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HomeMy WebLinkAboutCOMA2026-001284ATE OF ISSUANCE: RECEIVED: 4/9/2026 26-0012 4 "AT&T' PERMIT : " 1525 INDUSTRIAL BLVD CELL TOWER MODIFICATIONS BUILDING PERMIT APPLICATION 525 INDUSTRIAL GRAPEVINESUITE # JOB ADDRESS: BLOCK: SUBDIVISION: CONTRACTORBUILDING (company name); Mastec Network Solutions CURRENT AILING ADDRESS: 1890 Suncast Lane CITY/A / t vl , - ...... # 7 7 - Fax PROPERTY OWNER: CROWN CASTLE CURRENT MAILING ADDRESS: 1220 Augustarive. Suite 600 CITY/STATE/ZIP: to NE NUMBER. 7 --2 PROJECT VALUE: $ 25,000 E S I L? YES NO NEEDED?WHAT TRADES WILL BE CT C PLUMBING MECHANICAL Upgrade and replacement of antennas and radios on existing telecom tower. DESCRIPTIONo change to tower height and arQund space. USE OF BUILDING OR STRUCTURE: Existing cell facility NAME OF BUSINESS: AT&T Total Square Footage under roof; Square Footage of alteration/addition: 40 I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. ControlNumber: (Not required for 12 family dwellings) hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED O OLIINS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) 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 SA AT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPEDACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNERIS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AC(S). PRINT NAME: Nikie GalvezSIGNATURE 7 -- _U/CHECK BOX IF PREFERRED TO BE CONTACTED E-MAIL ?THE FOLLOWINGS TO BE COMPLETED�INSPECTION DEPARTMENT Construction Ty{+e: � Permit Valuation: Setbacks Approval to ,sue OccupancyGroup: P Fire S prinler° YES NO Front: Electrical "I" Division: Building Depth: Left: Plumbii ' _.._.-......................... Zoning: :, ,:. A it i w,-� Width: ear: I ec 1tca1 ... .. __.—._._.. cc pa c\ Load: Grease Trap ; Right: Hooif IPlan eview A 'LL Date: Building e it Fee:ll � Site Plan Approval: atePlan Review Fee: Fire Department: ate: ; Lot Drainage Fee: Public Works Department: ate: j Sewer Availability ate: Health Department: et: ate: i Water Availability ate: j Approved for Permit: ate: TotalFees: Lot Drainage Submitted: Approved: Total Amount e: PLAN REVIEWINVOICED 4/09/26 P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 3165 o ITAPLICATIONS 7 " ., ..,O;FflRMS10�"PGRPA P... 02 R:w.+7/C 4,!/062/471 �0~t 4(ttti 9 City of GrapevineBuilding - Commercial PO Box 95104 Alteration Grapevine. Texas 76099 817)410-3166 Project Project Description: CELL TOWER MODIFICATIONS (Upgrade and replacement of antennas and radios on existing telecom facility. No change to tower height and ground space.) "AT&T" [ELECTRONIC REVIEW] Issued on: 04/20/2026 at 12:20 PM ADDRESS 525 Industrial Blvd., Cell Grapevine, TX 76051 LEGAL Grapevine Industrial Park Blk n/a Lot 3 S HOLDER ironald Cherry ( ! . 94 INSPECTIONS ]NFORMATION —APPLICANT NAME (Individual) "APPLICANT PHONE NUMBER APPLICANT E-MAIL `*NAME OF BUSINESS VALUATION Square Footage What is use of Building/Structure? • CONSTRUCTION TYPE • OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS 0 0 ZONING DISTRICT Building �► r MYGMUS 26-001284, 04/20/2026 at 12:20 PM N. • DONALD CHERRY 6362622949 AT&T 20000 Existing cell facility II B/S-1 Drawing-5251N DUSTIAL.pdf BUILDINGPER ITAP _525INDUSTRIA L. pf StructuralAnalysis-5251 DUSTIAL.pdf MountAnalysis-5251 DUSTRIAL.pdf LI TOTAL PAID $ 363.00 $ 363.00 $363.00 $ 235.95 $235.95 $ 235.95 $ 596.95 $ 593.95 $0.00 Page 1/2 Issued by: Amanda Robeson DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANT CODE OR ORDINANCE OF OF RA FURTHERMORE rROr.-.. UNDERSTAND . PLANS AND SPECIFICATIONS , ,R NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL Fr O APPROPRIATE ST, AND OR FEDERAL April 20, 202 Signature Date City of GrapevineBuilding Commercial Alteration Project # 26-001284 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL OILING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (817) 410-310, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION 112:30 P.M. PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS t . •` ■ i it +'r� •• � �' x ■ #! i !! • ' •r r. � r 1 f •. � rrr� � � . t � c a T Page 2/2 MYGOV.US 26-001284, 04/20/2026 at 12:20 PM Issued by: Amanda Robeson 4/20/26, 12:21 PM PDF.js viewer AT&T SITE NUMBER: DXL06202 SITE ADDRESS: AT&T SITE NAME: HWY 114/INDUSTRIAL AT&T FA CODE: 10011197 COUNTY: AT&T IWM NUMBER: WSNTX0034267, WSNTX0061241, WSNTX0061182 TOWER HEIGHT: TOWER TYPE: SITE INFORMATION AT&T SITE NAME HWY 114/INDUSTRIAL SITE ADDRESS 525 INDUSTRIAL GRAPEVINE, TX 76051 COUNTY TARRANT MAPIPARCEL #: 05689570 AREA OF CONSTRUCTION: EXISTING LATITUDE 32"56'05.90" LONGITUDE -97'05'5830' LATILONG TYPE, NAD83 GROUND ELEVATION +I. 66T (GOOGLE EARTH) CURRENTZONING LI JURISDICTION: CITY OF GRAPEVINE OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION. IS AT) A. COMPLIANCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER: LT2 PROPERTIES LLC 4100 HERITAGE AVE STE 105 GRAPEVINE, TX 76051 CARRIER/APPLICANT AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 TOWER OWNER CROWN CASTLE ELECTRIC PROVIDER ONCOR (888)222-8045 TELCO