620 016 Wi N101.1111 Pipe OM V2" 13,62 677 0.30 000 Ice 1427 736 045 1" Ice 15.62 8 57 079 2" Ice AHFIG A From Leg 400 00000 10700 No fee 308 1,40 008 0,00 12" 331 159 010 100 Ice 155 178 012 1" Ice 405 217 018 2" Ice AHFIG B From Leg 4,00 0.0000 10TOO No Ice 308 140 0,08 OM 1:2" 3,31 1.59 010 1,00 Ice 3,55 178 012 1" Ice 405 2.17 018 2" Ice AHFIG C From Leg 4.00 00000 10TOO No Ice 108 1 A0 0,08 OM V211 131 1,59 010 1-00 Ice 3.55 178 012 V Ice 4.05 2,17 018 2" Ice AHLOB 671 A From Leg 4.00 00000 107.00 No Ice 123 1 A8 0,09 4T4R-TI%10 000 12" 146 IM Oil 1.00 Ice 370 1 85 0.13 1" Ice 421 225 020 2" Ice AHLOB B71 6 From Leg 4.00 00000 10TOO No fee 123 148 0-09 4T4R-Th10 0.00 12" 3,46 IM Oil 1,00 Ice 370 185 0.13 1'* Ice 421 225 020 2" Ice AHLOB 87V65 C From Leg 4.00 00000 10700 No Ice 3.23 148 0.09 4T4R-TNIO 000 1 2" 3,46 166 Oil 100 Ice 370 185 0.13 1" Ice 421 225 020 2" Ice HCS 2 0 B From Leg 400 00000 10TOO No Ice 0 94 070 0,00 0,00 1 2" 108 0,82 0 01 100 Ice 1.22 0 94 002 1" Ice 153 122 0,05 2" Ice HCS 2-0 C From Leg 4.00 00000 10700 No Ice 0,94 070 0,00 OM 112" 108 0,82 0 01 IM Ice 122 0,94 0,02 1" ice 1,53 1.22 0,05 2" Ice 8'x 2" Mount Pipe A From Leg 4.00 00000 10700 No Ice 190 1.90 0.03 0,00 1:2" 2-73 2.73 004 0,00 Ice 340 3.40 0.06 1" Ice 4,40 440 0,12 2" Ice 8'x 2" Mount Pipe 6 From Leg 4.00 0.0000 10700 No Ice 190 190 0-03 OM 1,2" 233 273 0.04 OM Ice 3,40 3.40 0.06 I" Ice 4,40 440 012 2" Ire 8'x 2" klotint Pipe C From Leg 400 00000 107.00 No Ice 190 190 0.03 OM 1 2" 273 273 0.04 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Description Face Offset Offsets. Azimuth P/ 01' Type Harz Adjustmen Leg Lateral t Veil ft ft ft 000 Platform Mount [LP 303- C None OMOO 1_HR-11 NIX08FRO665-21 MMIN I -v UJUX&ANIM KDE&ZEram, HZEMMUM TA08025-B605 A From Leg 4,00 00000 0,00 100 B From Leg 4,00 00000 000 100 C From Leg 4,00 00000 0,00 100 A From Leg 4.00 0.0000 0,00 300 B From Leg 4.00 0.0000 000 300 C From Leg 4,00 0,0000 0.00 300 A From Leg 400 OMOO 000 300 B From Leg 4,00 00000 0.00 100 C Frorn Leg 4,00 00000 0,00 300 A From Leg 4-00 0.0000 0,00 OM Commscope NIC-PK8-DSH C Platform Mount None 00000 May OT 2025 CCI BU No 843646 Page 63 Weight cement C-A4 CA4 Front Side ft ft~ ft`'' Ice 3,40 3A0 1" Ice 440 4A0 2" Ice 107.00 No Ice 1709 17.09 t2" 21,47 21A7 Ice 25,72 25,72 1" Ice 33.96 33.96 2" Ice 9800 No fee 8.01 321 17' 8,53 3,66 Ice 905 412 1" fee 1014 508 2" Ice 9800 No Ice 8.01 321 1.2" 8.53 3,66 Ice 905 412 I" ice 1014 5,08 2" Ice 9800 No Ice 8,01 321 1`2" 8.53 366 Ice 9-05 4,12 I" Ice 1014 5.08 2" Ice 98,00 No Ice 196 1,03 7;2" 214 1 17 Ice 2-32 1,31 V* Ice 271 1-62 2" Ice 98.00 No Ice 1,96 1,03 12" 2-14 1 17 Ice 2.32 1 31 1" Ice 2.71 162 2" Ice 98.00 No Ice 1,96 1.03 12" 2.14 117 Ice 232 1,31 V Ice 271 162 2" Ice 9800 No Ice 223 119 1,,2" 241 1.33 Ice 260 1.48 I" Ice 3,01 1,80 2" Ice 9800 No Ice 2,23 1 19 12" 241 133 Ice 260 1,48 I" Ice 3.01 1,80 2" Ice 9800 No Ice 2.23 1 19 V 2,41 133 Ice 260 1-48 1" Ice 3.01 1.80 2" Ice 98.00 No Ice 2,01 1 17 12" 2,19 1.31 Ice 2,37 1,46 1" Ice 276 1.78 2" Ice 98.00 No Ice 34.23 33.14 1 2" 62-95 62.20 Ice 91.67 9126 1" ice 149.11 14938 2" Ice K 006 012 1.50 188 2,35 3,52 &08 016 024 0,42 008 016 0.24 042 008 016 0,24 0,42 &06 0,08 010 0.15 I I I 007 009 012 017 007 0.09 012 0.17 002 0,04 0,06 0,11 1.30 2.34 288 3.96 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 64 Description Face Offset Offsets, Azimuth Placement C4A4 C4A4 Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft It ft` fr` K ft ft AW3286 w- Mount Pipe A From Leg 4.00 00000 84-00 No Ice 241 2.22 0.04 000 1,2" 2.81 2.62 007 -1,00 Ice 123 3,03 Oil V* Ice 4.11 390 0,22 2" Ice AW3286 W NIOUnt Pipe B From Leg 4.00 0.0000 84.00 No Ice 241 222 0.04 000 V2" 281 2.62 007 -200 Ice 323 3,03 Oil I" Ice 4,11 390 0.22 2" Ice AW3286 wl Mount Pipe, C From Leg 400 00000 84,00 No Ice 241 2.22 004 0,00 11,2" 2,81 262 007 -100 ice 323 303 Oil 1" Ice 411 3,90 0,22 2" ice (2) APXVSPP18-C m A From Leg 400 00000 8400 No Ice 460 401 0,09 Mount Pipe 000 1,2" 505 445 015 -100 Ice 5-50 489 023 1" Ice 644 5,82 0,41 2" Ice (2) APXVSPPI 8-C W B From Leg 400 0,0000 8400 No Ice 460 4,01 0,09 Mount Pipe ODO 1, 2" 505 4,45 015 -1,00 ice 550 489 0,23 1" Ice 6,44 5,82 0A1 2" Ice (2) APXV9ERR18-C W C From Leg 400 0,0000 84,00 No Ice 460 401 0,10 Mount Pipe OM 12" 5.05 4A5 0.16 -I DO Ice 5.50 4.89 0-23 I" Ice 6A4 582 OA2 2" Ice FWHR A From Leg 4-00 0.0000 8400 No Ice 103 0.51 003 0.00 1, 2" 1.16 0.60 004 0.00 Ice 130 0.70 005 1" Ice 159 0.92 0.08 2" Ice FWHR B From Leg 4.00 0,0000 8400 No fee 103 051 0.03 0.00 12" 1.16 0.60 004 0,00 Ice 130 0,70 005 1" ice 159 092 008 2" Ice FWHR C From Leg 4,00 0.0000 8400 No Ice 103 0.51 003 000 17' 1 16 060 004 000 Ice 130 0,70 005 I' Ice 159 0,92 008 2" Ice RRUS 11 A From Leg 4,00 00000 84-00 No Ice 278 1 19 005 000 1,2" 299 1,33 007 -3,00 Ice 3,21 1,49 009 I" Ice 166 1 83 015 2' Ice RRUS I 1 6 From Leg 4,00 0-0000 84.00 No Ice 2.78 1 19 0,05 0.00 1;2" 299 1.33 0,07 -100 Ice 3.21 149 0.09 1" ice 366 1 83 0,15 2" Ice RRUS 11 C From Leg 4-00 0,0000 84,00 No Ice 238 119 0.05 0.00 12" 2.99 IM 0.07 -3M Ice 3.21 1,49 009 I" Ice 166 183 0.15 2" Ice (2) RRUS 31 825 A From Leg 4,00 0-0000 8400 No Ice 162 128 006 0,00 12" 178 143 007 OM Ice 195 158 009 I" Ice 2,31 1 91 0.14 2" Ice tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 65 Description Face Offset Offsets. AzimLih Placement ........................................................ C:A, CA6 weight 01' Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ft ft`" K ft ft (2) RRUS 31625 B From Leg 4.00 0.0000 84-00 No Ice 1,62 128 006 000 1,2" 178 143 007 000 Ice 1.95 158 009 V* Ice 231 1.91 0.14 2" Ice (2) RRUS 31 B25 C From Leg 4M &0000 84.00 No Ice 1,62 128 0.06 000 1, 2" 178 143 0.07 000 Ice 1.95 158 009 1" Ice 231 1,91 014 2" ice RSTAC-7124-P-120 6 From Leg 400 00000 8400 No Ice 074 0,46 0.00 000 12 085 055 001 -300 Ice 0,97 0.64 002 1" Ice 122 0,86 004 2" Ice 8'x 2" Mount Pipe A From Leg 400 00000 8400 No Ice 190 190 0,03 000 1, 2" 273 2,73 004 000 ice 3,40 3,40 006 1" Ice 440 440 012 2" Ice 8'x 2" Mount Pipe B From Leg 400 0,0000 8400 No Ice 190 190 0.03 ODO 1,'2'* 273 2,73 0,04 0.00 Ice 3.40 3,40 0.06 1" Ice 4.40 4,40 0,12 2" Ice 8'x 2" Mount Pipe C From Leg 4,00 0,0000 84,00 No Ice 190 190 &03 0-00 1 2" 273 2.73 0.04 0-00 Ice 3.40 3,40 006 1" Ice 4A0 4,40 0.12 2' Ice Platform Mount [LP 304- C None 0.0000 8400 No fee 3263 32.63 188 1-KCKR-HR-`I] 1 2" 4084 40.84 247 Ice 4905 4.9.05 120 VIce 6562 6562 504 2" Ice CBRS wi Klount Pipe A From Leg 4M 00000 7600 No Ice 145 0.99 003 0,00 1;21, 167 118 005 0,00 Ice 190 139 0.07 1" Ice 242 1.85 012 2" Ice CBRS W Mount Pipe B From Leg 400 00000 7600 No Ice 145 099 003 000 1,7' 167 1 18 005 0,00 Ice 1 90 1,39 007 I" Ice 2-42 185 0.12 2*'Ice CBRS wf Mount Pipe C From Leg 4,00 00000 7600 No Ice 145 099 0,03 000 1,:T" 1,67 1.18 005 000 Ice 190 1 39 007 1- Ice 2A2 1.85 012 2" Ice N,IT6407-77A A From Leg 4DO 00000 76-00 No ice 6,74 234 0,08 OM 12" T36 2-83 0,11 -3-00 Ice 8.00 335 014 1" Ice 936 4A5 0.22 2" ice r0T6407-77A B From Leg 4.00 OMOO 76.00 No fee 6.74 234 0,08 0.00 12" 736 2.83 0,11 -100 Ice 8.00 335 OA4 1" Ice 9.36 445 0.22 2" Ice K,IT6407-77A C From Leg 400 0,0000 76.00 No Ice 6,74 234 008 0.00 1,2" 736 2.83 0.11 -3.00 Ice 8.00 335 0.14 I" Ice 9,36 445 022 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- 11111111151� Ml� A �"..rH Description Face Offset Offsets. Azimuth Placement C-A4 CA4 Weight 01' Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft~ ft`'' K ft ft 2'* Ice CWWX063X19G00 wr A From Leg 4M 0.0000 76.00 No Ice 708 5.47 008 Mount Pipe 0,00 V2" 776 6.13 0.14 -1 M Ice 8,46 6.31 022 1" Ice 990 8.21 0.41 2" Ice CWWX063X19G00w; 6 From Leg 4M OMOO 7&00 No Ice T08 5A7 008 MOLIfIt Pipe 000 12" 776 6.13 0,14 -100 Ice 8.46 681 0.22 1" Ice 990 821 0,41 2" Ice CWWX0G3X19G00 wi C From Leg 400 00000 76.00 No Ice 708 547 008 Mount Pipe 000 1 Y 776 613 014 -1,00 Ice 846 681 0,22 I" Ice 990 8,21 041 2" Ice CWWX063X19G00 A From Leg 400 0.0000 7600 No Ice 7,13 403 005 000 1/2" 7.83 470 010 -100 Ice 856 538 0,16 I" Ice 10,05 679 030 2" Ice CWWX063X19G00 6 From Leg 400 00000 7600 No Ice 7-13 403 005 000 17' 7,83 4,70 010 -1,00 Ice 8-56 5,38 016 1" Ice 10.05 6-79 030 2'* Ice CWWX063X19G00 C From Leg 400 00000 76.00 No Ice 7,13 4.03 &05 0-00 1 2" 7.83 4,70 010 -1.00 Ice 8.56 5.38 0-16 I" Ice 1&05 679 030 2" Ice RFVOIU-DlA A From Leg 400 00000 76.00 No Ice 188 125 008 0.00 1/2" 2,05 139 0,10 0.00 Ice 222 1,54 012 I" Ice 2.60 186 018 2" Ice RFVOIU-DlA B From Leg 4.00 00000 7600 No Ice 188 125 0,08 0,00 1'2" 205 1.39 010 000 Ice 2.22 154 0.12 1" Ice 260 186 018 2" Ice RFV01U-DIA C From Leg 400 00000 7600 No Ice 188 1,25 008 000 1, 2" 205 139 010 000 Ice 222 154 012 1" Ice 260 1,86 0,18 2" Ice RFV01U-D2A A From Leg 400 00000 7600 No Ice 188 1.01 007 000 1 2., 205 1 14 009 0,00 Ice 222 128 011 I" Ice 2,60 1,59 015 2" Ice RFV01U-D2A 6 From Leg 400 00000 76-00 No Ice 1.88 1,01 0.07 0,00 1,2" 205 1.14 0-09 OM Ice 2-22 128 0,11 V ice 2.60 1.59 015 2" Ice RFV0IU-D2A C From Leg 4M OMOO 76.00 No Ice 188 1,01 0.07 0,00 1 2" 2.05 1 14 009 000 Ice 2.22 128 011 I" Ice 260 1,59 015 2" Ice RHSDC-3315-PF-48 A From Leg 400 0,0000 76.00 No Ice 3,71 2 19 003 0.00 1, 2" 395 239 006 100 Ice 420 261 0,10 I" Ice 472 305 0.18 tnxTower Report - version 8.3,0,5 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 67 Description Face Offset Offsets. AzimLih Placement ........................................................ C:A, CsA6 weight of Type Harz Adjustmen Front Side Leg Lateral 1' Vert ft ft ft`� ft`" K ft ft 2'* Ice RHSDC-3315-PF-48 C From Leg 4,00 00000 76.00 No Ice 3.71 2-19 003 0,00 V2" 195 2.39 006 1,00 Ice 4.20 261 0,10 V Ice 4.72 3-05 018 2" Ice 6'x 2" Mount Pipe C From Leg 400 00000 76,00 No Ice 143 1 43 002 000 1.2" 192 192 0.03 000 Ice 229 229 005 1" Ice 306 306 009 2" Ice (2) 6'x 2" Mount Pipe A From Leg 100 00000 76.00 No Ice 143 143 002 000 1.22" 1.92 192 003 000 Ice 229 229 005 I" Ice 306 3-06 009 2" ice (3) 8° x 2" Mount Pipe A From Leg 400 0.0000 7600 No Ice 1.90 190 003 000 1,:2" 273 273 004 -100 Ice 3,40 3-40 0,06 V* Ice 440 440 012 2" Ice (3) 8'x 2" Mount Pipe 6 From Leg 400 00000 7600 No Ice 1.90 190 003 000 1,2" 2,73 2,73 004 -1,00 Ice 3,40 140 0D6 1" Ice 4A0 4.40 0,12 2" Ice (3) 8'x 2" Mount Pipe C From Leg 400 00000 76.00 No Ice 1.90 1-90 OM 0-00 1'2` 2.73 2-73 0.04 -1.00 fee 140 3.40 0,06 I" Ice 4A0 4.40 012 2" Ice 10' x 2" Mount Pipe A From Leg 400 00000 76.00 No Ice 2.38 238 0.04 0.00 1 2" 3.40 3,40 005 -21M fee 4.45 4.45 0,08 1" Ice 591 5.91 015 2" Ice 10'x 2" Mount Pipe B From Leg 4.00 00000 7600 No Ice 2.38 2.38 004 0.00 1'2" 140 340 005 -300 Ice 4,45 445 0.08 1" fee 5,91 5,91 015 2" Ice 10' x 2" Mount Pipe C From Leg 400 00000 7600 No fee 238 2,38 0,04 000 1'2" 340 3,40 005 -300 Ice 445 4,45 008 1" Ice 591 591 015 2" Ice Side Arm Mount [SO 102- C None 00000 7600 No Ice 3,60 360 0,07 31 1:2*' 4,18 4.18 010 Ice 475 475 014 I" Ice 590 5.90 020 2" Ice Platform Mount [LP 303- C None 00000 76-00 No Ice 2831 28,31 1 77 I-KCKR-HR-11 1;2" 35-69 35.69 230 Ice 4311 4311 2.94 1" Ice 53,21 58-21 4-60 2" Ice I Dishes tnxTower Report - version 8.3,0.5 NEEMt R 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight 01 TYP61 Type Harz Adjustment Beam Diameter Area Leg Lateral Width Veit ft ft ft fe K SC2-19066 C Paraboloid From 400 -35.0000 7600 2-00 No Ice 3-14 0.02 wShroud (HP) Leg 0.00 I e2,, Ice 3A1 0.04 -300 1" Ice 368 0.06 .... .... .... ... 2" Ice 4.21 0.09 Comb, No 1 2 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Load Combinations Description Dead Only 1.2 Dead+ 1 0 Wind 0 deg - No Ice 0 9 Deac1+1 0 Wind 0 deg - No Ice 1,2 Dead+1 .0 Wind 30 deg - No Ice 0.9 Dead+1 0 Wind 30 deg - No fee 12 Dead+1 0 Wind 60 deg - No Ice 0.9 Dead+ 1 .0 Wind 60 deg - No Ice 12 Dead+1 -0 Wind 90 deg - No Ice 0.9 Dead+1 -0 Wind 90 deg - No Ice 1,2 Dead+1 .0 Wind 120 deg - No Ice 0 9 Dead+' LO Wind 120 deg - No Ice 1 2 Dead+1,0 Wind 150 deg - No ice 0,9 Dead+1 -0 Wind 150 deg - No Ice 12 Dead+1 .0 Wind 180 deg - No Ice 0.9 Dead+1.0 Wind 180 deg - No Ice 1,2 Dead+1.0 Wind 210 deg - No Ice 0,9 Dead+1 .0 Wind 210 deg - No Ice 1,2 Dead+1 .0 Wind 240 den - No Ice 0 9 Dead+1 .0 Wind 240 deg - No Ice 1.2 Dead+1 .0 Wind 270 deg - No Ice 0.9 Dead+1 .0 Wind 270 deg - No Ice 1.2 Dead+ 1 0 Wind 300 deg - No Ice 0.9 Dead+1.0 Wind 300 deg - No Ice 12 Dead+1.0 Wind 330 deg - No Ice 0 9 Dead+ 1.0 Wind 330 deg - No Ice 12 Dead+I 0 Ice+ 1,0 Temp 1 2 Dead+1 0 Wind 0 deg+1 0 Ice+1 0 Temp 12 Dead+1,0 Wind 30deg+1.0 Ice+ 1,0 Temp, 12 Dead+1 0 Wind 60 deg+1 0 Ice+1 .0 Temp, 12 Dead+1 0 Wind 90 deg+ 1,0 Ice+1 0 Tamp 12 Dead+1 0 Wind 120 deg+ 1.0 fce+1 0 Temp 12 Dead+1.0 Wind 150 deg+ 1 0 Jce+1 0 Temp 12 Dead+1 0 Wind 180 deg+ 1 0 Ice+1 0 Tamp 12 Dead+1 0 Wind 210 deg+1.0 Ice+1 0 Temp 12 Dead+1 -0 Wind 240 deg+1 0 fce+1.0 Temp 1,2 Dead+1 0 Wind 270 deg+ 1.0 Ice+1 0 Temp 1.2 Dead+1 0 Wind 300 deg+1.0 Ice+1 .0 Temp 1.2 Dead+1.0 Wind 330 deg+ 1 0 Ice+ 1 .O Temp Dead+Wind 0 deg - Service Dead+Wind 30 deg - Service Dead+Wind 60 deg - Service Dead+Wjnd 90 deg - Service Dead+Wind 120 deg - Service Dead+Wind 150 deg - Service Dead+Wind 180 deg - Service Dead+Wind 210 deg - Service Dead+Wind 240 deg - Service Dead+Wind 270 deg - Service Dead+Wind 300 deg - Service Dead+Wrnd 330 deg - Service 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- sectio Elevation n ft Na Ll 125-120 L2 120-115 Component Condition Type Pole Max Tension L3 115- 110 Pole L4 110-108-5 Pole L5 10&5 - 10&25 L6 10825- Pole 10325 L7 103,25-101 Pole L8 101 -100,75 Pole L9 100 75 - Pole 95.75 Max. Compression Max. Prix klax. MY Max. VY Max, Vx Klax Torque Max Tension Max. Compression Max Nix Max MY klax VY Max Vx Max Torque klax Tension Max, Compression Max Nix Max MY hlax- Vy Max Vx Max, Torque Max Tension Max. Compression klax, hlx hlax. MY klax. Vy Max- Vx Max. Torque Max Tension Max Compression Max. Nix Max. MY Max- VY Max Vx Max Torque Klax Tension Max Compression Max. Nix Max MY Max Vy Max Vx Max Torque Max Tension Max Compression Max. Mx klax MY Max. Vy klax- Vx Max Torque Max Tension Max. Compression Max. Nix Max. My # lax. Vy Max- Vx Max. Torque Max Tension Max. Compression hlax. Nix Max. kly Max. Vy Max. Vx Max Torque Gov Axial 1, fajor Axis Phnor-Axis Load lJon7ent bloment Comb K kip-ft kip-ft 39 0-00 -0.00 400 26 -11,37 -0-03 0.73 8 -518 -6.69 026 2 -5.18 -0-01 6.98 8 4.85 -669 0.26 2 -4.87 401 698 8 0.39 1 000 0.00 OM 26 -11,86 -011 0.77 8 -540 -31 58 028 2 -5,39 -0.03 31.97 a 510 -31 58 028 2 -512 -003 3197 8 0,39 1 000 000 000 26 -1239 -019 0L82 8 -564 -5771 0,29 2 -5,64 -005 5819 8 5,35 -5771 0,29 2 -537 -005 5819 8 0.39 1 000 0,00 0.00 26 -1259 -022 083 8 -5-71 -65,80 0,30 2 -5,71 -0,06 66.31 8 5A3 -65-80 030 2 -5-45 -0-06 66.31 8 0-39 1 0-00 0,00 000 26 -12.63 -0.22 OM 8 -574 -6716 0.30 2 -574 -006 6767 8 544 -6716 0.30 2 -5.46 -OM 67.67 8 0.39 1 000 ODO 0.00 26 -2086 -031 0,69 8 -953 -10605 0,31 2 -953 -009 10661 20 -842 10589 029 2 -843 -009 10&61 8 039 1 0.00 000 000 26 -21 30 -035 0.69 8 -975 -125.15 031 2 -975 -0,10 12513 20 -355 124,96 029 2 -856 -010 12573 8 030 1 0,00 &00 000 26 -2136 -036 0-69 8 478 -12729 0-31 2 -977 -0-10 127.87 20 -3-56 12710 0,29 2 -8-58 -010 127,87 8 U0 1 OM 0,00 0.00 26 -2806 -0A5 109 8 -1311 -177,00 0-42 2 -13,10 -013 177,79 20 -11,02 17676 038 2 -11M -013 17779 8 0A6 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- sectio Elevation Component Condition Gov Axial kfajor Axis blinor Axis (I it Type Load A loinent Homent Na Comb. K kip-ft kip-ft LIO 9535 - Pole Max Tension 1 0.00 000 0,00 90,75 Max. Compression 26 -29-19 -056 1,04 Max. %Ix 8 -13,65 -232Z2 0-41 Max. My 2 -13.64 -0.16 233,75 %lax. Vy 20 -1131 232.51 0.37 Max Vx 2 -11,35 -0-16 233,75 Max. Torque 8 046 1-11 9075-898 Pole klax Tension 1 0.00 OM 0,00 Max. Compression 26 -29,43 -0.58 103 Max. hlx 8 -13,75 -243.59 0.41 Max MY 2 -1375 -0.16 244,55 Max Vy 20 -11.37 24327 036 Max. Vx 2 -11 40 416 24455 Max Torque 8 046 L12 898-8955 Pole Max Tension 1 000 0.00 000 l0ax Compression 26 -2950 -0,58 102 Max NIx 8 -1379 -24643 041 Max, MY 2 -1379 -017 24740 Max. Vy 20 -1138 246.12 036 Max Vx 2 -1142 -017 24740 Max Torque a 0,46 L13 89 55 - Pole Max Tension 1 000 000 000 84,55 hlax. Compression 26 -30,95 -0-69 0,97 Max. hlx 8 -14,52 -30418 0,40 t%lax My 2 -1452 -020 305,26 hlax Vy 20 -11.72 303,80 0,34 klax- Vx 2 -11,74 -020 305-26 Max. Torque 8 0A6 L14 84.55 - 81 Pole h4ax Tension I 0.00 U0 0.00 Max- Compression 26 -31 . 13 -0,69 0-97 Max hlx 8 -14-61 -310-63 0,40 Max, MY 2 -14-61 420 311.72 Max, Vy 20 -11.75 310.26 0,34 hlax. Vx 2 -11,78 -020 31132 Max Torque 8 0.46 L15 81-80 Pole Max Tension 1 0.00 0.00 U0 Max. Compression 26 -41 44 -076 0,88 Max hIx 8 -1954 -368.06 0.37 Max MY 2 -1953 -015 36925 Max. Vy 20 -1490 36778 0.30 Max Vx 2 -14.91 -015 369,25 Max. Torque a 042 L16 80- 75 Pole Max Tension 1 000 000 000 hlax Compression 26 -52,27 015 1 33 Max NIx 20 -2460 44423 040 Max My 2 -24.59 OM 44567 Max. Vy 20 -1904 44423 040 Max Vx 2 -19.07 0,08 445.67 Max. Torque 6 0-75 L17 75-73-5 Pole Max Tension 1 0.00 0,00 000 Max Compression 26 -5287 015 1,32 Max hlx 20 -24,94 472.85 0,38 Max hly 2 -24,94 0.06 474-34 Max Vy 20 -1914 472.85 0-38 Max- Vx 2 -1917 0.06 474,34 Max. Torque 6 0.75 L18 73,5-73-25 Pole Max Tension 1 0,00 000 0,00 Max. Compression 26 -52 . 98 0.16 1,31 %lax. NIx 20 -25,01 477.64 0.37 Max, MY 2 -2501 0.06 479-13 Max Vy 20 -19.15 477,64 0.37 Max. Vx 2 -1918 0,06 479.13 Max Torque 6 075 L19 73 25 - Pole Max Tension 1 0,00 000 000 68,25 Nlax Compression 26 -5486 0.51 107 Max. N1x 20 -26.09 57464 0.05 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- sectio Elevation Component Condition Gov Axial kfajor Axis khrior Axis (I it Type Load A loment Homent Na Comb. K kip-ft kip-ft Max. MY 2 -26.03 -0-08 57635 Max- Vy 8 19-55 -57414 0.84 Max. Vx 2 -19.64 -0,08 576,35 Max Torque 4 1.03 L20 6825 - Pole klax Tension 1 0.00 0.00 U0 63.25 Max. Compression 26 -5630 0.53 1.02 Max NIX 20 -2718 673 17 -0.23 Max. My 2 -2718 -0.32 675.28 Max, Vy 8 19,88 -67266 121 Max. Vx 2 -1996 -032 675.28 hlax Torque 4 103 L21 63,25-605 Pde Max Tension 1 000 0,00 0,00 Max. Compression 26 -5782 054 0,99 Max %9x 20 -2786 72806 -038 Max MY 2 -2785 -046 73039 Max. Vy 8 20,06 -72754 141 Max Vx 2 -2014 -046 73039 Max. Torque 4 1.03 L22 60.5-6025 Pole Max Tension 1 0.00 0,00 0,00 hlax. Compression 26 -5794 0.54 0,99 Max Rix 20 -2793 733,07 -039 klax- MY 2 -2793 -047 735,42 Max. Vy 8 20,07 -732,56 142 Max- Vx 2 -20,15 -0.47 735A2 Max Torque 4 1,03 L23 60.25- Pole Max Tension 1 000 &00 0-00 55.25 Max, Compression 26 -60,04 0.56 O94 Max- MX 20 -2923 83424 -0-67 klax. MY 2 -29-22 -0,71 837.00 Max. Vy a 2041 -833.72 1.79 Max Vx 2 -20,50 -071 83T00 Max Torque 4 103 L24 55.25 - 53-6 Pole Max Tension 1 (Y00 0.00 0.00 Max Compression 26 -6073 0,56 0.94 Max.Rix 20 -2964 86&00 -076 Max. My 2 -29.64 -039 870,89 Max. Vy 8 2053 -86747 1.91 Max Vx 2 -2061 -0,79 870.89 Max Torque 4 1 03 L25 53.6-53.35 Pole Max Tension 1 0.00 0.00 000 Max Compression 26 -6085 056 094 Max Mx 20 -29.73 87314 -077 Max My 2 -2972 -080 87604 Max Vy 8 2054 -872.61 1 92 Max. Vx 2 -2062 -0.80 87604 Max- Torque 4 1.03 L26 53 35 - 48.5 Pole Max Tension 1 000 000 000 Max- Compression 26 -6335 058 0.94 Nlax Mx 20 -31 31 973,57 -104 Max, MY 2 -31,30 -1.03 97686 Max Vy 8 2089 -97103 2-27 Max. Vx 2 -2098 -1.03 976.86 Max, Torque 4 1 05 L27 48,5-4825 Pole klax Tension 1 0.00 0.00 000 Max. Compression 26 -63,48 0.59 0-94 Max. Mx 20 -31,40 97879 -1,06 Max My 2 -31,39 -1,04 98210 Max. Vy 8 20,91 -978.25 2.29 Max. Vx 2 -20. 99 -1.04 90210 Max Torque 4 1.05 L28 48.25 - 40 Pole Max Tension 1 0.00 0,00 000 Max. Compression 26 -6532 0.60 0.94 Max Mx 20 -32.57 1057.67 -127 Max MY 2 -32.56 -1.22 106127 Max. Vy 8 21 18 -105712 2,56 h1ax Vx 2 -21,26 -122 106127 Max Torque 4 105 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- sectio Elevation Component Condition Gov Axial kfajor Axis khrior Axis r? it Type Load A lornent Homent Na Comb. K kip-ft kip-ft L29 40-39 Pole Max Tension 1 0.00 000 0,00 hlax. Compression 26 -69,72 0,63 0.94 Max. NIX 20 -35M 117541 -1.57 Max. My 2 -35M -148 1179A5 hlax. Vy 8 21.65 -1174.85 2,96 klax, Vx 2 -21 73 -1A8 1179-45 Max. Torque 4 1,05 L30 39-34 Pole Max Tension 1 0,00 0,00 000 Max, Compression 26 -72,46 0,65 1.06 Max NIX 20 -37,51 1284,47 -1 77 Max MY 2 -3751 -1,72 128897 Max Vy 8 22M -1283,88 3.40 Max Vx 2 -2208 -1 72 128897 Max. Torque 4 107 L31 34-33 Pole Max Tension 1 000 000 0.00 Max Compression 26 -7302 0.65 110 Max NIX 20 -37,88 130649 -1,80 Max My 2 -3788 -1 77 1311 10 Max. Vy 8 2207 -130590 3.50 hlax. Vx 2 -2215 -1 77 1311,10 Max Torque 4 107 L32 33 - 32.75 Pole Max Tension 1 0,00 000 OM klax. Compression 26 -7315 065 I'll hlax. &IX 20 -3797 1312.00 -1.81 klax. MY 2 -3797 -1 78 1316,64 Max. Vy 8 2208 -1311 42 152 tvlax. Vx 2 -22,16 -1 78 1316,64 Max. Torque 4 1,07 L33 32,75- Pole Max Tension 1 0,00 0.00 0.00 27,75 Max- Compression 26 -7549 0.67 113 Max NIX 20 -39.48 1423.15 -2-08 hlax, Nly 2 -39.47 -Z02 1428A8 Max. Vy 8 22A0 -1422,55 3.88 Max, Vx 2 -22.48 -2.02 1428-18 Max. Torque 4 107 L34 2735 - Pole Max Tension 1 0.00 0.00 OM 22.75 Max. Compression 26 -7785 030 114 Max. NIX 20 -4101 1535.86 -2.36 Max. lily 2 -4101 -2 26 1541 28 Max. Vy 8 2231 -1535.25 4.23 Max Vx 2 -2279 -2 26 1541,28 hlax Torque 4 1.07 L35 2275-20 Pole Max Tension 1 0,00 000 OM Max Compression 26 -7948 064 1 11 Max hIx 20 -42.11 159845 -2,55 klax My 2 -4211 -2,44 160411 %,lax Vy 8 2288 -159794 439 Max Vx 2 -2296 -244 160411 Max. Torque 4 1,07 L36 20- 19,75 Pole hlax Tension I ODO 0,00 0,00 Max. Compression 26 -79,64 063 1.10 klax, NIX 20 -4223 160417 -2,57 Max MY 2 -42,22 -246 1609-84 klax. Vy 8 22,88 -1603,66 4.41 Max. Vx 2 -22,96 -246 1609,84 Max. Torque 4 1,07 L37 19 75 - 18.5 Pole Max Tension 1 0.00 0-00 0,00 Max. Compression 26 -80.45 0.58 1-08 Max. NIX 20 -42.77 1632,78 -2-66 Max MY 2 -42,77 -2.55 1638,56 Max. Vy 8 2297 -163234 448 Max. Vx 2 -23.05 -2.55 163856 Max Torque 4 1 07 L38 185-1825 Pole Max Tension 1 000 0,00 000 hlax Compression 26 -8061 057 1.07 Max. klx 20 -42.89 1638.52 -267 flax. hly 2 -42M -2.57 164432 tnxTower Report - version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- sectio Elevation Component Condition Gov Axial kfajor Axis blinor Axis (I it Type Load A loinent Homent Na Comb. K kip-ft kip-ft hlax. Vy 8 22.98 -1638.09 4,49 Max. Vx 2 -23,05 -2,57 1644.32 Max. Torque 4 1.07 L39 1825 - 18 Pole Max Tension 1 0.00 OM 0-00 Max. Compression 26 -80,77 0.57 106 Max Nix 20 -43,00 1644.25 -2-69 hlax. MY 2 -4300 -2.59 1650.08 %lax Vy 8 2299 -1643.84 450 Max, Vx 2 -2307 -2.59 1650,08 Max Torque 4 107 L40 18-1775 Pole Max Tension 1 000 0.00 0.00 Max Compression 26 -80 92 0,56 1.06 Max Nix 20 -43,10 165000 -271 Max My 2 -4310 -260 165584 Max Vy 8 23,01 -164959 4,52 Max Vx 2 -2308 -260 165584 Nlax Torque 4 107 L41 17,75-17 Pole Max Tension 1 000 000 000 Max Compfess*n 26 -81,33 0.57 105 Max Nix 20 -4337 1667,27 -275 Max MY 2 -4337 -264 1673 17 hlax. Vy 8 2306 -1666,86 4,57 klax. Vx 2 -23. 13 -2.64 1673 17 Max Torque 4 107 L42 17-1675 Pole Max Tension 1 0-00 000 0,00 Max. Compression 26 -81.46 0.57 104 Max. Nix 20 -4146 1673-04 -216 Nlax. h1v 2 -4346 -2-65 1678.95 Max, Vy 8 2107 -167262 4,59 klax- Vx 2 -2314 -2-65 1678.95 h-lax, Torque 4 107 L43 16.75- Pole Max Tension 1 0.00 OM 0.00 1175 Max- Compression 26 -84.04 0.54 0-96 hlax Nix 20 -45-21 1789-04 -3,04 Max. MY 2 -45,21 -289 1795-31 hlax. Vy a 23.35 -1788.61 4.94 Max Vx 2 -2342 -2.89 1795.31 Max Torque 4 1.07 L44 11,75-675 Pole Max Tension 1 000 000 0.00 Max Compression 26 -8659 051 0,86 Max hlx 20 -4698 190642 -3,32 Max. kly 2 -46.98 -312 191303 Max Vy 8 23.63 -1905,97 529 klax Vx 2 -2370 -312 191303 Max Torque 4 107 L45 6,75-1 75 Pole Max Tension 1 000 000 000 Max. Compresston 26 -8911 0,47 078 Max NIX 20 -4879 202518 -3,60 Max Nly 2 -4879 -3,35 2032 13 Max Vy 8 23-91 -202471 5.63 Max. Vx 2 -2398 -3,35 2032 13 Max. Torque 4 1 07 L46 175-0 Pole Max Tension 1 000 0,00 0,00 Max. Compression 26 -89.95 046 075 Max. Nix 20 -49. 42 2067,08 -369 Max MY 2 -49.42 -343 2074,15 hlaxVy 8 24.02 -2066.61 5.75 klax. Vx 2 -24,09 -3-43 2074-15 Max- Torque 4 1 07 L_ maximum Reactions I May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 74 Location Condition Gov vertical Horizontal X Horizontal, Z Load K K K Comb Pole Klax. Vert 26 89.95 -0-00 0.00 Max, H, 20 4944 2199 -0-05 Max. Hz 2 49.44 -0,05 24,07 Max. hl, 2 207415 -0.05 2407 Max. hl: 8 2066.61 -23-99 0,07 Max. Torsion 4 1.07 -13,09 22.72 rylin Vert 19 3708 20.77 -12-07 Min H., 8 49.44 -2199 0.07 Klin Hz 14 49,44 0.04 -2404 Min %I: 14 -2071.57 004 -24,04 UnAl: 20 -206T08 23.99 -0,05 Min Torsion 16 -099 1308 -2270 Load Vertical Shear, Shear. Oveaurning Civeaurning Torque Combination A loment, A4, 1,40alent, A,& K K K krp-ft kip-ft klp-ft Dead Only 41-20 0,00 0,00 -020 0.25 -000 1,2 Dead+ 1 0 Wind 0 deg - 4944 005 -24,07 -2074 15 -343 -0,84 No Ice 0 9 Dead+ 1 -0 Wind 0 deg - 37.08 0,05 -24.07 -2051 85 -3,48 -0-83 No Ice 1.2 Dead+1 -0 Wind 30 deg - 49A4 13,09 -2272 -1896-34 -1091.77 -1,07 No Ice 0.9 Dead+1 -0 Wind 30 deg - 37,08 1109 -22,72 -1876,31 -1080.36 -107 No Ice 1-2 Dead+ 1 -0 Wind 60 deg - 49.44 20,79 -1209 -1041,79 -1790.48 -1,01 No Ice 0.9 Dead+1 -0 Wind 60 deg - 37.08 20.79 -12.09 -1030.56 -1771.37 -IM No Ice 1.2 Dead+1.0 Wind 90 deg - 49.44 23.99 -0.07 -5,75 -2066.61 -0.70 No Ice 0 9 Dead+1.0 Wind 90 deg - 3708 2399 -007 -563 -204454 -070 No Ice 1.2 Dead+ 1 .0 Wind 120 deg 49A4 2104 12,19 1046,19 -180595 -0.00 - No Ice 0.9 Dead+1 0 Wind 120 deg 3708 21.04 1219 103508 -1786.73 0,00 - No Ice 1,2 Dead+ 1 0 Wind 150 deg 4944 12 18 21 25 181567 -104089 044 - No Ice 0 9 Dead+ 10 Wind 150 deg 3708 12 18 2125 1796-37 -1029,85 0,44 - No Ice 1 2 Dead+ 1 0 Wind 180 deg 4944 -004 24,04 2071.57 349 076 - No Ice 0 9 Dead+1 0 Wind 180 deg 3708 -0,04 24,04 204944 338 076 - No Ice 1 2 Dead+1 0 Wind 210 deg 49.44 -1308 2270 189197 1091 55 099 - No Ice 0 9 Dead+1.0 Wind 210 deg 3T08 -1308 22-70 187410 1079.98 098 - No Ice 1-2 Dead+1 -0 Wind 240 deg 49,44 -20-77 12.07 103973 178993 0,93 - No Ice 0.9 Dead+1-0 Wind 240 deg 37,08 -20-77 12.07 1028-66 1770.67 0-92 - No Ice 1.2 Dead+1 -0 Wind 270 deg 49.44 -2199 005 369 206T08 0.59 - No Ice 0 9 Dead+1.0 Wind 270 deg 37.08 -2399 0.05 373 204485 0.59 - No Ice 12 Dead+1.0 Wind 300 deg 4944 -21 . 05 -1217 -1045.68 1807.00 0,06 - No Ice 0 9 Dead+1.0 Wind 300 deg 37,08 -21.05 -12.17 -1034,43 1787+61 0D5 - No Ice 1.2 Dead+1.0 Wind 330 deg 4944 -1217 -21,27 -181774 104048 -0A6 - No Ice tnxTower Report -version 8.3,0,5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Load Vertical Shear. Shear, Overturning Overturning Torque Combination P"loment, U/ Aloment. At- K K K kip-tt kip-ft kin -fir 0 9 Dead+1.0 Wind 330 deg 37.08 -12-17 -21 . 27 -1798,27 102928 -046 - No Ice 12 Dead+1 -0 Ice+1.0 Temp 89.95 0.00 -0,00 -0-75 0.46 -0.00 1.2 Dead+1.0 Wind 0 89.95 OM -295 -271.40 0,16 -0.09 deg+ 1 .0 Ice+ 1 0 Temp 1.2 Dead+1.0 Wind 30 8995 1.54 -2.67 -242.37 -138.65 -0.13 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 60 89,95 255 -1A8 -136,52 -233.12 -0,12 deg+1.0 Ice+1 0 Temp 1-2 Dead+1.0 Wind 90 89.95 2.94 -0.01 -1,44 -26911 -009 deg+ 1 .0 Ice+1 0 Temp 1.2 Dead+1 .0 Wind 120 8995 254 1,47 13417 -232M -001 deg+ 1 0 Ice+ 1 0 Temp 12 Dead+ 1 .0 Wind 150 89,95 1,46 2,55 23319 -13392 0,04 deg+ 1, 0 Ice + 1 0 Temp 12 Dead+1 0 Wind 180 89,95 -000 295 26941 0,83 009 deg+ 1.0 Ice+1,0 Temp 12 Dead+1 0 Wind 210 8995 -154 266 24040 13961 012 deg+ 1.0 Ice+ 1 0 Temp 1.2 Dead+ 1,0 Wind 240 89,95 -2,55 1A8 134.58 23404 012 deg+1 0 1ce+1 0 Temp 1.2 Dead+ 1 0 Wind 270 8995 -2,94 000 -050 27014 0,08 deg+ 1,0 1ce,+1,0 Temp 1 2 Dead+ 1 .0 Wind 300 89.95 -254 -147 -13584 233-89 002 deg+1 0 Ice+1,0 Temp 1,2 Dead+1.0 Wind 330 89,95 -1,46 -2.55 -23513 134.86 -004 deg+ 1,0 Ice+1.0 Temp Dead+Wind 0 deg - Service 41.20 0.01 -726 -621,88 -0.86 425 Dead+Wind 30 deg - Service 41-20 195 -686 -568,67 -32714 -032 Dead+Wind 60 deg - Service 41-20 6,27 -365 -312A3 -536-54 -030 Dead+Wind 90 deg - Service 4120 7.24 -0,02 -tV -619,31 _0 21 Dead+Wind 120 deg - 4120 6.35 3.68 313A6 -541 19 -0,00 Service Dead+Wmd 150 deg - 4120 3.68 6,41 54413 -311 .85 013 Service Dead+Wind 180 deg - 4120 -001 7,25 620,82 1,22 023 Service Dead+Wind 210 deg - 4120 -395 6.35 567.67 32741 0,30 Service Dead+Wmd 240 deg - 4120 -6,27 3,64 31152 53671 018 Service Dead+Wind 270 deg - 4120 -7.24 0,02 096 61978 018 Service Dead+Wind 300 deg - 41.20 -6,35 -3,67 -31360 54184 0.02 Service Dead+Wmd 330 deg - 4120 -367 -642 -54504 31207 -014 Service Solution Summary Sumsof Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ % Error Comb- K K K K K K 1 0-00 -41.20 0.00 0.00 41,20 uo 0 060% 2 0-05 -4944 -24.07 -0.05 49-44 2407 0-000p6 3 0.05 -3T08 -24.07 405 37.08 24.07 0000qo 4 13.09 -49.44 -22,72 -13.09 49.44 22,72 0,0000,b 5 13.09 -37.08 -2232 -13-09 37.08 22.72 0MO% 6 20,79 -49.44 -1Z09 -20,79 4944 1209 0,000% 7 20.79 -3708 -12.09 -20.79 3708 12.09 0.000% 8 23,99 -49.44 -0.07 -23M 49A4 0.07 0.000% 9 23,99 -37.08 -0.07 -23-99 37-08 0.07 0.000% 10 2104 -49.44 12.19 -21 . 