PROVIDER TBD TBD PROJECT TEAM A&E FIRM GPD GROUP PROFESSIONAL CORPORATION 520 SOUTH MAIN ST, SUITE 2531 AKRON OH 44311 CONTACT: CHAD BURTON, CBURTON®GPDGROUP COM PROJECT: AT&T 5G NR 1SR CBAND DRAWING INDEX SHEET# SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERALNOTES T-3 GENERAL NOTES C-11 COMPOUND LAYOUT C-12 EQUIPMENT LAYOUT C-2 EXISTING AND NEW ELEVATIONS C-3 EXISTING AND NEW ANTENNA PLAN C4 ANTENNA AND COAXIAL CABLE SCHEDULES C-5 EQUIPMENT SPECIFICATIONS G-1 GROUNDING SCHEMATIC & NOTES PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT R TO PROPOSE AN ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE • GREW TO VERIFY ALL ANTENNAS & MOUNT FACES ARE ON DESIGNED AZIMUTHS • REMOVE (3) RRUS-32 B66A • REMOVE (3) 4415 B21826 • REMOVE I3I DIPLEXERS • RELOCATE I3) RRUS-32 B30 . RELOCATE K) AIR6449 877D ANTENNAS s' Tcb R0. UEYiHId3fT� 'POWER SCOPE OF WORK TO BE COMPLETED BY OTHERS ALL ELECTRICAL POWER WORK REQUIRED TO ACCOMPLISH THE ABOVE MENTIONED POWER SCOPE OF WORK IS TO BE PERFORMED BY MASTEC AND IS CONSIDERED BEYOND THE SCOPE OF WORK OF THESE PLANS MAPBOX 2026 525 INDUSTRIAL GRAPEVINE, TX 76061 TARRANT 70.5' MONOPOLE SATELt �N� .' �r _. , Is _. .. NO SCALE MA BOX 2026 APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN REFERENCE DOCUMENTS ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS MOUNT ANALYSIS. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE THE MOUNT ANALYSIS PERFORMED BY GPD GROUP PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO PROFESSIONAL CORPORATION (PROJECT # THESE CODES: 2026723 12 55872 02, DATED 0212512026) FINDS THE CODE TYPE CODE MOUNT HAS SUFFICIENT CAPACITY TO CARRY THE PROPOSED LOADING CONFIGURATION. BUILDING 2021 INTERNATIONAL BUILDING CODE WILOCALAMENDMENTS STRUCTURAL ANALYSIS: MECHANICAL 2021 INTERNATIONAL MECHANICAL CODE THE TOWER ANALYSIS PERFORMED BY BIT GROUP W/ LOCAL AMENDMENTS (PROJECT # 26-002136, DATED 04/0112026) FINDS THE ELECTRICAL 2020 NFPA 70(NEC) TOWER HAS SUFFICIENT CAPACITY TO CARRY THE W/ LOCAL AMENDMENTS PROPOSED LOADING CONFIGURATION CALL TEXAS ONE CALL (800) DIG-TESS `\ CALL 3 WORKING DAYS BEFORE YOU DIG., -� AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 4 1. A& GPD GROUP Professional Corporation 520Io U 11— srreeT, 3urce 211, GP44311 Fay —30 5]2 2101 e Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GPD JOB #. 2025723.12 55872 02 L ISSUEDFOR A mr. p9ypl�Or r��Sh.eee CNPISiOPHERJ SCH:145i 118838 ,W¢ CIVIL IT IS A IP LATI IN /IF WW H —NY PER51 N, UNLESS THE AN­TIM, UNDER -HE DIHEI'P IN SHEET NUMBER: REVISION: T-1 0 hops://web.mygov.us/app/#{"page":[{"uON: "/pi/","params":{"container":Vann","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/detaiISM =351281 &list=all", "pa rams":{"container":Vmain","... 1/80 4/20/26,12:21 PM PDF.js viewer SITE WORK GENERAL NOTES: GENERALNOTES AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 4 " A& GPD GROUP Professional Corporation 5-1 -1m Sweep 111e 2111 310 11-2 2' RC Fay 110 111 210 44 a sTe c Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 705 MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR REV rl— E—PIPTION I DES QA CIVIL UNLESS TREY E IL, —E. THE El- T"', A L11 ENDED PROFESS1 NA EN 1NEER T_ALTE'T'S , S HEETNUMBER; REVISION: T-2 I RE 0 hftps://web. mygov. us/a pp/#j"page": [{"u rl": "/pif", " pa rams": {"conta i ner": Vm n ", "bc": "Permits", "u rl": "/pi/","e nvi ron ment" : "page"}1 , {"u rl " : "/pi/projects/detai Is?id =35 128 1 &1 ist=a 11" , "pa rams": {"conta i ner" :Vmain","... 2/80 4/20/26, 12:21 PM PDF.js viewer ELECTRICAL INSTALLATION NOTES: GROUNDING NOTES F _ SED EDERAL STATE AND LOCALCCDEBORDNANCE, 1 ALI PH T p Y✓EHiNEV5 sHALL6E0N"ETHER RE UIFATA 1. ITGC,N IMWR1SUTN,SARES HEUA .SUB,:NITRA IRSHLLNS 13I NM1OUTSSITHAT ATIRBEL +W—REBr TW HV1 HE.PPERSINDR— NDUI.T SN + WIHINI,RAI'EVYAl4N0 BUPP(IkT PAETH•:DS ANOrv`ATERIALS SHA.L:.IIMPLr WrtH irE I HEMOINTHAUT:I SHILL PAL—C IEEE FALL-:IF-P, ITENTAL HESIa AGUE REQUIREMENTS OF THE NEC HI_TI EP— ANCHORS ARE REQUIRED 6Y FAIL PEONLET _ HAND INSTILLUSUPPLEMEVTAL I'UI—CAU BE IUSERE,ATED AND MAINTAIN ENIMUM,SETE SEPARATIIIN AS NEI WHOU HS IUND ELE EALSO- INURN, 11 IN A TA IDES AS NEEDED TIILAL HISVE A TEST RESULT I rSIIVMS 1 IH BY 7LE NEC LESS S H,ABLEBSRALL NIT BE NI+UTEtl T-R,ITHLADDER-S`YLEI AkALE THAY HUNIW , TTESLEINTLE—HISHESP: MUSLEF.+NPROPERLYSE`UE-1— o EA RS)�R,NNDING AND T, CNDN,ANDUNDER�,REIU1IDCONDUIT iE., OR DAM AGT A-E .O THE ANY I'INDUANkFANp 'III VIA BE IFBELED'NTI-11E11R+vOUR NOR .PTIIN,IH ELEI'THII'aL I.EL:NDURANDTPNAIVIDE TESTINI;ORESUL'B Vy TAPE'fM BRAND N2 LASTH EIST IAL TAPE `WITH UV AN :TE,T11 N,IIR E,IU1) HE IDENTIFICATION ME HOD..HALL C ONFCiRAI WITH NECAIlD OQHA - HE USTED SON NUI DIS 7 ALL ELEI'TUICALI IIA+PHNENTSSHALL BE, LEARLY:AB&EDW?H PLASTIC' TAPE CEO r,I.L, IN vI. A.VS C-PREP WIRE UL APPROVED „P,�UNDIN�TlPE SC HEDAVE L E W IPMENT SHALL BE LABELED WITH HEIR'IOLTAGE TNTIM, PH _ VDUIT CLAI+,PS NUM.BEksT1 ELPANEND, aNDII 11 UIT IDSI ME'AL HA, EN' 15MLL NIT BE USEDAS THE NEC h'EI,UIkED EI+UIPMENT stLN,UITIDNu;ERISHLL ,°EoNA,'DANE`HALSEU BELNUMBERS) sINs IHNM COPPER I:,FORM