04 4944 -12.19 0.0009b 11 21 04 -37,08 1219 -21.04 3708 -1219 0.000% 12 12.18 -49A4 2125 -12 18 49A4 -21.25 0,00066 13 12 18 -3708 21 25 -12 18 37.08 -21.25 0,000D0 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 76 Sun? of Applied Forces Surn of Reactions Load PX PY PZ PX Py PZ % Error Comb. K K K K K K 14 404 -4944 24.04 0,04 49A4 -24-04 0.0009,6 15 -0-04 -3T08 24.04 0-04 37.08 -24.04 0,000% 16 -13.08 -49,44 2270 13.08 49,44 -22-70 OM096 17 -13-08 -37.08 22-70 13.08 3708 -22.70 0-000qo 18 -2037 -49.44 12.07 20-77 49A4 -12.07 0.000% 19 -20.77 -37.08 12.07 2077 37.08 -1207 0.000q,6 20 -2199 -49.44 0.05 23,99 49,44 -0.05 0.000q0 21 -23.99 -3T08 0.05 23.99 37.08 -005 000000 22 -21.05 -4944 -12,17 21,05 49,44 12.17 0.00006 23 -21.05 -37,08 -1217 21,05 37.08 1217 0,00006 24 -1217 -49.44 -21 27 1217 49A4 21,27 0.000% 25 -12,17 -37.08 -2127 1217 3708 21,27 0 000% 26 0.00 -8995 0,00 -000 8995 000 0,0009D 27 0,00 -8995 -295 -0,00 89,95 295 0,00006 28 1,54 -8995 -2,67 -154 89,95 267 0000010 29 255 -8995 -148 -2.55 89.95 148 0,000po 30 294 -8995 401 -294 89.95 001 0,000% 31 254 -8995 147 -2,54 8995 -147 0.00006 32 146 -8995 2,55 -146 8995 -255 0,0001!6 33 -000 -8995 295 0,00 M95 -295 0 000% 34 -154 -8995 2,66 154 8995 -2,66 0.000% 35 -255 -8995 148 255 8995 -148 0-00000 .36 -294 -8995 0-00 2,94 89-95 -000 0,000% 37 -254 -8995 -1,47 2-54 89.95 1 47 0,000% 38 -1,46 -8995 -2,55 146 89-95 2.55 0, 000% 39 0.01 -4120 -7,26 -0.01 4120 7,26 0,000% 40 195 -41.20 -6,86 -195 4120 6,86 O.00090 41 6-27 -4120 -365 -627 41 20 365 0 000% 42 T24 -4120 -0-02 -T24 4120 0,02 0.00000 43 6,35 -4120 168 -635 4120 -3.68 0,0001"o 44 168 -4120 641 -168 4120 -6.41 0,000010 45 -0.01 -4120 7,25 0-01 41.20 -7.25 0.000916 46 -3.95 -41.20 6.85 3,95 41,20 -685 0,00006 47 -6.27 -41.20 3,64 6.27 41.20 -3,64 0-000% 48 -724 -41.20 0.02 7,24 41 20 -0.02 0.000% 49 -6.35 -4120 -367 6.35 4120 167 0.00096 50 -167 -41.20 -6A2 167 4120 642 0.000% UWArs MIM.1ow- Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance I Yes 4 0,00000001 0.00000001 2 Yes 5 0.00000001 0.00024529 3 Yes 5 0.00000001 0,00011449 4 Yes 6 0.00000001 0.00025832 5 Yes 6 0,00000001 000009158 6 Yes 6 000000001 000025736 7 Yes 6 000000001 0-00009258 8 Yes 5 0,00000001 0W028829 9 Yes 5 0-00000001 0,00013686 10 Yes 6 0.00000001 000024933 11 Yes 6 0.00000001 0-00008938 12 Yes 6 0,00000001 0-00024791 13 Yes 6 0M000001 000008880 14 Yes 5 0-00000001 0.00025443 15 Yes 5 0,00000001 0,00011923 16 Yes 6 0.00000001 0.00027316 17 Yes 6 0M000001 0.00009730 18 Yes 6 0M000001 000024103 19 Yes 6 0.00000001 0,00008638 20 Yes 5 0-00000001 0.00023282 21 Yes 5 0.00000001 0.00010696 22 Yes 6 0M000001 0.00025274 23 Yes 6 000000001 000009060 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 77 24 Yes 6 0-00000001 0,00025334 25 Yes 6 000000001 0-00009081 26 Yes 4 0,00000001 0-00004992 27 Yes 6 0,00000001 0-00021003 28 Yes 6 0.00000001 0,00021762 29 Yes 6 0-00000001 OW021239 30 Yes 6 0.00000001 0,00020681 31 Yes 6 0.00000001 0-00020938 32 Yes 6 0,00000001 0.00020894 33 Yes 6 0-00000001 000020524 34 Yes 6 0.00000001 0M021376 35 Yes 6 0,00000001 000021014 36 Yes 6 0.00000001 0-00020738 37 Yes 6 000000001 000021254 38 Yes 6 000000001 000021351 39 Yes 4 000000001 0.00075584 40 Yes 5 000000001 0.00013112 41 Yes 5 0,00000001 0,00013926 42 Yes 4 000000001 000076933 43 Yes 5 000000001 000012779 44 Yes 5 000000001 0,00012661 45 Yes 4 000000001 000074565 46 Yes 5 000000001 000014842 47 Yes 5 000000001 0,00012065 48 Yes 4 0,00000001 000074172 49 Yes 5 0 00000001 0,00013199 50 Yes 5 000000001 0-00013306 Maximum Tower Deflections - Service Wind I Section Elevation Hot-z, Gov. Tilt TI "Is t No Deflection Load ft in Comb L 1 125-120 17.244 40 1,2367 00033 L2 120-115 15.949 40 1.2344 0.0029 L 3 115-110 14.669 40 1-2068 0.0023 L4 110-108.5 13430 40 11556 0.0018 L 5 108 5 - 108,25 11070 40 1,1376 0.0017 L6 108 25 - 103 25 13011 40 1,1360 00017 L 7 10325-101 11.841 40 1.0968 00015 L 8 101-10075 11 329 40 10758 0,0014 L 9 100,75 - 95 75 11272 40 1.0734 00014 LIO 95,75-90 75 10 176 40 1.0192 0.0013 L11 90,75-898 9,142 40 09553 00011 L12 89-8-8955 8953 40 0,9427 0.0011 L13 89.55 - 84.55 8,904 40 0,9403 00011 L14 8455-81 7946 40 08895 00010 L15 84-80 7843 40 0,8838 00010 L16 80-75 7 112 40 08571 0.0010 L17 75- 73.5 6245 40 0,7994 0,0009 LIB 73 5 - 7125 5.997 40 0,7817 00009 L19 7325-68,25 5,956 40 01791 0,0009 L20 6825 - 63-25 5,169 40 0-7223 0,0008 L21 63.25 - 60.5 4444 40 0M19 00007 L22 60 5 - 6025 4,073 40 0.6282 0,0006 L23 60.25 - 55,25 4.040 40 0,6254 00006 L24 55.25-53,6 3,416 40 0.5675 0.0005 L25 53.6 - 53-35 3.223 40 0-5487 0.0005 L26 53,35 - 48.5 3194 40 0.5463 0-0005 L27 48.5-48-25 2,664 40 0.4975 00004 L28 48.25 - 40 2.638 40 0A950 0.0004 L29 445-39 2,264 40 0,4567 00004 L30 39-34 1754 40 0.4249 0,0003 L31 34-33 1335 40 0.3758 0M03 L32 33-3275 1,257 40 03661 0.0003 L33 32,75-2775 1238 40 03633 0.0003 L34 2T75 - 22 75 0,887 40 03070 0,0002 L35 2275-20 0,595 40 0.2505 0.0002 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Horz Gov Tilt Tivist No, E)eftection Load ft in Comb L36 20-1975 0,460 40 0.2199 0,0001 L37 19.75-18,5 0A48 40 0.2172 0-0001 L38 18-5-18.25 0.393 40 02039 0.0001 L39 1825-18 0.383 40 02013 0.0001 L40 18 - 17.75 0.372 40 0.1986 0.0001 L41 17.75- 17 0.362 40 0,1960 00001 L42 17 - 16.75 0,332 40 0,1884 0.0001 L43 1& 75 - 11 75 0,322 40 0.1857 00001 L44 11.75-6.75 0.157 40 0.1294 0,0001 L45 6,75-1 75 0.051 40 0.0731 0.0000 L46 1,75-0 0.003 40 0.0182 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appudenance 60V Deflection Tilt Avist Radios of Load Curvature ft Comb, in ft 125.00 Lighting Rod aA" x 4' 40 17244 1,2367 0-0034 21668 12200 JAHH-65B-R3B-V3 w hlotait 40 16.466 1 2375 0,0032 21668 Pipe 107.00 AEHC w, Mount Pipe 40 12714 1 1276 0-0017 6606 98.00 N1X08FRO6565-21 40 10662 10447 00014 5221 84.00 AW3286 w Mount Pipe 40 7.843 0,8838 0,0011 6941 76-00 CBRS w, Mount Pipe 40 6.414 08122 0.0010 5008 73,00 SC2-190BB 40 5,915 0,7764 0,0010 5000 Maximum Tower Deflections - Design Wirofl Section Elevation Horz. Gov Tilt Twist No Deflection Load it in Comb Li 125- 120 57,568 4 41277 0.0108 L2 120-115 53253 4 41221 00095 L3 115-110 48982 4 40314 00075 L4 110-108.5 44849 4 3,8616 0,0059 L5 1085- 10825 43647 4 38017 00055 L6 108 25 - 103,25 43448 4 3,7963 0.0054 U 103 25 - 101 39543 4 3.6659 00049 L8 101- 100,75 37,833 4 3,5958 0,0047 L9 10015 - 95 75 37646 4 3.5877 00047 LID 95,75 - 90.75 33985 4 3.4066 00043 L11 9075-898 30531 4 31932 0.0037 L12 898-8955 29.900 4 3,1511 000,37 L13 89.55 - 84,55 29735 4 3,1433 00036 L14 84,55-81 26,535 4 2,9733 00033 L15 84-80 26,194 4 29542 0.0033 L16 80-75 23752 4 2,8648 00033 L17 75-73,5 20.854 4 2.6719 0,0031 L18 73.5-7325 20.024 4 2,6128 0.0030 L19 7125 - 68.25 19.888 4 2,6040 0.0030 L20 68.25 - 6125 17.261 4 2,4139 0.0025 L21 63,25-60.5 14.840 4 2,2119 0.0022 L22 60.5-60-25 13.599 4 2.0989 0,0020 L23 60.25 - 55,25 13.489 4 2,0895 0.0020 L24 55.25 - 516 11,403 4 1.8959 0,0017 L25 53,6 - 5335 10759 4 1.8331 0.0016 L26 5335-48.5 10.663 4 1.8250 0.0016 L27 48.5-4825 8.893 4 1.6618 0.0014 L28 48,25-40 8806 4 1.6534 0,0013 L29 44.5 - 39 7558 4 15254 00012 L30 39-34 5.854 4 14190 00011 May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 79 Section Elevation Horz Gov Tilt Avast No, Deftection Load ft in Comb L31 34-33 4A55 4 1.2547 0.0009 L32 33-32,75 4,196 4 12225 0.0009 L33 32,75 - 27.75 4.132 4 1.2132 0-0009 L34 27-75-2275 2.960 4 1.0248 0.0007 L35 22.75-20 1,9136 4 0.8361 0.0006 L36 20- 19.75 1534 4 01340 0.0005 L37 19.75 - 18.5 1496 4 0.7250 0,0005 L38 18.5-18,25 1.312 4 0M06 00004 L39 18,25-18 1277 4 0,6717 0.0004 L40 18-17.75 1242 4 06628 0.0004 L41 17.75-17 1207 4 0.6542 0.0004 L42 17-1675 1 106 4 0.6288 0,0004 L43 16,75- 1175 1074 4 0.6197 0,0004 L44 11,75-675 0524 4 0.4317 0.0003 L45 6 75 - 1 75 0170 4 0,2439 00001 L46 175-0 0011 4 0,0606 0,0000 Elevation Apputtenance Gov Deflection Tilt Toast Radius of Load Curvature ft Cotnb. it? ft 125.00 Lighting Rod 3:4" x 4' 4 57-568 41277 0.0114 6885 122.00 JAHH-65B-R36-V3 w Mount 4 54.977 41316 00107 6885 Pipe 107,00 AEHC w,'Mount Pipe 4 42,459 37683 0.0057 2000 98,00 NIX08FR0665-21 4 35-609 3,4920 0.0049 1575 84.00 AW3286 w Mount Pipe 4 26.194 2.9542 0.0036 2088 76.00 CBRS w; Mount Pipe 4 21,418 2-7148 0.0034 1504 73.00 SC2-1 9OBB 4 19.752 2,5951 0.0032 1501 Compression Checks Section ElovatfW Size No, ft LI 125-120(1) TP15.2466MW 1875 L2 120-115(2) TP16 4932x15-2466x0 18 75 L3 115-110(3) TP17.7398x16.4932x0 18 75 L4 110-1085 TPI & 1 138x 17 7398x0- 18 (4) 75 L5 1085- TPI 8,1761xl 8. 1 138xO.37 108.25(5) 5 U3 108.25- TP1 9-4227xi 8.1761 x036 103.25(6) 25 L7 103,25-101 TP I 9-9836xl 9-4227xO. 35 (7) 63 L8 101 - 100J5 TP20 046xI9.9836x0.356 (8) 3 L9 100.75- TP21 . 2926x2O 046x0 343 95,75(9) 8 LIO 9575-90,75 TP22 539Ix21.2926x0 33 (10) 13 LII 90.75-89,8 TP22 776x22,5391x0-331 Pole Design D fi. L L, K11r A P� y P' Ratio P, It ft fn` K K W, 500 000 00 9.0919 -5,18 40914 0013 500 000 0,0 9.8446 -539 44300 0012 5.00 000 00 10597 -563 47687 0.012 2 1.50 0,00 0,0 10.823 -5,70 487,03 0,012 0 0,25 0.00 OD 21 494 -5-73 96727 0-006 8 5.00 0.00 0.0 22248 -9,52 1001 16 0.010 0 2.25 0-00 0.0 22515 -9-74 101318 0-010 1 0.25 0-00 0,0 22.586 -9,76 101640 0.010 6 5.00 000 00 23.187 -13.09 1043,45 0.013 7 500 0.00 0.0 23.687 -13,62 1065.94 0.013 5 095 000 0.0 23,940 -13,73 107731 0.013 I 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Size L L, Kilt, A P, 4'p, Patio No P, ft ft ft 1172 K K op, (11) 3 1 L12 89-8-89.55 TP22.8383x22.776xO.487 0-25 0-00 0,0 35-085 -13-77 1578,83 0,009 (12) 5 2 L13 89.55 - 84-55 TP24.0849x22.8383x0-46 5,00 0-00 &0 35.179 -14.50 1583.09 0.009 ( ' 13) 25 7 L14 84,55-81 TP24 97x24.0849xO.4625 155 0.00 0.0 35383 -14,59 1592.28 0M9 (14) 9 L15 81-80(15) TP24.8482x23.85xO 4875 4.00 OM 00 38240 -19.50 1720,81 0.011 2 L16 80-75(16) TP26.0959x24 8482xO 46 5.00 000 0.0 38,681 -24.54 1740-64 0-014 88 0 L17 75-735(17) TP26 4702x26 0959xO 46 150 000 00 38,732 -24.88 174294 0014 25 0 L18 73,5-7325 TP26 5326x26 4702xO.53 025 000 00 44,991 -24.95 202460 0012 (18) 75 0 L19 7325-68,25 TP27.7803x26.5326xO.51 500 0,00 0.0 44998 -2603 202494 0D13 (19) 25 8 L20 68.25 - 6125 TP29 0281x27 7803xO 5 500 000 00 45,930 -2712 2066.86 0013 (20) 2 L21 6325-605 TP29 7143x29,02810,5 275 0,00 0-0 47035 -2779 211658 0,013 (21) 1 L22 60 5 - 60.25 TP29 7767x29 7143xO 55 025 0-00 00 51 760 -2787 232922 0012 (22) 5 L23 6025-55,25 TP31 .0244Q9.77670 53 5,00 OM &0 52,765 -2917 237444 OD12 (23) 75 3 L24 55-25 - 516 TP31-4362x34 02440.53 1,65 0,00 0-0 53-477 -29.58 2406-51 0.012 (24) 75 9 L25 53,6-53-35 TP31 4986x31.4362xO.65 0-25 000 00 64,566 -29.66 2905,47 0,010 (25) 1 L26 53.35 - 48.5 TP32.7089x31.4986x0.62 4.85 0-00 0-0 64,568 -31,24 2905.60 0-011 (26) 5 a L27 48.5 - 48.25 TP32 7713x32.7089xO.62 0,25 OM 0.0 64.694 -31,33 291124 0,011 (27) 5 3 L28 48,25-40 TP34.8302-7713x0.6125 8.25 0.00 OD 65270 -32.50 2937,18 0-011 (28) 7 L29 40-39(29) TP34.5906x33.21x0.675 5,50 OM 0.0 73.715 -35.62 3317.20 0,011 5 L30 39-34(30) TP35 8456x34.5906xO 65 5.00 000 00 73664 -3745 3314,90 0.011 4 L31 34-33(31) TP36 096605 8456x0,65 1.00 0.00 00 74.189 -37.82 3338,54 0,011 8 L32 33-3275 TP36.1594x36,0966x056 025 000 0,0 64474 -3791 2901 37 0013 (32) 25 9 L33 32,75-2775 TP37.414436 1594xO.55 500 000 0.0 65286 -3942 2937.91 0.013 (33) 9 L34 27 75 - 2235 TP38,6695x37.4144xO.53 500 0,00 00 65996 -4097 2969,86 0.014 (34) 75 9 L35 2275-20 TP393598x38 6695xO 53 275 000 00 67191 -42,06 302162 0,014 (35) 75 7 L36 20-1975 TP394225x39 3598x0 55 025 000 00 68.843 -42,18 309795 0014 (36) 2 L37 1975-18.5 TP39 7363x3g.4225xO.55 125 0-00 0,0 69.398 -4273 312295 0,014 (37) 9 L38 18,5 - 18.25 TP39.799x39,7363x0 55 0-25 0.00 &0 69,510 -42.85 3127-95 0.014 (38) 1 L39 1825-18 TP39.8618x39.799x0.55 0-25 0.00 0,0 69.621 -4296 3132.95 0.014 (39) 2 L40 18-1775 TP39.9246x39,8618x0 57 0,25 0.00 0-0 72.855 -43-06 3278,51 0.013 (40) 5 7 L41 17,75-17 TP40-1128x39.9246x0.57 075 0.00 0.0 71204 -43.33 329419 0.013 (41) 5 3 L42 17-16.75 TF`40. I 756x40-II28x0.53 0.25 OM 0,0 68603 -4343 308716 0.014 (42) 75 6 L43 16,75 - 11.75 TP41 4306x40-1756x0.51 5.00 0-00 0.0 67-525 -45. 18 3038.63 0-015 (43) 25 1 L44 11.75-6.75 TP42.6857x41 4306xO 5 5.00 OM 00 67918 -46,97 3056.35 0.015 ( * 44) 9 L45 675 - 1.75 TP43 9407x42.6857xO.5 5.00 0.00 00 69939 -4878 314728 0016 (45) 6 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation No ft L46 1,75-0(46) Size L L, Kilt, A P, 4'p, Patio P, ft ft In2 K K op, TP44.38x43.9407xO.5125 1,75 Cron 0.0 72,392 -49.42 325766 0.015 3 MIT* M17 Section Elevation Size Ail, 4rl" Ratio t 1, 0'4�' Ratio Na ll'. fo�" ft kiti-ft kip-ft dllf, kPit koft 7 014" L 1 125-120(1) TP15.2466xl4xO 1875 6,98 15745 0,044 000 15745 6.000 L2 120-115(2) TP16.493205 2466xO. 18 31,97 18477 0,173 0,00 184 77 0.000 75 D 115-110(3) TP 17 7398x 16 4932xO 18 5822 21386 0272 000 213,86 0000 75 L4 110-108.5 TPI 8.1138x 17 7398xO 13 6635 221 72 0199 000 22172 0000 (4) 75 L5 1085- TP18-1761xI8 1138xO 37 6771 436,30 0155 0.00 436-30 0000 108,25(5) 5 LG 10825 - TP19,4227xI8-1761x0 36 10611 484.50 0,220 000 484.50 0000 103.25(6) 25 U 103,25-101 TP 19- 98 36x 19.422 7xO. 35 125.86 505,34 0249 0-00 505,34 0,000 (7) 63 L8 101-100,75 TP2 0 .04 6x 19 . 9836xO. 356 128,00 50858 0-252 000 508.58 0,000 (8) 3 L9 100.75- TP21,2926x20.0460 343 178,01 55642 0.320 0-00 55642 0-000 95,75(9) 8 L10 9575-90,75 TP22.5391x21.2926x0-33 234,11 603.47 0-388 0-00 603.47 0,000 (10) 13 L11 90,75-89-8 TP22 776x22.53910.331 244,94 616.50 0-397 0.00 616.50 0,000 (11) 3 L12 89.8 - 89.55 TP22.8383x22.776Y,0.487 24T81 893,52 0277 0,00 893.52 0.000 (12) 5 L13 89.55 - 84,55 TP24 0849x22 8383xO.46 305.94 948.98 0.322 000 948,98 0000 (13) 25 L14 84,55-81 TP24 97x24,0849xO 4625 312,45 960,12 0,325 000 960.12 0.000 (14) L15 81-80(15) TP24 8482x23 85xO 4875 37067 1063,32 0349 000 106332 0,000 L16 80-75(16) TP26.0959x24 8482xO 46 44879 1133,40 0396 000 113340 0000 88 L17 75-735(17) TP26 4702x26 0959x0,46 478,24 115233 0415 000 1152,33 0000 25 L18 73,5-7325 TP26 5326x26 4702xO 53 483,17 1334 10 0,362 0,00 1334.10 0.000 (18) 75 L19 7325-68,25 TP27 7803x26.5326xO 51 583,42 140224 0416 0,00 140224 0,000 (19) 25 L20 68,25-6325 TP29 028 1 x27 7803xO 5 685,90 149928 0457 000 149928 OMO (20) L21 63,25-605 TP29,7143x29.0281x0 5 743,16 157292 0472 OM 1572.92 0000 (21) L22 60,5-6025 TP29,7767x29 7143x0-55 74840 1728,78 0433 0,00 1728-78 0,000 (22) L23 60-25 - 55.25 TP31,024429,77670.53 354.33 184047 0-464 0-00 1840.47 0-000 (23) 75 L24 55,25-53-6 TP31.4362x31.02440.53 889.80 189096 0.471 0,00 1890-96 0,000 (24) 75 L25 53.6 - 53,35 TP31-4986x31-4362xO.65 895.21 2271.12 0394 0.00 2271-12 0,000 (25) L26 53.35 - 48.5 TP32-7089x31 4986x0-62 1001.49 2365-36 0-423 0.00 2365.86 OMO (26) 5 L27 48.5-48,25 TP32.7713x32.7089xO-62 1007.05 2375.16 0424 0,00 2375.16 OMO (27) 5 L28 48,25-40 TP34.83x32.7713xO 6125 1091-09 246927 0.442 0,00 2469.27 0,000 (281) L29 40-39(29) TP34.5906x33,210 675 1216-97 2854.02 0426 0.00 2854.02 OMO L30 39-34(30) TP35.8456x34.5906xO,65 1334.52 296386 0.450 0.00 296386 OMO L31 34-33(31) TP36 0966x35 8456xO.65 135839 300667 0452 0.00 300667 0000 tnxTower Report - version 8.3.0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Size Ratio f1j, 4,fij, Ratio No f, fa, ft kip-.}!kip-ftiYYtt Pne KIP-11 kip-ft L32 33-32.75 TP36.I 594x36.0966xO- 56 1364,38 2630.57 0,519 0,00 2630.57 0,000 (32) 25 L33 32.75 - 27.75 TP37.414436 1594xO.55 1485-05 2760,96 0.538 0.00 2760-96 0-000 (33) L34 2775-22,75 TP33-6695x37.4144xO.53 160771 288930 0.556 0.00 2889.30 OMO (34) 75 L35 22,75-20 TP39.3598x38.6695x0-53 1676.01 2995.59 0.559 0-00 2995.59 0.000 (35) 75 L36 20-1975 TP39 4225x39 3598xO.55 1682.24 3072.28 0-548 000 3072,28 0000 (36) L37 19.75-185 TP39 7363x39.4225xO.55 171352 312243 0,549 0,00 312243 0000 (37) L38 18.5 - 18.25 TP39 799x39.7363xO 55 1719,78 313250 0.549 000 3132.50 0000 (38) L39 18,25-18 TP39 86 1 8x39 799xO 55 1726.06 314259 0.549 0,00 3142,59 0,000 (39) L40 18 - 17.75 TP39 9246x39 8618x0 57 1732-33 3289-73 0527 000 328973 0000 (40) 5 L41 1775-17 TP40 1128x39 9246xO.57 1751,20 3321 52 0527 000 3321 52 0000 (41) 5 L42 17- 1675 TP40 1756x40 11280.53 175749 312369 0563 000 3123,69 0000 (42) 75 L43 1675-11 75 TP41,4306x40 17560.51 188426 317712 0593 0,00 3177.12 0-00,0 (43) 25 L44 11-75-675 TP42,6857x414306xO.5 2012-56 3206,83 0610 0-00 3296-83 0,000 (44) L45 6 75 - 175 TP43-9407x42.6857x0 5 2142.37 349710 0-613 0.00 3497-10 OMO (45) L46 1,75-0(46) TP44.38x43.9407xO.5125 218817 3654.68 0-599 0-00 3654.68 0,000 Pole Shear Rer1 Data Section Elevation Size Actual V, Patio Actual Patio NO V� V, T, T� ft K K d, V- kip-tt ky)-ft T" L 1 125- 120(1) TP15,2466x14x0 1875 487 122,74 0040 0.00 162,59 0,000 L2 120-115(2) TP 16.4932x 15 24660 18 512 13290 0039 020 190.62 0,001 75 L3 115 - 110 (3.) TPI 7 7398xl 6,4932xO, 18 538 14306 0038 0,20 22088 0001 75 L4 110-1085 TPI 8. 1 138x 17 7398xO 18 546 14611 0037 0,20 23039 0,001 (4) 75 L5 108-5- TP18 1761x18 11380.37 547 290,18 0019 0.20 45437 0.000 108,25(5) 5 L6 108.25 - TP19 4227x18.1761x0 36 8,44 30035 0028 015 50356 0000 103-25(6) 25 U 10325-101 TPI 9 9836x 19- 42270.35 858 30395 0.028 015 524,77 0,000 (7) 63 L8 101-10075 TP20-046x I 9-9836xO. 356 859 30492 0028 015 52811 0-000 (8) 3 L9 100-75- TP21.2926x2O 046xO.343 11.08 31303 0M5 0.23 576.83 0.000 9515 (9) 8 L10 9575-9075 TF`22.5391x21.2926x0 33 1138 31938 0036 023 624,68 0-000 (10) 13 L11 90,75-89,8 TP22.776x22-5391x0.331 11-44 323,19 0035 0.23 638-08 0.000 (11) 3 L12 898-89.55 TP22.8383x22. 