NTHNSURED AND EPRABELEDNHPSIABELS INSTALLEDWITHTEPIIWEN:.IRI-VIaTI,BTSEIIUTANE 10_.. TIE WRAPS SHALL BE CRT FLUSH WITH APPROVED C CTTING TOOL TO REMOVE SLAUP EDGES S UNOfiAHWIHNIE IT''EE N eULAtEtl SUP1 XENTALESS II IE MARTIN FIR .I: PO'NET I INHOLAND EIUPMENTITRIIUNOVIRIV'.; IN TURNITI+R I:INDUIT SHALL BE SIP.):-E 11,ER INAAS- STI._AWI, SOLID �R(14AA, ORLAR�,-100 V, OIL RESISTANT THHNIR THWN 2 CLASS B STRANDED TINNED.VPPER FAIR ONE:, UTp 1,TH ED APPERT'.AOLERATE0 F,1RS:1" fVIET&OHCIIHERATI,N LISTED, IN LABELED F,:k'HE LI II_N I AND RA *&RI SISTEM USED UNLESS, ITHEWISE SPE,:IFIED ]'IT ALEOUIPMENTCi.WNDWIPtNGLJCATEDINOCNS HALLBESINC-LECONDUCTOR PNMITTED`Si JNNE_TIONS ON OPPOSITE.)LEIS THE GROUND eJO ARE 11 OT AN, M N LACER I, US1.' dL RESISTANT LOTS I IN THV+N. I,kEEN INSUtA'P IN ILASS 0 11 DRY, OPERATION LISTED ORCABELED 8 II- F ORTHE LOCATION AND RAC EVNAY SV.,TEM USED UNLESS OTHEM1VI..E SPECIFIED HALL eE>t AVIE BY LID TINNEDn,EfVPFERUUNLUE55RS ITHDEkWISE IFDIPaTED s 12 POWER ROD C ONTUIL WIRING N IN TUBING OR C CNORIT SHALL BE MULT-1 VOINNITOR TH ISE HVX_SBSTDED ASIPATONHT PPER—STEEL CONDN.T>R-HALL NOT BE F,NTER OCUCP NNE LABELED THE LICATIONUSED UNLESS OTP_RWBECPECHIED BE G. P: IhYEk AND SO N,,,:,NNE:.N,NBSHALL BE:.NIM11PSP'LE, OMPHESSIIIN WINE LUH�B A", HBO C'EA N05 �'aN 3E ADE �I.ATEL�SUPP, HTEDTOR T PND NO M, S 81 TH, MAS AND SELLS(111 F DAL) OHS AND WIRE NUTS SHALL BE NHED Ulit OPERACONATPI)LESITHAN), C,90 CIFACNIGS..EI , OS SHALL BE USED FOR ALL GRtTUND,NG CONNECTIONS CA USNAC AND, ABLE THAY SHALL BE LIMB Iw LABELED 1111 ILE,TRII'AL USE IN BELf,W I,NACE PCQ_RDAN_ E WI•HNEMA, IT, ANSHEEE AND NEC 12 BALL ROUND 'ON E FIRMEDUSIN ECIPRES?P,E,,, AOE IINHPIIIR AND EXTERIOR, SHALL IS EELEI.HI::ALMETALW'TUBINI;IEAMIOkkI"IDNIINMETALLI:':.1,NUUNIIE CI,IDPV,EITEDULE IS ETALLIC TUBIN., (ENTI OR RIGID !ALLY BI,NED QR ANDRIETZC 15 W RED SUR I.JDANT I I IUNNI,S II I I NDU TIRE 14EL 111 PASTE) MALL AND ALL aPPHu+ED ASK THE .LANE PCST I LI IS FUSED IND,was AND 1 ALLEMENI,"IHI'urvD,+NNE.T6 NS SHALL BEc,ATEDWIT-I-OIL )BIN RESISTANT OUTD, xINS NHEnEV13HAT1,IN Hf,., UHSIIk FLEnIeILTtISNEEDED 17 MISI'ELLAND HE ELEI.HINAL AND N, C-BUEITRI-TRETALTIXES FRAMES I'ABNET5, 8: •I=A AND SURE WA'SSHALL BE-ABELED FI IN ELE 11OL USE IN AI -IX INOANI E IT BI IIO ALL UETATLII:IIBJECTS WITHIN r+ FT IF MAINI,C,UND WIkAF WITH IV ., WIREWAYS SHALL BE ER,XI-,:I IAT'EDI— I'NO III'LUDE A HIN, D IV A, ON, DESII,NEC T, I , .S:UND':I WOVI ,:kS USED IN-LEF JUR 1.,R,IUND AND LI,,HTNINI, PE ,ORAT DOWNWARDS, SHALL BE PANDUIT TYPE ER EQUAL I, AND ED NESIA I OFT - - ABIBLiT-IATR HP.I A TBO ARE NND THE �.IEVDUI.N H SOL I AS MEEALLII, IONCNTS MEAL RICAN IUT I'UPS I IN SLEEVES TRH• RI+H WILL$:IN FV II IS, WHEN IT IS 2 - IIITHPPPROVENQN-PERFORATEDBTRAPS REQUIRED TO BE FCNSED IN CONDUIT TO MEET CODE REOUREMEVTe OR AN TO STRUI-_ n:PL IY NDITI, NS N+N-METALLIC A, I; INDI+IT PEON TTEO R.0 �SETIT IILLIUiW THE LED III NE_LINES 'NTLIF AHE STNUAI TUHESMAINTAINI.I •5'c PH LINITUVTII SHALL BE USED IHE'EUSE,;M1,EtALIE(PNCVIT 15 U Wv�I.IDA6LEiEI-. - TE - DEi THE GRQunO STALLED IN A NEAT AID W NHAAXTRE M>, NEN PANAI-ELAPID PERPENDUIu� TL, GXUCHTCUTL ALL ETSID „vUR, T,+k sOLL BEB r'RED TC FAIR Or FT0E METALI.HNDUIT IT IT NSNE'E IPLASTELUDOINTIR-11HENIII; IIMSUTSSH LFE,T1ALUVE _�AMPEn'�TC - LID?EERMIINATTINISIJTFn EDIT,NDUR` MUST BE SIEWLED WITH IItSAN KEAllE1io:AIIF NHE AD 23 E]uIPMENT CABINETS, TERMINAL BOXES :UNCTI.IN BOXES AND PULL BOXES DWL BE ME=T:R IFES-5CANDRATEDNEMA IIIHARTLE-MO 151IRTEMA Ik CEETTERIIIJ ,-„1Ns E si+au mEEi�>°EEX�IeED�s .,n aNO NEroi�sAwaN ED VEni„ED z BETTER, INDO,rP-1 TR WEATHER PROTECTED I WP TR BE- RE OUTDoIDRS aT HI IMETALL"PTA, LE DO TI N AND DEVICE 51 TIES SPALL NEET I IN EXI EEO NEVIN � A 1, AND RATED OFFIA f 11 R BETTER, IND I, IRS IIH NIEATHEH PW ?E,?EO IVW I IH B lz I ourm G SYMBOLS_____' - - THE SUB:' II'TNA,:TI IN SHALL Al ITIF! AM I PLAIN NE: ESSARYAUTHILINEA IN FR.IM THE NEC INSULATOR COLOR CODE IONSTROTOR BEFORE WORK IN T HE k- POWER DISTRIBSTON PANELS GROUND BUS BAR TIEME'jTION PANEL�L I5 ACCORDANENECEsSaHYiAH:H,IM,I NCEOCTIN THE APPLICABLE C J HE BnEAHERs,'PBLES ANC sLPPLEMENTALgE BAD ROu4D ONDUCioR DE.FRIPnON PFASECHiDE LETTER WIRE.HTLOR SHE HAND ETT 10 INSTALL PLASTES AID STANDARDS TO FE LABEL RNPHENETERCENCHT,ISHHW°Mr 1USTL MA-NAIAER1 IN UIT LAD D LEI=' r BREAKER ER C UIS THAT ARE INSTALLED ARE NI HA✓E A METERED MILE TAPE PULL I"RD -- C - AEEN NSTALLED- CIRCUIT BREAKER L-MA,NEIIC �R TE R OI pE�-I . P NA TEND N TE.,TWELL wIUND HI,D IM NEI - MARkAT-E=.1 G DISCINECT SWIN-H METER -___----------- PHASEA BLACK HILEI, I--' <TM,HG,,IV X, ED.T I� ■ X1TTEOHERWNLES IAEtAFWE G-AS I BLUE ■ ME,:HANI,:AL I:, MNE :TII IN iIIIIJ ,O , LE GROUNCINI�WIRE SEE NE, 21I5I II,IAVp, PASEB LOAN I PURR AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 GPD GROUP Professional Corporation 1205o 1 IT.K, E,.1 IRIW 2111 "" GN CO,T SIR 11.'2: MFa, 33011121 C, 4 Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR DESREV WE 2 I T, I BnIP A .,_N,F"IE I _ 1111 N21INI 111K re.a.-7" C31,� STEVEN P SI.I'AL;U -rLr. �W:.M1:031_0 ELECTRICAL IT 15 A CII-A`I:IFIR —F,H ANv PEPSIN UNLESS HEY AICFALINENSED PRO E DIIIOLMENE DIRE) TI N SHEET N=: I RE MBERVISION: T3 0 hops://web.mygov.us/app/#{"page":[{"url":"/pif","params":{"container":Vann","bc":"Permits","uOR:" /pi/",°environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all", "pa rams":{"container":Vmain","... 3/80 4120126,12:21 PM PDF.js viewer AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 A GPD GROUP Professional Corporation 12J 5-11'— El -1 111e 21" 310 11-2 2' RC Fa, 110 112 210 —T 11 E EX[STIN—THERCARRIER1 IR 111 1�P, "E E-I-EIT a sTe c Network Solutions x @ E—IN' , H-F—E AT&T SITE NUMBER: DXL06202 xi 525 INDUSTRIAL x GRAPEVINE, TX 76051 . ........ramEXISTING 705 MONOPOLE GPD JOS #: 2025723 12 111372 02 I -TIN, —EF�ATOR EXJ8TIN,,SITE "ESS E-TK-,ENERAT.V ExvEYIL--T—ITER ISSUED FOR REV ­'N DE-1-11N I L"p hftps://web. mygov. us/a pp/#J"page": [{"u rl": "/pif", " pa rams": {"conta i ner": Vm III ","be":" Permits", "u III": "/pi/","e nvi ron ment" : "page"}1 , {"u rl " : "/pi/projects/deta i Is?id =35 128 1 &1 ist=a 11" , "pa rams": {"conta i ner" :Vmain"," . - - 4/80 PDF.js viewer 4120126,12:21 PM .—SE..BREAKER CO URS. SE IYUR—D A I ITIARI ELECTNI­ '­R VI-1 NE111IRED - AIR-PLIVH A-19B77IG ,rerV, 13 TV D1 -- Al THERE AND IS USITFRED .1-NE THE E,-� RF �IF VVl I< AT&T IALL COO— RATE FULL DC BREAKER SCOPE .1D co.STRUCIV. ...GTA 1801 VALLEY VIEW LANE PRIOR to CONSi RUG 1IPN FARMERS BRANCH. TX 75234 R W AA� -­F GPD GROUP ENSTINGNE— -E—UPLANT-DEID—IFY IISTING 112, RECTRERS T� LEIIIN 411 "HERE FBI A A; NK-02011 "A', Professional Corporation 'S' �;S,41 '4�:STI E-1 "I, , FOF BATTEr- T11 REYAN -INSTALL (6) NEW DC BREAKERS SEE TABLE 12F 5­1 1�­ �' .1 111� 21" 330 -,2 2RI, IN, 110112 21 Ll asTec Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 705 MONOPOLE GPD LOS #: 2025723 12 55872 02 ISSUED FOR "` 1 DE—ETIIN DIF REV DATE REI r'�S"' RIXNE EXNNN3S1TEA­­ EX[STINI, H­ CIVIL OFALIIENSED—PRE W E SLINALD-IN TATTEITIA1111MEIT EQUIPMENT PLAN SHEET NUMBER ; I REVISION: C J)SCAUE 7­­­­` C-1.2 0 ",I hftps://web.mygov.us/app/#I"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","uri":"/pi/","environment":"page"}l,{"url":"/pi/projects/detaiIs?id=351 281 &Iist=all","params":{"containeC':"#main , ... 5/80 4/20/26, 12:21 PM PDF.js viewer I ELEDIST Nr J aT.T ANTED o� IN NTENNAE, TIERIARHIERI !' h iARR E22_ ` l ELIeH „-n , -- -- ( TIER ISRIENi-_ 1 EXISTING TOWER ELEVATION (`.)SCALE NOSCALE LhE�Na.ETTv ,�iL\ NAs ELE T �EANTENNAS EL - ``veE ny NTENNAS Iii HERRMIIEHI El:SI"f= As�.IIaTENTrrN Ia, RRAS TO BE REtnDVED IJ, PLExERE TD EE REND�ED ( ANTENNASDITIr R'cAfoN n2r Rpss ro RErw. N r DIDS (31 ANTENNAS DID RELOCATED �CL - NNA rgRR E2x_ SEEH3EET:O r,EE RELOCATED SHV THE VI -IT ANAL— i1RATI111 DR— 1CAOACITY L V ul V± PERFINMED El IPD H-UP-IFESSIINAL DATED iY111—,LINES THE TJ `ARR THE ER FI1lOS Tt�E ETI nNEREDHAS HI P� HIES WOINI,"IN-II.:IHATIRN - UP (PRCUECTI 26 V12 o, DATED £U. Fa IErvT I:APAI ITv PI IaHRY THE 01 `INI, ANTENNAS (iTHEH ;AMAERI D,f N ;11 NIQ UNT^EN IA'NETAED "TLED (AITE aj RR sNTo a I)ANTy„7a>aE�HE'AIN ------; �.- VPSTTRENwIN 13I ANTENNAS TO RELOCATE ER D t1HsroBEREL—TED n FINAL TOWER ELEVATION SCALE: NO SCALE AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 GPD GROUP Professional Corporation SO5-1 Fan D,.11to 2111 Aron, 1=J311 330 3T.'.:.'JC 1a1330 111 21G1 4 Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR REV DATE ES;aA OhIP re.. p9ypT¢ or r��saa,Iw, n. Y� CNRIEiOPHERJ SCNErSi 118838 ,]WrcS C 4,Oi%2 CIVIL IT IS A VIII-11 N 111—FIR All N-11N UNLESS THEY ME k LN,, UNDER THE DIREr TI"M SHEET NUMBER: I REVISI C-2 0 ON: hops://web.mygov.us/app/#{"page":[{"url":"/pif","params":{"container":Vann","bc"^'Permits","url":" /pi/","environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all", "pa rams":{"container":Vmain","... 6/80 4/20/26, 12:21 PM PDF.js viewer EXISTIN— II -ND IS TOTAL.1 PER'ME.�I—) y"TAR, L PER 8. IN I IT PN PE M1NHK�e-f' tin q MAIN - 011.1 PEFSBTIRI EXISTNGATSTRRHS 10 FELO. P1 COMMSC j3 VIAL,1 PER SECT- I3 TOTAL.1 PER SECTOR, EXISTING — RRKM TO BE (3 TOTAL, IRRUPER SECTOR) EXISTING ANTENNA LAYOUT -_ ,SCALE N MOUNT ANALYSIS RECOMMENDATIONS 1, THE PANELS IN POSITION 3 AND 4 ARE TO BE PLACED ON (2) NEW IU LONG P2 5 STD (2.875" X 0203" THICK, MOUNT PIPES. THE MOUNT PIPES ARE TO BE CONNECTED TO THE EXISTING MOUNT PIPE IN THE RESPECTIVE POSITION USING Rt NEW PIPE TO PIPE CLAMP SET (SITEPROI PIN DCP18K(CONMAT# ANT599511t PER PIPE 2, THE PROPOSED RRUS AND SQUIDS ARE TO BE PLACED ON H I NEW 6 LONG P2 STD (2 375" OR X 0154" THICKI MOUNT PIPE PER SECTOR THE NEW MOUNT PIPES ARE TO BE ATTACHED TO THE EXISTING STANDOFF HORIZONTALS USING (1) NEW BACK TO BACK PIPE MOUNT (SITEPRO1 PIN BBPM-K3ICONMAT#, ANT 56902)) PER SECTOR EXPRII- I -I (ST-TALHER EITn E-12 ATSTRRNS'PO ME REIOCATEO (3-1,1 PER MECTORI —TNG MACK TO BACN RRU MOMNT TO ME RELOCATED RV TAL, I PER SECTOR) NEW ATST PR TO OE INSTALLED 4SSO MW P ITM PER SECTORI A 'TPLANE ILIINNEIN LINE S _ ! ., i --,----- -y,A Ex15TNI;AT3TANTENNAST1IREMAIN 11,11 CIV IITITAL,J PERSEI rIBNRuH EANTINI; ATST RRHS T I REMAIN EISTIN; SN'N T. � PIIN RRL S1 , 1'NETSREMAIIN