776xO.487 11-46 473,65 0024 023 93122 0,000 (12) 5 L13 89 55 - 84.55 TP24.0849x22 8383xO.46 11.81 474.93 0.025 0.23 986.85 0.000 (13) 25 L14 84.55-81 TP24,97x24.0849xO 4625 11 87 47768 0025 0.23 99834 0.000 (14) L15 81-8005) TP24.8482x23.85xO.4875 15.18 51624 0029 017 1106.22 0000 L16 80-75(16) TP26.0959x24.8482xO 46 1956 522,19 0,037 0.66 117715 0001 88 tnxTower Report - version 8.3,0.5 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Size Actual ov" Ratio Actual 6 TI Ratio No V, V, T" T, ft K K �,V, kip-ft kip-ft T, L17 75-735(17) TP26.4702x26.0959x0.46 19,73 522.88 0,038 0,66 1196.21 0-001 25 L18 73.5-73,25 TP26.5326x26-4702x0.53 19,74 60738 0,033 0.66 1388,83 0.000 (18) 75 L19 7125 - 68,25 TP27.7803x26.5326xO 51 20.30 60748 0033 IM 145708 OMI (19) 25 L20 68.25 - 63.25 TP29.028lx27.7803xO.5 20.72 620,06 0033 1.03 1555,98 OD01 (20) L21 63.25 - 60.5 TP29.7143x29 0281x0 5 K96 63497 0033 103 1631 74 0.001 (21) L22 60,5 - 60.25 TP29 7767x29 7143x0 55 20.98 69877 0030 103 1796.43 0001 (22) L23 60.25 - 55.25 TP31 024429 7767x0 53 2142 71233 0030 1,03 1910,28 0001 (23) 75 L24 5525 - 53.6 TP31.4362x31 02440 53 21 61 72195 0030 1,03 196222 0001 (24) 75 L25 536-5335 TP31 4986x31 4362x0 65 2163 87164 0025 103 236522 0000 (25) L26 53,35-485 TP32 7089x31 4986x0 62 2222 87168 0025 105 246004 0,000 (26) 5 L27 48-5-48,25 TP32 7713x32.7089xO.62 2225 87337 0025 105 2469,62 0.000 (27) 5 L28 4825-40 TP34 83x32.7713x0 6125 22,60 881.15 0026 1-05 256512 0000 (28) L29 40-39(29) TP34.5906x33 21xO.675 23-22 99516 0023 105 296887 ODOO L30 39-34(30) TP35 8456x34-5906xO-65 2180 994,47 0024 107 3078,79 0-000 L31 34-33(31) TP36.0966x35-8456x0.65 2392 1001.56 0024 1.07 3122-86 0000 L32 33-32,75 TP36-159436-09664-56 23-94 87041 0,028 1-07 272543 0.000 (32) 25 L33 3235 - 27 75 TP37.4144x36.15940.55 24-36 881.37 0028 107 285803 0.000 (33) L34 27-75 - 22,75 TP38,6695x37.4144xO.53 24.74 890.96 0.028 107 2988-46 0,000 (34) 75 L35 22.75 - 20 TP39-3598x38.6695x0-53 24,97 907,09 0-028 1.07 3097.63 OWO (35) 75 L36 20 - 1935 TP39.4225x39.3598xO.55 24.97 92938 0.027 107 317788 0.000 (36) L37 19.75 - 18.5 TP39 7363x39 4225xO.55 25M 936.88 0027 1-07 3229.39 OMO (37) L38 18.5 - 1&25 TP39 799x39.7363x0.55 25.09 93839 0,027 1.07 323974 0000 (38) L39 1825-18 TP39.8618x39 799xO 55 25 11 93989 0027 1 07 3250.11 0,000 (39) L40 18-17,75 TP39,9246x39 8618x0.57 25 13 98355 0026 1.07 3404,38 0.000 (40) 5 L41 1775-17 TP40 1128x39 9246xO 57 25-19 98826 0025 107 3437,03 0000 (41) 5 L42 17-1675 TP40 1756x4O.1128xO 53 2520 926-15 0027 1 07 322918 0000 (42) 75 L43 16 75 - 11 75 TP41 4306x40.1756x0.51 2553 91159 0028 1.07 328107 0000 (43) 25 L44 11,75 - 615 TP42 6857x41,4306x0.5 2583 916,91 0028 1,07 3402,43 &000 (44) L45 675-1-75 TP43,9407x42.6857xO.5 26-13 94418 0028 107 360789 0.000 (45) L46 1 75 - 0 (1461) TP44,38x43,9407x0.5125 2625 977-30 0D27 1-07 3771.11 0.000 Pole Interaction Des Data Section Elevation Ratio Patio Ratio Ratio Ratio Comb Allotv Criteria No P, Al" 1111L V, T, Stress Stress it ;:P, ASrl, 4 q, T- Patio Ratio L 1 125-120(1) 0,013 0,044 0000 0040 0000 0,059 1050 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow. No R &,la, 1, Iu:, V, Ta Stress Stress ft 6P, 4Y I, l-I q'Mr, o V, 4) T" Ratio Ratio L2 120-115(2) 0.012 0.173 0-000 0,039 0.001 0.187 1.050 L3 115-110(3) 0.012 0.272 0-000 0-038 0.001 0-286 1.050 L4 110 - 108.5 0.012 0.299 OMO O.037 0-001 0312 1-050 (4) L5 108,5- 0,006 0155 0.000 0019 OMO 0-161 1-050 108 25 (5) L6 108.25 - 0,010 0.220 OMO 0028 OMO 0,231 1-050 10325(.6) U 103,25 - 101 0010 0.249 0000 0028 0,000 0259 1050 (7) L8 101-10075 0010 0.252 0000 0028 OMO 0262 1,050 (8) L9 100 75 - 0013 0,320 0000 0,035 0,000 0,334 1050 9575(g) LIO 9575-9075 0.013 0,388 0.000 0036 0000 0.402 1050 (10) 1-11 9035 - 89 8 O013 0397 0000 0035 0.000 0411 1050 (11) L12 89,8-8955 0009 0277 0000 0,024 0000 0287 1.050 (12) L13 89,55-3455 0009 0322 0,000 0025 0,000 0332 1.050 (13) L14 84-55-81 0,009 0325 0.000 0,025 0,000 0335 1,050 (14) L15 81-80(15) 0011 0-349 0-000 0,029 0,000 0.361 1050 L16 80-75(16) 0.014 0396 0-000 OM7 0W1 0412 1-050 L17 75-735(17) O.014 0415 0-000 0038 0001 0.431 1,050 L18 73,5-7325 (]r012 0-362 0-000 0-033 0-000 0376 1-050 (18) L19 73,25 - 68.25 0.013 0-416 0-000 0,033 0-001 0,430 1,050 (19) L20 68,25 - 63-25 0-013 0.457 OMO 0033 0M1 0.472 1,050 (20) L21 63-25-60-5 O.013 0.472 0.000 0.033 0.001 0.487 1.050 (21) L22 60.5 - 6025 0.012 0433 OMO 0030 0.001 0.446 1,050 (22) L23 6025 - 55.25 O.012 0.464 0,000 0.030 0.001 0.477 1.050 (23) L24 55.25 - 516 0012 0471 0.000 0030 0.001 0484 1.050 (24) L25 536-5335 0010 0394 0000 0025 0000 0405 1050 (25) L26 5335-485 0011 0423 0000 0025 0000 0,435 1050 (26) L27 48.5-4825 0011 0424 0000 0.025 0-000 0435 1.050 (27) L28 48,25-40 0011 0,442 0,000 0.026 0,000 0454 1,050 (28) L29 40-39(29) 0.011 0426 0-000 0,023 0000 0438 1.050 L30 39-34(30) 0011 0,450 0,000 0024 0000 0462 1,050 L31 34-33(31) 0.011 0452 OMO 0024 OMO 0464 1050 L32 33-3275 0.013 0519 0-000 0,028 0,000 0533 1-050 (32) L33 32-75-2775 0.013 0,538 OMO 0.028 0M0 0,552 1050 (33) L34 27.75 - 2235 0,014 0,556 0,000 0-023 0,000 0,571 1.050 (34) L35 22.75 - 20 0,014 0-559 OMO 0.028 0,000 0-574 1-050 (35) L36 20-19.75 0.014 0.548 0.000 0.027 0-000 0.562 1,050 (36) L37 19.75-18.5 0-014 0-549 0-000 0.027 0.000 0-563 1.050 (37) L38 18.5-18,25 0014 0549 0,000 0027 0,000 0.563 1.050 (38) L39 18,25-18 0014 0.549 0000 0027 0000 0,564 1.050 (39) L40 18-17.75 0013 0527 0.000 0026 0,000 0540 1050 tnxTower Report -version 8.3.0.5 criteria MENUSIMI 125 Ft Monopole Tower Structural Analysis Pro ect Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 i- Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow. criteria No R &,la, 1, k, V, Ta Stress Stress ft 6p, �,Vfd-, q'Mr, ov, 4) T" Ratio Ratio (40) L41 17,75-17 0-013 0,527 OMO 0025 0,000 0.541 1.050 (41) L42 17-16,75 0.014 0-563 OMO 0-027 0,000 0.577 1.050 (42) L43 1675-11.75 0.015 0.593 OMO 0,028 0,000 0,609 1-050 (43-1 L44 11,75 - 675 0015 0.610 OMO 0.028 0.000 0.627 1.050 (44) L45 635 - 1.75 0,016 0613 OMO 0028 0.000 0.629 1,050 (45) L46 1 75-0(46) 0,015 0.599 OMO 0.027 0.000 0,615 1,050 Section Capacity Table Section Elevation COMPOnel7t Size critical P ops,,D,: % Pass No ft Type Element K K Capacity Fat) LI 125-120 Pole TP15.2466xI4x0.1875 1 -518 429,59 56 Pass L2 120-115 Pole TP16-4932x15 2466x0.1875 2 -5-39 465-16 178 Pass B 115-110 Pole TP17.7398x16,4932x0.1875 3 -5,63 50072 272 Pass L4 110-108,5 Pole TP18,1138x17,7398x0 1875 4 -570 51139 29.8 Pass L5 108.5 - 10825 Pole TPI8-176IxI8.1138x0,375 5 -513 1015,63 15-4 Pass L6 10825 - 103,25 Pole TP19.4227x18.1761x0.3625 6 -9,52 1051.22 22,0 Pass L7 103.25-101 Pole TPI 9.9836x 19 4227xO 3563 7 -9-74 106384 24.7 Pass L8 101 - I00.75 Pole TP20-046xI9.9836x0.3563 8 476 1067.22 25.0 Pass L9 100.75 - 95.75 Pole TP21.2926x2O.046xO,3438 9 -13-09 1095.62 31 8 Pass LIO 95.75 - 90.75 Pole TP22.5391x21.2926xO.3313 10 -1162 1119.24 38.3 Pass LII 90.75-89-8 Pole TP22.776x22.539lxO.3313 11 -1373 113118 392 Pass L12 89.8 - 89,55 Pole TP22,8383x22-776xO 4875 12 -1377 1657.77 27,3 Pass L13 89-55 - 84.55 Pole TP24.0849x22,8383xO.4625 13 -1450 166224 316 Pass L14 84.55 - 31 Pole TP24 97x24.0849x0-4625 14 -14.59 1671.89 319 Pass L15 81-80 Pole TP24.8482x23-85xO.4875 15 -19.50 1806.85 344 Pass L16 80-75 Pole TP26 0959x24 8482xO.4688 16 -24,54 182767 392 Pass L17 75-73,5 Pole TP26 4702x26,0959x04625 17 -2488 183009 410 Pass L18 73,5-73.25 Pole TP26 5326y26,4702xO.5375 18 -2495 212583 35.8 Pass L19 7325-6825 Pole TP27 7803x26 53260.5125 19 -2603 212619 41 0 Pass L20 68.25 - 63,25 Pole TP29 0281 x2 7 7803xO. 5 20 -2712 217020 449 Pass L21 63.25-605 Pole TP29 7143x29 0289x0,5 21 -27,79 222241 464 Pass L22 605-6025 Pole TP29.7767x29-71430.55 22 -27,87 244568 425 Pass L23 6025-55,25 Pole TP31.0244x29 7767xO.5375 23 -29,17 249316 45.5 Pass L24 55,25-53,6 Pole TP31.4362x310244xO 5375 24 -2958 2526.84 461 Pass L25 536-5335 Pole TP31 4986x31,4362x0,65 25 -2966 305074 386 Pass L26 53,35-485 Pole TP32.7089x31.4986xO.625 26 -3124 3050,88 414 Pass L27 485-4825 Pole TP32 7713x32 7089x0.625 27 -31 33 3056-80 41.5 Pass L23 4825-40 Pole TP34,83x32 7713xO,6125 28 -3250 3084.04 412 Pass L29 40-39 Pole TP34-5906x33.21x0.675 29 -3562 348106 41 7 Pass L30 39-34 Pole TP35.8456x34 5906xO 65 30 -37,45 3480-64 440 Pass L31 34-33 Pole TP36,0966x35.8456xO.65 31 -3782 3505.47 442 Pass L32 33 - 32.75 Pole TP36 1594x36.0966xO.5625 32 -37,91 3046.44 50.7 Pass L33 32,75 - 27-75 Pole TP37 414436-15940,55 33 -39-42 308481 526 Pass L34 27,75-2275 Pole TP38.6695x37 41440-5375 34 -40,97 3118.35 54.4 Pass L35 2275-20 Pole TP39.3598x38,6695x0-5375 35 -42.06 3174-80 541 Pass L36 20-19,75 Pole TP39.4225x39.3598xO.55 36 -42,18 3252.85 53.5 Pass L37 19,75-18.5 Pole TP39.7363x39.4225xO.55 37 -42.73 3279-10 516 Pass L38 18.5 - 1825 Pole TP39- 799x39. 7363xO 55 38 -42.85 3284.35 517 Pass L39 18.25-18 Pole TP39.8618x39 799x0 55 39 -42M 3289,60 533 Pass L40 18-1775 Pole TP39.9246x39.8618xO 575 40 -43,06 3442,44 51.5 Pass L41 17.75-17 Pole TP40-1128x39.9246xO.575 41 -43-33 3458.90 515 Pass L42 17-16.75 Pole TP40.1756x40 1128xO.5375 42 -43.43 3241.52 55.0 Pass L43 1675-11 75 Pole TP41.4 306x4O . 17 56xO. 5125 43 -45,18 31090.56 58.0 Pass L44 11,75-675 Pole TP42 6857x41 4306xO. 5 44 -4697 320917 597 Pass L45 6.75-1.75 Pole TP43 9407x42 6857x0,5 45 -48,78 3304,64 599 Pass May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 86 Section Elevation Component size Critical P op,3,�n,, % Pass No. fl Tyr* Element K K Capacity Fall L46 1,75-0 Pole TP44.38x43,9407x0.5125 46 -49-42 3420,54 5&5 Pass Summary Pole (L45) 59-9 Pass RATING = W9 Pass *Note: Above stress ratios for reinforced sections are approximate. More exact calculations are presented in Appendix C. May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 67 I (OTHER CONSIDERED EQUIPMENT) (2) 1-1/2- TO 107 FT 1EVE4 �21 (OTHER CONSIDERED EQUIP)AW) (1) 3/4- TO 76 FT LML (--) 1-1/4- TO 76 FT LeAL (OTHER CONSIDERED fOUPMEW) (1) 1-1/2- TO 98 FT LEVEL (OTHER CONSIDERED CQUIPMENT-iN CONDvfr) (3) 1/4- 10 04 FT LEVEL (2) 17/64- TO 64 Ft LEVEL (OTHER CONSIDERED EQUIPMENT) ,4) 7/8' TO 84 FT LEVEL May OT 2025 125 Ft Monopole Tower Structural Analysis CCI BU No 843646 Project Number 42285-843646-2387877-0 I-STR. Order 700361. Revision 0 Page 88 per TIA-222- H Site BU: 843646 Work Order: 2387877 Pole Geometry Pole Height Above Section Length I Lap splice Length Top Diameter I Bottom Diameter Base (fif (ft) (ft) Number of Sides (in) Wall Thickness im) {in} 44 3 12 14 2497 01875 2 44 4,5 12 34.83 0-25 3 44.5 0 12 4438 0,3125 1`*�CROWN CASTLE Copyright C 2019 Crown Castle Bend Radius Pole Material (in) Auto A572-50 Auto A572-50 Auto A572-50 Reinforcement Configuration Bottom Effective Top Effective Elevation ift) Elevation dt) Type Model Number 1 2 3 4 1 1 R 1 1. 111 12 1 0 20 plate FP 6�1 (Gen li- 3 1 1 1 2 0 18.5 plate PR 6.1 (G." I)- I 1 3 20 40 plate FP 5x1 (Go, 1) 3 1 1 L j 1 it, 40 60.5 plate FP 5,,1 (Gen 1) 3 1 60.5 81 plate imP 40.75 TG.a IL- 3 81 101 plate FP 3x0.75 (Gen H- 3 0 18 plate CCI-WISFP-060100 2 a 18 48,5 Plate CCI-SPP 045100 2 1 9 48,5 715 plate CC[-SFP 045100 3 2 2 2 101 715 108.5 plate CCi-AFP 040075 3 1 2 ILl 17 48.5 plate CCI-SFP-045100 1 +1 1 1 h12 a 33 P:ate CCI-WAFP-060100 33 53B p ate CCI-SFP-045100 2 3 1 141 83-2 89,8 plate CCi-AFP-040075 3 3 3 1 151 1 t+I_j Reinforcement Details Gross Bottom Top I B (in) H (in.) I Area I Pole Face to Bottom Termination Termination Top Termination Type Termination Lu fin} Net Area Bolt Hole Size I Reinforcement I (in) Centroid {in} Type Length (in) Length (m) hn2} (in) material 11 6 1 1 1 6 0.5 Welded roo None n/a 12.000 4.719 1.2188 A572-65 2 6 1 6 0.5 Welded n/a None n/a 12.000 4,719 1,2188 A572-65 3 5 1 l 5 0.5 None n/a None n/a 12.000 3319 1.2188 A572-65 41 5 1 1 5 0.5 None n/a None n/a 12,000 3319 11189 A572-65 51 4 0.75 3 0.375 None n/a None n/a 12.000 2.039 1,2188 A572-65 61 3 035 2.25 0,375 None ma PC 8,8 - M20 (100) 12,000 12,000 1.289 1.2188 A572-55 7 6 1 6 ITS Welded n/a PC 8.8-M20 100 24000 16.000 4350 1A875 A572-65 45 1 4.5 0.5 PC 8.8 - M20 {100) 18 PC 8.8 - M20 �100 18.000 20.OGO 1250 1.1875 A572-65 94,5 1 4.5 O'S PC 8.8 - M20 (i 00) is PC 8.8 - M20 [100) 18,000 20,000 3250 1-1875 A572-65 10 4 0,75 3 0.375 PC 8.8 - M20 (100) 18 PC 8.8- M20 (100) 18,000 16.000 2.063 1.1875 A572-65 1111 4.5 1 4.5 0.5 PC 8.8 - M20 (100) 18 PC &S - M20 (100) 18p00 20.000 3.250 1,1875 A572-65 121 6 1 6 0.5 Welded n/a PC 9,8 - M20 (100) 30-000 16,000 4,750 1.1875 A572-65 131 4.5 1 1 4.5 0.5 PC 8.8 - M20 (100) 18 PC 8.8 - M20 (100) 18.000 20G00 3,250 L1875 A572-65 141 4 1 0,75 1 3 0,375 PC 8.8 - M20 (100) 18 PC 8.8 - M20 (100) 18.000 16.000 2-063 1.1875 A572-65 Connection Details for Custom Reinforcements Bait To- D(Inist .1d :ade Transverse Reinforcement Reinforcement I End # Belts I Spacing Weld (in) jk,i) Type To 5x1 (Gen 1) Top 70 None Bottom 70 None FP 6.1 (Gen IT- Top 0 N 0 0 - None Bottom - 70 CJP Groove FP 40.75 (Gen I)- Top 70 None Ratio 70 None FP 3x0-75 {Gen I)- I Top 4 N 3 3 - -tt Bottom - - - - 40 None Harz. Weld Hori;Go.ye He,?. Groove 1 Vertical I V"tiCaI Relif Vertical Weil Length epm Angle Size ,.ceCopnertom ) (deg) Length {in} Pat (in (in) Capacity (kip) 6 1 45 0.1875 24 0,188 CCIpole - version 5.1.0 Page 1 Analysis Date: 07-05-2025 Increment (ft): -, F�:11111 t. INN kSection Height (it) Section Length (it) Lap Splice Length 1 125 120 5 1 2 120 115 5 3 115 110 5 4 110 109.5 1.5 5 108,5 108.25 0.25 6 10825 103,2S 5 7 103.25 101 2.25 8 101 100.75 0.25 9 100,75 9535 5 10 95,75 90,75 5 11 90.75 89.8 0.95 12 89.8 89,55 0,25 13 89.55 84.55 5 14 84-55 84 3.55 is 84 80 4 16 80 75 5 17 75 73.5 1,5 18 73.5 73,25 0.25 19 73-25 6815 S 20 6825 63.25 5 21 63-25 60,5 2.75 2 60.5 5025 0.25 3 60.25 5515 5 24 55,25 53.6 1 1,65 25 53.6 53,35 0-25 26 53.35 48.5 4.85 27 48.5 48.25 0,25 28 48.25 445 825 29 44.5 39 5'5 1 30 39 34 5 [--31 34 33 1 3,1 33 323S 0.25 33 32-75 27J5 5 34 27.75 22,75 5 351 22-75 20 235 361 20 19.75 0.25 37 19,75 18-5 1 1.25 381 18.5 - 1825 0,25 39j 18,25 18 0,25 -1 19 17.75 0.25 41 17.75 17 0.75 421 17 16-75 0.25 43 16,75 11.75 5 441 11-75 - 6.75 5 45 6.75 1.75 5 461 1,75 0 1 135 91 4.5 NumberofSides Tap Diameter (in) Bottom Diameter Wall Thickness (in) Tapered Pole Zell:ghtftr (in) Grade 12 14.000 i 15,247 0.1875 I A572-50 1.0w 12 15.247 I 16A93 0.1875 A MOO 12 16.493 I 17340 0,1875 A572-50 1,000 12 17.140 1 18.114 0.1875 A572-50 1.000 12 18,114 I 18.176 0-375 A572-50 0.925 12 18.176 1 19.423 0.3625 A512-50 0.927 12 19A23 1 19,994 035625 A572-50 0,931 12 19.984 20.046 0.35625 A572-50 0.930 12 20.046 21,293 1 0.34375 A572-50 0,938 12 21.293 22.539 0,33125 A572-50 0.950 12 21539 22.776 0.33125 A572-50 0,946 12 22-776 22.838 0,4875 A572-50 0304 12 22.838 24.085 0,4625 A5 72-50 0.923 12 24,085 24,970 014625 A572-50 0.920 12 23,850 24.848 0.4875 A572-50 0.989 12 24,848 2E096 0.4687S A572-50 1,004 12 26,096 26,470 0.4625 A572-50 1.010 12 26.470 26.533 6.5375 A572.50 0,971 12 26.533 27,790 0-5125 A572-50 0.993 12 27.780 29.028 0,5 A572-50 I 0.995 12 29-028 29,714 0,5 1 A572-50 0M3 12 29.714 29377 0.55 A572.50 1.011 12 29.777 31,024 0-5375 A572-50 1.010 12 31.024 31.436 03375 I A572-50 1.003 12 31.436 31.499 0.65 A172-50 0.971 12 31.499 32309 0.625 A",_5. :9 0 12 32.709 32,771 0.625 A572 50 5 00�99. 12 32.771 34,830 0,6125 A,72:5. 12 33.210 34.591 0V5 A572-50 0.977 12 34-S91 35,846 0.65 A572-50 0,995 12 35.846 36A97 0.65 A572-50 0.992 12 36,097 1 36,159 0.5625 A 1,002 12 36. 159 I 37,414 0,55 A572:50 1�0119 1 1 37.414 38.669 0.5375 A2 "2 12 38,669 I 39.360 0,5375 A572-50 1.010 12 39.360 1 39,423 0.55 A572-50 1.030 12 39A23 1 39,736 0,55 A572-50 1,026 12 39,736 39.799 0.55 A572-50 1.025 12 39,799 39.862 0.55 A572-50 1.025 12 39.862 39.925 0,575 A572-50 1.104 12 39.925 40.113 0.575 A572.50 1,101 12 40113 40-176 0,5375 A572-50 1-Ij0 12 40.176 41.431 0.5125 A572-50 1.147 12 41.431 42,686 0.5 A572-50 1,159 12 42-686 43.941 0.5 1 A572-50 1.143 12 43.941 44380 0-5125 A572-50 1-111 CCIpole - version 5.1 .0 Page 2 Analysis Date: 07-05-2025 Increment (ft): 5 TNX Output M,,� (kip- Section Height (ft) P" (K) V" (K) 1 125 120 5.181 6.98 4.87 2 120 115 ---5.3�931,97 5J2 3 115 110 5.63 5812 5.318 4 110 108.5 5.70 6635 5.46 5 108.5 108.25 533 6731 5A7 6 108.25 103,25 9.52 106.71 8.441 7, 103.25 101 9.741 125.86 8.58 8 101 100.75 9.76 128M 8.59 9 10035 9535 13.09 178,01 11.08 10 9535 9035 13.62 23411 11-38 111 9035 89.8 1333 244.94 11.44 11.64 121 89.8 - 89.55 1337 247.80 13 89,55 - 84.55 14.50, 305,94 11.81 14 84.55 - 84 14.59 312,45 11.87 15 .... 84 ... . .. ... .. ..... ........ 80 19,50 3M67 15A8 16 80 75 24.54 44839 19,56 171 75 73.5 24.88 78.24 19.73 18 73,5 73.25 24.951 483.17 19,74 19 1 7125 6815 26.03 583.42 20.30 0 68,25 63,25 27.12 68530 20,72 2 1 � 1 6125 60.5 2739 743,16 20,96 22 60.5 60,25 27.87 748A0 20.98 23 24 25 60,25 55.25 53.6 53.35 48,5 48,25 44,5 39 34 33 3235 1 27.75 55.25 53.6 5335 48,5 48.25 44.5 39 34 33 32.75 2735 2235 29.17 29.58 29,66 31.24 31,33 32.50 L 35.62 37.45 37,82 37.911 39.2 40.97 854133 899.8t1 895.21 1001.49 100TOS 1091,09 12116. 8 1334,52 13S839 136437 1485.05 1607.71 21.42 21.61 21.63 2212 22,25 22.60 23,22 23.80 2192 2194 24.36 2434 26 27 28 29 301 31 32 13 34 35 22,75 20 42.06 1676,01 24.97 a6 20 19.75 42.18 168214 24.97 37 19.75 18,5 42.73 1713,51 25.09 M 18.5 18.25 42.851 1719,781 25M 39 18,25 18 42.951 1726.06 25"11 40 18 17,75 43.0 41 17.75 17 4333 1751.20 25,19 42 17 16.75 4143 1757.S0 2516 43 1635 11.75 45.18 1884161 25.53 44 1135 6,75 46.971 2012,56 25.83 451 6,75 , 1.75 4839 214237 26A31 461 1.75 - 0 49A21 2188J6, 26,25 CCIpofe - version 5.1,0 Page 3 Analysis Date: 07-05-2025 Comype ponent Elevation (ft) I 1 Size 1 T 125-120 Pole TP15_247x14x0,1875 120-115 Pole TP16 493x15.247x0.1875 115-110 Pole TP17.74x16 i 493x0_1875 110-1085 Pole TP18114x17 74x0_1875 108-5- 108.25 Pole , Reinf. TP18 176xI8 114x0.375 108.25 - 103 25 Pole + Reinf TP19.423xI8.17,3xO_3625 10325-101 Pole + Reinf TP19 984xl9,423xO.3563 101 - 100.75 Pole + Reint TP20 046xI 9 984x0.3563 100,75 - 95 75 Pole + Reinf TP21 293)(20.046x0,3438 9535 - 90 75 Pole + Reinf TP22.539x21 293x4.3313 9075-898 Pole - Reinf TP22 776x22 539x0,3313 89.8 - 89.55 Pole + Reinf TP22,838x22776x0,4875 89,55-8455 Pate + Reinf TP24 085x22 838x0 4625 8455-84 Pole , Rernf TP24 97x24 085xO 4625 84-80 Pole + Rernf TP24,848x23 85x0.4875 80-75 Pate + Rernf TP26.096x24 848xO 4688 75-735 Pate + Reinf TP26 47x26.096x0 4625 715 - 73,25 Pole + Rernf TP26533x26 47x0,5375 7325-6825 Pole + Reinf, TP27.78x26 533xO 5125 6825-6325 Pole + Reinf TP29.028x27 78x0 5 63.25-605 Pole + Reinf TP29 71429 028x0 5 60 5 - 6025 Pole + Reinf TP29,777x29 714x0.55 6025-5525 Pole + Reinf TP3102429 777x0 5375 5525-536 Pole + Reinf, TP31 436x31 0240.5375 536-5335 Pole + Reinf TP31 499x31 436x0 65 53 35 - 48.5 Pole + Reinf TP32 709x31 499x0.625 48.5-4825 Pole + Reinf TP32 771x32 709x0.625 4825 - 44 5 Pole + Rernf TP34,83x32_77Ix0 6125 44-5-39 Pole + Rernf. TP34.591x33.210.675 39-34 Pole + Point TP35 846x34 591x0.65 34-33 Pole + Reinf. TP36 097x35.846x0-65 33-3275 Pole + Rernf TP36 159x36,097x0,5625 32,75-2775 Pate + Feint TP37.414x36 1594.55 27.75 - 22 75 Pole + Rernf TP38 669x37 4140 5375 22.75 - 20 Pole + Rernf TP39.36x38 669x0-5375 20 - 1935 Pole + Reinf TP39 423x39.36xO 55 1975-185 Pole + Reinf TP39 736x39 423x0 55 18.5 - 18 25 Pole + Reinf TP39 799x39 736x0.55 1825-18 Pole + Rernf TP39 362x39 799xO.55 18-1775 Pole + Rernf TP39,925x39.862x0 575 1775-17 Pate + Reinf TP40 113x39 925xG 575 17-16,75 Pole + Rernf TP40. 