EXIININ—TRRHS TET,05 i, TOTAL, I PEP. SEy`iGR) NEW ANTENNA LAYOUT 'SCALE NEW ATST ANTENNAS TO ME INSTAI.I.EO ERTOTa°NIAPER sEc ?7RGj(ARMAT EXISTNO AT&T ANTENNAS TO SEREL —50 ISMTCTM0 tAPR%4E9 i D)jBE—) AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 '� GPD GROUP Professional Corporation SO 5ov-1 Fam D, .1 spite 2111 "" GH--'I 33011-2 . Q Fa, 330111 211, 4 Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5 MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR REV DATE ES,aA ,- -Vll I DIIP A -o,Tl, 111E I1 -TIN, TI- 1,V1 - mea p9yptP.,OP YE�sawnl,en c. Y� CNRI LIMP SCNErSi i18838 ,WrcS L 4,03%2 CIVIL IT IS A VIII-11 W IIF —FIR — RDIAID UNLESS THEY ARE. IN, UNDER THE DIRE, TI"M SHEET NUMBER: I REVISION: C -3 1 0 hops://web.mygov.us/app/#{"page":[{"url":"/piP',"params":{"container":Vmn","bc":"Permits","url":" /pi/","environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all", "pa rams":{"container":Vmain","... 7/80 4/20/26, 12:21 PM PDF.js viewer NEW EOUIPMENT:N EOL© "`FINAL ANTENNA AND COAXIAL CABLE SCHEDULE 2, AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 GPD GROUP Professional Corporation SO5-1-1m D, .1111e 2111 A{ ron, GN 210 < 330 si.'.:.'JC Fa:3305]� �iG1 4 Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR REV CES,QA ,- -�.1'I HIP re.. p9yp¢ ov r��saa,�w, CNPISiOPHERJ SChElSi 118838 ,]WrcS C 4,Oi%2 CIVIL 21S AA`P W�:F LVFAH T 1.1T UNLEGE T.NE1 ARE Ai'i, —U1111 E—HE�I,�N SH�NUMBER: I REVISION: - o hops://web.mygov.us/app/#{"page":[{"url":"/pif","params":{"container":Vmn","bc"^'Permits","url":" /pi/","environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all", "pa rams":{"container":Vmain","... 8/80 4/20/26, 12:21 PM PDF.js viewer ERICSSON AIR 6419 B77G TSTAL N°I 1600WATS6M'ANLOAD Oc(D �a PORTS GHr 211.21 TEND —PI PORTS MOUNTING HARDWARE KIT ET sarc1DACT51 �TILTAN. sw 11Al 11T "MATERIAL ORDER NOTE REFERENN £ONLY ANY RELIAN EONTHIS r IT"" 'HALL PC IT THE RE"' 1AR1111V PROPOSED ANTENNA SPECIFICATIONS ROUND M—AR HORIZONTAL APPRVVED ON AIR ANTENNA E PIPES SHALL MOUNT NG DRAGNET (BE TYP1 nVR UTNTA PIPE Aq4� A�,PER CA PIPE P IPBB„,M d�= ANTENNA w51ErtSEA ANT PRLVED ou 11TIstoN - RANIENNA PLATE N]r �£�� >4 EH PIATEBEVEIJT BIF IE D i ° 11 R PLATE BHALL BE ANTENNA PIPE MOUNTING DETAIL I NG S,.ALE ERIICSSON RADIO 4890 625/66 A 1 1 RRU SPECIFICATIONS ( N ECNLE 12 BBPM-K3 DETAIL 4NiEhNA MN SEE"ITA°Ea"NaP'EE IRXINTY -IE„rBE OHAI'KE IBUPP IED WI ANTENNAI '� s,1AIAtI:I S APAP SHALL BE AT HE HELYIN: PACT',HE51S _ E�NIVRI£KANDHEREBYWAIVESANYANDALL E%STEV ECP THE RE.ATED i0 THE C S'AMR OR OT4ERWISE AB PT SHARL USESTEPhR xS,'h>-u- „-EPPE mAPa "" EoR NALEN sI "ALLI E EPH Ax PwsakaAaaRP,°Eo Y' r Al, ITI,d hn p,I­d,NH TUurtn.J btu 4e[ i'I%nett �e Hen ANTENNA Ell NE, ERK 11 PRZON ALPP �� �' E IEE,R ES, EPA TEBI BE uNooTSLAT ALL PIPE 1aACnET311 YIISCELLAYVRR HARD\YARE ANvhEN'';,ANNPPEIARI =EOF,kBPa .gr'r ,SDPLEDW,ACKENNA, TO BE GALVANIZED UNLESS EaNF„Na I LUDIN,",''aE"W—UNT`AIRVUEISFEPA,EVENTSEHALLPEP_n NOTED OTHER,VISE sTDIRE oDI—RE10.01311(ANT,,,,J„IE.RAPPao•,EOEOVIVA TlPABSINE—ENNA�,,)UNTPIPEDF^OR-PTINGnRHu m.AY RE ` uNLEs3 orREmYnsE voTEowTF n•oulvr A^:ALvs13 , 4LL NEW 11 NTPIPESF,k PM.F NLTAIk N'NOALB IN'LUOIDI NEW MI NNTS Iik 12-71DODISABREu'CICLIT 21AN—', iOHAPFROVEDE]UIVALENT, 14 ANTENNA PIPE MOUNTING DETAIL ( S MI IURT REPIA EVENTS, SHALL BE Pe E ITS NI .,,ALE 5 AIR ANTENNA MOUNTING BRACKET DETAIL I w,s:ALE - SITE PRO 1# SCX7-U CROSSOVER PLATE 1-112TO l ,a oD PIPE AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH. TX 75234 '� GPD GROUP Professional Corporation SO 5o 1Faro S,.1111N 2111 A{ton, ON 21SH 330 3i.'.:.'JC Fa, 330 511 �iG1 13 -A Network Solutions AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GPD JOB #: 2025723 12 55872 02 ISSUED FOR 16 REV DATE CIPM DESCRIPTION I -."-V ,P nEs`GA �� r E�5 �-r'J� 1' ou9+P`sy�4 �., - _ agUSTOPHERJ SCtErSi ` � 1 E 4 THS DETAIL HAS NOT BEEN REVIEWED ST - i2 Ti,-17: 10 PFE _ rNRESENTETt NI—IIPN, i.� - irl A_ Ntn LAU 11-1VPDEFs,T ^" PAarr,,,AFEsva P,EPRESENTAT ONIB NUT aesPEarro its corv-EN ETAIL I SHAn Nor BE EEa UVLE: .HEY ARE A,' N, UNDER DIRE' I„N 'a,:.'L..•I'I�O•^_;�, Z,,,. '•`•„'-'," ._,. ::.- LIABLE FI IT SU'H-THIS DETAIL IS F„k -'01_.'- - _ - iALTEITID11HLMEVT REMER STTRAPSHALSEPT—RERHN-A—AS'S - z NCE-NLY ANY - k AND HEREBY AAVES ANY AND 4L St SET NUMBER; REVISION: sraUPBkE,rrEo EER N.ENLEUFTHE A. 5 0 DCP18K DETAIL ALE CROSSOVER PLATE KIT 7 8 NGS.ALE g ° N su I I I �1 hops://web.mygov.us/app/#{"page":[{"url":"/pif","params":{"container":Vann","bc"^'Permits","url":" /pi/","environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all", "pa rams":{"container":Vmain","... 