176x4O. 1 13xO 5375 16,75-11 75 Pole , Rernf TP41 431 x40. 176xO.5125 11 75 - 6.75 Pole, + Reinf TP42.686x41431xO.5 675-1 75 Pole + Reinf TP43,941 x42 686x0. 5 1 75-0 Pole + Reinf TP44 38x43 941 xO 5125 Critical Element I % Capacity I Pass I Fail I Pole 5.600 Pole 17-7qo Pole 2710o Pole 29,7qo Point 10 Ten-i.n Rupture 21,30"o Reirif 10 Tension Rupture 30 500 Reinf 10 Tension Rupture 34 3% Reinf 10 Tension Rupture 3479. Reinf 10 Tensr.n Rupture 44,090 Reinf. 10 Tensr.n Rupture 52600 Reinif 10 Ten-j,,n Rupture 54 Iqo Rerrif. 14 Tension Rupture 3860o Rernf 14 Tenurn Rupture 44 IOD Rernf_ 14 Ten✓i� n Rupture 44,711c Rerrif 10 Ten: tun Rupture 48 6110 Reinf 10 Tension Rupture 54 6Ro Reinf 10 Terr:;tri Rupture 5690* Reinf. 9 Bolt -Shaft Bearing 4850o Reinf 9 Tension Rupture 54390 Perot- 9 Tension Rupture 59 6% Reinf, 9 Tension Rupture 62,30o Reinf. 9 Tension Rupture 56.900 Rernf 9 Tension Rupture 61AqO Reinf 9 Tension Rupture 62 300 Reinf. 9 Tension Rupture 53,00o Rotor 9 Bolt-Shatt Bearing 56 4Pb Reinf 8 Bolt -Shaft Bearing 56 6% Reinf 3 Tension Rupture 58 7110 Reinf 8 Tension Rupture 56.806 Reinf. 8 Tension Rupture 59.010 Reinf- 8 Tension Rupture 59,506 Reinf 8 Tension Rupture 682qo Reinf- 8 Tension Rupture 70,2% R&rif, 8 Tension Rupture 72 100 Reinf 8 Tension Rupture 73 0" a Reinf 8 Tension Rupture 70 7*b Reinf 8 Tension Rupture 71,20o Retrif 8 Tension Rupture 71 2"o Reef. 8 Tension Rupture 71 30o Rernf 7 Tension Rupture 61 2% Reinf 7 Tension Rupture 61,406 Reinf 1 Tension Rupture 6400a Pole 65.40ir Pole 67506 Pole 695"0 Faint I Werairrient 81-8RIO Summary Pole 69,5q 6 ReWorcernent 81 89a Overall 81,800 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass CCIpole - version 5.1.0 Page 4 Analysis Date: 07-05-2025 ------------—--------- 4-t e — N gl--------------- e'ao mmm mZm �Z — —. —. —' —'---� a —m g-- ---- — meau`449$Inn —..,e .$. — — 4- - e' n Yy7 K`. T n � � N ti n G m F N O N L(? O O 45 m t6 n C Q N m c O L ? O U U 2= UMT-T M-1 BU# 841 3 r Site Name E GRAPEVINE Order # j 700361 Rev. 0 i4 1. 1, TIA-222 Revision H Grout Considered: 1 See Custom Sheet Ie (in)l' See Custom Sheet Moment (kip-ft) 218816 Axial Force (kips) 49.42 Shear Force (kips) 26.25 *TIA-222-H Section 15.5 Applied Anchor Rod Data GROUP 1: (12) 2-1/4" o bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 52" BC GROUP 2: (4) 2-1/4" o bolts (A193 Gr. B7 N; Fy=105 ksi, Fu=125 ksi) on 56" BC Base Plate Data 58" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Stiffener Data Group 1: (8) 15"H x 5.5"W x 0-75"T, Notch: 0,75" plate: Fy= 50 ksl ; weld: Fy= 80 ksl horiz. weld: 0.375" groove, 45' dbl bevel, 0.375" fillet vert. weld; 0.3125" fillet Group 2: (4) 24"M x 2.5"W x 1.25"T, Notch: 0.75" horiz. x 1.5" vert. plate: Fy= 65 ksl; weld: Fr- 80 ks€ horiz. weld: 0.625" groove, 45* dbl bevel, 0.3125" fillet vert. weld: 0,3125" fillet Pole Data 44,38" x 0.3125" 12-sided pole (A572-50; Fy=50 ksi, Fu=65 ksi) Emm 0 Anchor Rod Summary (units oftips, kip -in) GROUP 1: Pu-' t = 117.18 (�Pn_t = 24335 Stress Rating Vu = 2,19 (liVn 149.1 45.8% Mu = n/a (j Mn = n/a GROUP 2: Put = 130,63 (rPn_t = 304,69 Stress Rating Vu = 0 4)Vn = 186.38 40.8% Mu = n/a (liMn = nja Base Plate Summary Max Stress (ksi): 26.17 (Flexural) Allowable Stress (ksi): 45 Stress Rating: 55.4% Stiffener Summary Horizontal Weld: 49.5% Vertical Weld: 37.9% Plate Flexure+Shear: 14.7% Plate Tension+Shear: 51.0% Plate Compression: 53,7% Pole Summary Punching Shear: 16.4% CCIplate - Version 5.1.0 Analysis Date: 07-05-2025 102 4 ----------- �z=zz=z��zz=zzzzz � aapa8&Eq�aa9�paa " zz zzzz.......... So�000 po.......... b�nba��b Vinn�n in u�v�in �n �n u�n�i�u`�i �i < 4QKQ 4Q<�Q4QQ¢Qa4 ------------- EiivrvN NNry Nev N<v �v Nivrvry � u`I 'L^ a = - a SU # : 843646 Site Name: E GRAPEVINE Order Number: 700361 Rev. 0 TIA-222 Revison: H Tower Type: Monopole WOMINAIN =.. = Comp. Uplift Moment (kip-ft) 2188,17 Axial Force (kips) 49.44 Shear Force (kips)l 2622 NEWSM"i I .� h=1CMWH0N= Concrete Strength, fc: 31ksi Reber Strength, Fy: 60lksi Tie Yield Strength, Fy't7 401ksi Depth 32.5 Exi 0.5 Ift ft Pier Section I Rom 0 5'abov, gnde, to ?2 5'bJcw gisae Pier Diameter 6 it Reber Quantity 28 Repair Size 10 Clear Cover to Ties 3 in Tie Size 4 Tie Spacing 12 in Version 64.1 Soil Lateral Check Compression Uplift D,:,,, (ft from TOC) 1010 Soil Safety Factor 8.08 Max Moment (kip-ft) 2436.09 Rating* 15,7% Soil Vertical Check Compression Uplift Skin Friction (kips)l 650.31 End Bearing (kips) 954,26 Weight of Concrete (kips) 120.30 Total Capacity (kips] 1604.57 Axial (kips) 169.74 I la 1% Reinforced Concrete Flexure Compression uplift C ical Depth (ftfr Critical 9.98 Critical MomJ'r t ( mip-ft 1 2465,74 Critical Moment Capacity 4695.33 L Rating*) 49.4% Reinforced Concrete Shear Compression uplift Critical Depth (it from TOC)l 23,93 Critical Shear (kip) 21512 Critical Shear Capacity 425.13 Rating*1 48.3% I Structural Foundation Rating* 1 49.4% rSoil Interaction Rating"] 15,7% `Rating oer TIA-222-H Section 15.5 iMn Input Effecive Depths tense Actual) I Lj Consider non -tape r ed moment copncity U Check Shear along Depth of Pier, U- Utilize Shear -Friction Methodology Ovemide CnIcil Depth Go to Soil Calculations Groundwater Depth 1 10 4 j # of Layers 6 Angle of Calculated Calculated Ultimate Skin ultimate Skin Layer Top Bottom (it) Thickness y'.d yc-,et. Cohesion Friction Ultimate Skin Ultimate Skin Friction Comp Friction Uplift (ft) (ft) (pcf) (pd) (ksf) (degrees) Friction Comp Friction Uplift override override (kisf) (ksf) (ksf) (ksf) 1 0 8 8 110 150 0 0 0.000, 0,000 OC1 J- 10 2 119.31 150 2,6 0 1 A30 1.430 31 ltij 121 2, 56,911 87,6 2.6 2 1.4301 1 A30 f-'J'fr C, 4 121 15 3 56.911 87.6 2.6 ----0� 1.436 1,430 61 15 23 8 60191 87.6 2.6 0 1 A301 1,430 23 32.5 9.5 60191 87.6 4 01 2.0451 2.045 4'C.01 co, Ult. Gross I Bearing SPT Blow Soil Type Capacity Count (ksf) Cohesionless Cohesive Cohesive Cohesive Cohesive 451 Cohesive ASCE ASCE Hazards Report Address* Standard: ASCEISEI 7-16 Latitude: 32,974664 No Address at This Location Risk Category: 11 Longitude: -97.037978 Soil Class: D - Default (see Elevation: 5412712798879612 ft Section 11.4.3) (NAVD 88) Wind Z=_ to Wind Speed 106 Vmph 10-year MRI 74 Vmph 25-year MRI 80 Vmph 50-year MRI 85 Vmph I 00-year MRI 91 Vmph Data Source: ASCEISEI 7-16, Fig. 26.5-IB and Figs. CC.2-1-CC.2-4, and Section 26.5.2 Date Accessed: Mon May 05 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceeclance in 50 years (annual exceedance probability 0.00143, MRI = 700 years). Siteis not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3 Mon May 05 2025 A'SCE seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss 0,105 SD1 0.087 S, O.055 TL 12 F,, 1.6 PGA: O,051 F, 2A PGA m: OL81 Sass 0.168 F PGA 1.6 S1,11 0.131 1� : I SDS 0.112 C, O.7 Seismic Design K&6W.PbQnse Spectrum Design Response Spectrum Sa(g)vs T(s) S, (g) vs T(s) Data Accessed: Mon May 05 2025 Date Source: USGS Seismic Design Maps used on ASCE/SEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 3 Mon May 05 2025 Ice W-S-01FRam- Gust Spee4l •. Source: 1.50 in. 15 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon May 05 2025 fee thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. MAR2101 1111WORM 06119424 IN 'a W 'a 0 all MIM77775 in 77iRset WIWI •b P,&4jilet Eriall Lite bAf [Var-milig Let (arri aT)1V • swil .r► the mapped values, I The ASCE Hazard Toot is provided for your convenience, for informational purposes only. and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced and maintained by third patty providers, or has been extrapolated from maps incorporated in the ASCE standard, While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability. currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation. relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend. nor should anyone interpret, the results provided by this Toot to replace the sound Judgment of a competent professional. having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Toot or the ASCE standard. Inusing this Tool, you expressly assume all risks associated with Your use Under no circumstances shall ASCE or its officers, directors, employees, mernbers, affiliates, or agents be liable to you or any other person for any direct. indirect, special incidental, or consequential damages arising from or related to your use of, or reliance on the Toot or any information obtained therein To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Toot Page 3 of 3 Mon May 05 2025