9/80 4/20/26, 12:21 PM PDF.js viewer GROUNDING SCHEMATIC I, ,SCALE: NOT TO SCALE ,TANDAPOTPTB4lo ALNNSTALTSHNSSHAL1BEFIELD`ye11111RRBTANONGGFTHECGNTENTBGFATaT — AT&T IALL Q RUNNING CQNRNA­ FROM INCILAH ATST MCeILITL EQUIPMENT TO GRGUNO BARS DUALL BE OTHERW SS S ACED COPPER TINNED UNLE NOTED ISE 1801 VALLEY VIEW LANE PROPOSED ATAT J ONpUCTPAS SHALL ANDESCAAE UNTING STRUCTURES TOROUND BARS SHALL FARMERS BRANCH. TX 75234 BE 2ORM PA COOPERMOBILITY NED UNLESSNTSUPPORT BE 2 AWG COPPER TINNED UNLESS NOTED OTHERWISE ALL NO 5 LURE HELD ANT DATIORSSHALLPROVIALLBE USEDON ALLCIADOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED AROUND WIRE:. SHALL HOT 0E LOOPED OR SHARPLY BENT CONNECTION ANnJXICATION COMPOUND SHALL BE USED ON ALL CGNPRE5610N GPOVVCING ] ALL EFQTHENT,9IC CONNEACLOdASHALLB—STALLEACIL SO THE PROPERCONNECTUSLIMOLD AND LIATERIALS GR TUFTEDHE TRUILAS -UNDINIAPPLICATION CO A CONNECTIONS B-anuNDINGBUSSABAMAYHA�VECPRE1UNA G P D G R O U P EDHOL SORTA PEDHOLES au HARDWARELHAL�BEBSECURITY TORQUE HARDWARE Ba° ST-LESS STEEL MCU�TJR SNALC NOTBElfISTALCE00R ftOUTEO THROUGH HttLES IN ANY METAL Professional Corporation s2o soon n01� sheet, sl,Ite 2s31 Al OBIE ELECT,CONDUITS, OR SUPPORTS TO PRECLUDE ESTABLISHING A MAGNETIC CHOKE POINT ELASTIC 1,LRU QRS FERROUS METAL CL15 D WSHALL HICH COMPLETELYSURROUND THE GED AND SUPPORT GROUNDING CROUNDINGCONDUCTOF SHALL NOT BE USED ti CONTRACTLON SHALL REP — EXISTING CONBLANCRON AT SHE,CRS—TORS EXPEY.,E CROUNDING SYSTEM COMPONENTS DAMAGED DURING ron,GH 33011-2.'OC Fa, S30,1121F, WN ' CONTRACTOR 2 OiSHOL PROVHESTRAIN-REIEONLY AND CAST E SUPPORTS FOR PJ. CABLE ASSEMBLIES, COAX CABLES. AND RET C ONTROL CABLES CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PTRRGS RECOMR ENOATAIONS DN SHALL BE IN ACCGRDANCE WITH MANUFACTURER'S SPECIFICATIONS AND �g CONTRAI TOR SHALL CROIJUD ALL SCUIPMENT INCLUDING ANTENNAS NET MDT— TOP A N NETCONTROL CABLES ABACOMPLETE SYSTEM GROUNDING SHALL OE EXECUTED BY QUALIFIED%ABLES AND COMPLIANCEWTH MANUFACTURER'S OPECIFII:ATIONS AND RECOMMENDATIONS REMEN IN Network Solutions (� A GENERAL GROUNDING NOTES 1 !SCALE. NOT TO SCALE AT&T SITE NUMBER: DXL06202 525 INDUSTRIAL GRAPEVINE, TX 76051 EXISTING 70.5' MONOPOLE GOD JOB #: 2025723 12 55872 02 NOTE ISSUED FOR IEI DATE Clan LESGPLETHAN I SEAICA MP h.,A,NO FlC OR DC POWER WCAK IS WITHIN THE SCOPE OF THESE DRAWINGS- ETER OWUNTERED.MF50PEQUIREDE AC OR CPOWERPRIORRD CONSTRUCTIONM E ELECT S RESP i1QIL TYN TO VERIFY THE MAXIMUM DEh AND LOAD ANDTHATNO POSSIBLE O VERLOADS NOU LD BE INCURRED FAR ANYAC OR DC ELECTRICAL WORK OF THE -BRING PANELS OR DS EE E Ar�ALIADTDO C STEN ORS Gy �NITHAANY 'NGRN CTEp ILLFIR THESE PRICED PUNPO&ES ONL`rDAC AND pCIELDIAGRA`NSCOPE CF WORR IBIS RELIC,L ADD FOR RE - I tP(T`Stlryya I NI IS Yi5EV HN T114,1.'.3 A "-1' -- ELECTRICAL SH'SIM TH,AU DER THE UNLESS THEYN ED RACCES UNDER THE DIRE TI��N GF A LIEENSED PRGFES—NAL E-INEER SHEET NUMBER: REVISION: https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":Vann","bc":"Permits","url":"/pi/","environment":"page''}},{"url":"/pi/projects/details?id=351281 &list=all","params":{"container":"#main"... 10/80 -MasTec Nexwoik Solutions MasTec '306 South Douglas Road. Suite 1100 Coral Gables, FL 33134 MOUNT ANALYSIS REPORT Chad Burton 520 South Main Street, Suite 2531 Akron, OH 44311 (614) 859-1,623 GPD# 2026723.12.56872.02 February 25, 2026 RECEIVED: 4/9/2026 26-001284 `AT&T` 525 INDUSTRIAL BLVD {;ELL 10WER MODIFICATIONS ANALYSIS CRITERIA: Codes: TIA-222-H & 2021 IBC 106 mph (3-second gust) wl W' ice 30 mph (3-second gust) wif 1.5- ice SITE DATA: 525 Industrial, Grapevine, TX 76051, Tarrant County Latitude 32a 56* 05.89" N, Longitude 97° 05' 58.30" W (1) 1T Modified Platform Mount To whom it may concern. GPD is pleased to submit this Mount Analysis Replotto determine the structural integrity of the aforementioned mount The purpose of the analysis is to determine the suitability of the mount with the proposed loading configuration detailed in the analysis report. Analysis Results Mount Stress Level with Proposed Equipment 69.7% Pass We at GPO appreciate the opportunity of providing our continuing professional services to you and MasTec. If you have any questions or need further assistance, an this or any other projects please do not hesitate to call Respectfully submitted, All 07111 Chnstophel I Simeks, P E. -5k,"al Comorat,on "d Texas i,ulpr 'Fjo J,,akan No 16477 2/2512026 .z- S-rht— Strc, et Suta 21: : Akron, 441r' GPD Gp, P,-a—,r —,,p—t— an CD I WA ,13 Mca,red Fr-- kl--st-'d— E,,� See Us I D -,E5872 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing mounts, are capable of carrying the proposed loading configuration as specified by AT&T Mobility and commissioned by MexTec. This analysis has been performed in accordance with the 2021 International Building Code based upon a 3-second gust wind speed of 106 mph, Applicable Standard references and design criteria are listed in Appendices A & B. This analysis considers reduced maintenance loads of 250 lbs concurrent with 30-mph wind speeds at mounting pipe locations (L,,) and 250 Ibs, at horizontal members (L,) as permitted by TIA-222-H Section 16.9. MOUNT SUMMARY AND RESULTS FNotes Components Cambug. % Capacity Results Face, Horizontal 72.0 156 Pass Standoff Arm (Inner) 720 19,0 P... Platform Internal Bracing 72,0 26.3 Pass Groton Support Angie (Long) 72,0 9.5 Pass Grating Support Angie (Shorh 720 25 Pass Come, Connection Plate 720 69.7 Pass Handrail Carrier Connection Plate 72.0 16.6 Pass Standoff Connection Plate 72.0 16,0 Pass Support Rail 72.0 36,6 Pass Pipe Mount P2,5 720 327 Pass RRU Pipe Mount 72.0 16.6 Pa.. Pipe Mount 72.0 420 Pass Mod Attachment Ann le 72,0 14.1 Pass Mod Support Angle 72.0 27,2 Pass Kickers 720 23A Pass DCP18K 720 50,8 Pass jj Mount to Tower Connection 72,0 101 Pass Kickers to Tower Connection 72.0 15.3 Pass RECOMMENDATIONS The mount has sufficient capacity to carry the proposed loading configuration The following modifications are required for equipment fit up: 1 The panels in position 3 and 4 are to be placed on 12) new 10.0'rong P2,5 STD (2,875" OD X 0,203 thick, ANT.16008) mount pipes. The mount pipes are to be connected to the existing mount pipe in the respective position using (1) new pipe to pipe clamp set (SroProl PIN. DCP18K, ANT.59951) per pipe. 2 The proposed RRU's and Squids are to be placed on (1) new 6 0' long P2 STD (2.375" OD x 0. 154' thick, ANT ANT 55993) mount pipe per sector The new mount pipes are to be attached to the existing Standoff honzontals using (1) new back to back pipe mount tSiteProl PIN: BBPM-K3, ANT.56902) per sector. 21:5 202, Page 2 �f 4 on CD (D I 08/£6 u!ew#,,:,,aau!e}uoo„}:sweaed„'„Ile=}s!I868Z65£=p!Ls!!e}ap/s}oafoad/!d/,,:,,Ian„}'{{„abed }uawuoa!nua „/!dl,,:,,Ian„`„s}!waad,,:,,oq „uw#,,:,,aau!e}uoo„}:,sweaed „/!d/,,:,,Ian„ll:,,a6ed„}#/dde/snno6�(wgann//ad}}y gOA -G. mNo�o 5 m'.U>m @m mvN =� oomO tAv mm.m O ^ @ m ^ g � 91 � "� o.Nmo. m+noro' ? � 3°' m3 °° � R t•�n N m�v; _ 3 D o Ds -n N � m o d O ° xi 3Imo_.° *mn Q,00 3 mmu,g m o 0 p o o O -DI- Rnm m _n fl m N 0 3 o m Q'CJ m .� 'x6 �mm 'Y3 m i o K O tR d Si _ 0 - d m N ` i ,gym Cno ma a 3 mm'=s m.Ra'o. m0 O o mDq, v O y o l .m2 XO C arom a3 m vm qR,K mo m4° m N:rom? o mj ac om.= o�^+ m �K m-Im m os - o� n -M •� ni O r. cr mR a O= p"R R 6 K -° �^ o o D � m R rn G7m �mN 3a, to ovm m° c N2m D DD NzNN_z zm� a �o- s- @ aanna!n s(y4d Wd 6Z:Zl '9Z/OZ/ti 08/ti6 u!ew#,,:,,aau!e}uoo„}:sweaedIle=}s!I868Z65£=p!Ls!!e}ap/s}oafoad/!d/,,:,,Ian„}'{{„abed � o�0 g65gs=o g j a_ ojG G) g 2 8 j �@a� mmm8G) cr °,��mro m e may, _< �. 33 m 0o Ica 3 m m _.:- �µm o no a- cmiv wa= ro+-m� t°om O 32a Er'm a'a'gl. ro a mcros°.mg aRm t m o n° o a- s Q. n�. w a ?ro A O m N 3 O N D 4 m-� °a�Q oYEF a m �*x�fl.m" m a o m E m'o w 'o m mm l m20.°° `° �"<- m'm m po. mv�-ao EF m va.m -,?- o cnoo FFa� oi°�'m mct°nffm am vram�. v, mz .�@m1E 3 �- vmm� cam mm°1 vm3 m 3 -3 > _ 3" A m m ^ a v�c o4.a� x coom Em n"^° ioro� ao� ymog m�" m o Z3 EF ur nc¢� m.o ° ama �2cr Ko°m . rma -• a s @ ., vmo m co n = N p O' � 3 '=.m� a �m�°i aEF�.o �.a,u� c=i yNn ymZc aanna!n s(y4d Wd 6Z:Zl '9Z/OZ/ti 4/20/26, 12:21 PM PDF.js viewer E https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":Vmn","bc":"Permits","url":"/pi/","environment":"page"}},{" url":"/pi/projects/details?id=351281 &list=all","params":{"container":"#main"... 15/80 4/20/26, 12:21 PM PDF.js viewer https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":Vmn","bc":"Permits","url":"/pi/","environment":"page"}},{" url":"/pi/projects/details?id=351281 &list=all","params":{"container":"#main"... 16/80 4/20126, 12:21 PM PDF.js viewer https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/',"environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all","params":{"container":"#main"... 17180 4/20/26,12:21 PM PDF.js viewer TIA-222-H; Mount Analysis Loading 55872 - HWY 114/INDUSTRIAL 2026723,12.55872.02 Struciureinfarmadon Cod. T.p.g.pW,, Mp- ICEdt- X11 72 11 is Jost Section Sets PM ice k. Output Seismic Output .. ...... fc : _ ttti ca Xor +s 5-0�xre(Rec cW E.,2 i- it I's i �I il narfGrm —s At,gi, -"1 icC 11 1 1. 1 2 �c 1d 1 6 'El 0 il lt-- AI& f5l.sll 12- il .2 4 ul- It, zi 17 Is 7 12, 11 lN,10 2 P.H . 11 7— 2,38 .1 1— s. L 21JOi -21 1,) 1 M -1l. —1, 1 AI,! 13: 1iC iO4 APFurcenanres Shielding Na lce Ice Output Seismic Output '1­ Ir W, 0. - , i—, 1:1' 71 72 138 63.3 112, 1-14 2 -4 11 t]rJA 1 . 72 1� aQ I f" i 13 9•� 11 1. 11 .6. -27a 4 1 c is 0` 1 2b! 71 1111 2 s 11 's, .21 111 11 — 11 11 1 TX 17 111 11 Ytl1, 1 1 s 114 1 � - ? 1,i "I — I ;'3l —Z 12`1 s .2. 3 I :1 7� 52,32 I- ii i 2 -71 Isl It,' X, 4s 10 11 11 't, !L3 i" 262 1 -C s, i. 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Wind speeds correspond to approximately a 7% probability of exceedanoe in 50 years (annual exceedance probability 0 00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2 "i, - h, , IN " j PoQ* I f I Do 4/20/26,12:21 PM PDF.js viewer E ..a 2 )>\\%,2 \ \ / \ \ \ \\ W 2 \\\ �� \<.&Z\.y >« § \ \: �� , E (D (D z:: _ \) \ > \ \| \\Izj\\ \ \. \ y: 81 E 2.E })\a== „ 3 4 SOB U) .4 U; https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"Il,{"url":"/pi/projects/detaiIs?id=351281&Iist=a11","params":{"container":"#main". 43/80 08/t7t7 rqZ Hill him of MW a now s g V w h Itsa I E n % o 2 gigR, 5 willag181— f A Ai NO —1 A No- M-g, K11- FMV 111": low 41YARKS, 19 !jilt kit 11.4al 2 291 W 1 tag aye R a ° ® s 9 /\ \q\/\ lay 0 a IS ARM l IN galls -11 !oi40 P o -"S 1M I \ \ � // \\\} 4. legal U: Ono gQ Ph— MAO *P411 00p; M- Hog E gig& I 01J§ !ag Not__! R 5 z too, Jamay SQGCJ Ad IZZI JV0Q7 RECEIVED 4/912026 26-001284 "AT&T 525 INDUSTRIAL BLVD CELL TOWER MODIFICATIONS B-a-T GRP Date: April 01, 2026 B+T Group 11717 S Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co -Locate Site Number: DX6202 Site Name: HWY 1141NDUSTRIAL FA Number: 10011197 Crown Castle Designation: SU Number a40235 Site Name: HWY 1144NDUSTRIAL JOE Job Number: 2182797 Work Order Number: 2479412 Order Number: 738306 Rev, 0 Engineering Firm Designation: B+T Group Project Number: 26-002136 Site Data: 525 INDUSTRIAL. GRAPEVINE, Tarrant County, TX Latitude 32156'5,89", Longitude -9715'58.3" 70.5 Foot - Monopole B+T Group is pleased to submit this -Structural Analysis Report" to determine the etrUCtUmJ integrity of the above•rrrentroned tower. The purpose of the analysts is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress evel for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity This analysts has been performed in accordance with the 2021 International Building Code based upon an ulbmate 3-second gust wind speed of 106 mph, Applicable Standard references and design criteria are listed in Section 2 - 'Analysis Criteria' Structural analysis prepared by: Trevor Mills Respectfully sutnufted : B+T Engineering, Inc COA: F-9623, Expo . : 131,2026 7 h& I fit, Chad E. Tuttle, P.E. th,Tiviser Report - version 8.3,12 4/20/26,12:21 PM PDF.js viewer 4 E' iSrN M W 'o. 2 go 0 <H W xq rx M .S I W z < z z https://web. myg ov. us/a pp/#{"page": [{"u rl": "/pi/", "para ms": {"conta i ner": Vm n ", "bc": "Permits", "u rl": "/pi/", "e nvi ron ment" : "page"}l , f'u rl " : "/pi/projects/detai Is?id =35 128 1 &Iist=all","params":{"container":"#main"... 46/80 April 01. 2026 70.5 R Mannindo St.—N.1 A-ty,. CCJ BUNo84O235 A'qcd N ho, 26-002136d Owlet' 738306 — Rpm 0 Pad" 3 1) INTRODUCTION This is a 70 5 ft Monopole designed by FVVT INC 21 ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: 11 Wind Speed: 106 mph Exposure Category; C Topographic Factor: I too Thickness: 1 5,1, Wind Speed with Ice: 30 num Service Wind Speed; 60 mph Table I - Proposed Equipment Configuration Center Mountie g Line Antenna Number Feed i �qmb.,j a Level (fit) Elevation Manufachrrar Antenna Model of Feed Line marine. Lines Size (in) 760 3 Furman AIR 6419 B77G 2024 6 Commscope JAHH-65B-R38-V3 3 Conaniscope NNH4-65B-R6H4 CCIV2 3 Er,csson 4890 B25 B66 3 Ericsson RRUS 32 B30 3 Ericsson RRUS 4478 B12 74,0 3 Ericsson RRUS 4478B 1 4 730 3 Ericsson RRUS 4478 B5 8 718 5 314 1 Payout) DC6-48-60-1&8C-EV- 220505 4 3/8 2 Raycap DC648-60-18-8F I Nevado DC9-48-60-24-8C-EV 6 1 Off Long 2,5 STD Mount Pipes 710 3 6.0'Loing 2 STD Mount Pipes 1 13ft Platform Mount [LP 602-1_KCKRI 720 3 Ericsson AIR 6449B77DC-BAND CCIV2 1 Andrew VHLP2-18 670 65.0 1 Dragoni AIRPAIR ODU 2 3/8 65,0 1 Pipe Mount [PP,1 602-11 1 Andrew VHLP2-18 67.0 63,0 1 Cambium Networks PTP 800-B 2 3/8 630 1 Pipe Mount [PM 60 1 - 11 Table 2 - Other Considered Equipment Center Mounting in of JA'ruer,bi � Antenna Antenna Model I Feed �Number� of Feed Line Level (ft) Elevation Manufacture, Lines Size (in) 60,0 2 ycap RXXDC-3315-PF-48 58,0 6 Andrew SBNHH-1D65C 2 1-1/4 59.0 3 Samsung Telecom MT6407-77A_CCIV2 tuxTower Report - version 8.31.2 Do oq/qt7 6qZ za > z r aU- FIE, c F r y <cc ET m oc 5 Z 5 0 > Nl Is V @ & 6ga I&B 3 w z ET > mn Ca u tE 1. 5 a > 5E- ro 3 ;o x VD K x m m .1 o oR EF K 77 !D c 0 z HR JGMGIA S.I'J(]Cj Vqd 6Z:Z[ '9Z/OZ/i7 4/20/26,12:21 PM PDF.js viewer � J 72/ �2lZ2 \ { \ 6 E c cc 9 W Z5 § o -4 E B U < E 0, 8,2 o c E 3 o E e \ \\ \ -1*E 9j iZ�` cj N N a . https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"Il,{"url":"/pi/projects/detaiIs?id=351281&Iist=a11","params":{"container":"#main". 49/80 dd-- I "'. t,0,6 Ok" OC6 oldi0k, - \j,16 vtz 197,10-tiv 4/20/26,12:21 PM PDF.js viewer 6 z https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}l,{"url":"/pi/projects/detaiIs?id=351281&Iist=a11","params":{"container":"#main"... 51/80 Oq/Zq ... 68Z Elevation (it) --------- -- - -------- ---- ----- -- -------- ------ -- - - ----------- ----- --------- - ----- ----- - --- --------- -------- - - ---- ------ --- -- ------- --- ----- - - --- ------ is O --- ---- ----- '777-77771 m x ------- - ---- --------------------------- ------------- ------------------ ------------- O 0 - -------------- --- --- -------- -- - ----- ---- ------- - -- -------- -------- --- ---- - -- ---------- ---- ---- --- ----------- - -- ---- ----- AL JGMOIA S.I'J(Icj INd 6Z:ZL VICIZA7 4/20/26,12:21 PM PDF.js viewer - --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- ------ - ------------ ----us i=----- -------------- - -------- ---------- - ---- - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - : ----------------------------------- ------------- --- ---------------------------------- ---- ---------------------------- ----------------------- --- ---- -- --- ---- ----- ------ -- - - - -- -------------- -- ----- -- -------- ---- (4) U01jeA813 'U- 07 https://web.mygov.us/app/#{"page":[{"url":"/Pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}l,{"url":"/pi/projects/detaiIs?id=351281&Iist=a11","params":{"container":"#main"... 53/80 4/20/26,12:21 PM PDF.js viewer (41) U01jeA819 https://web. myg ov. us/a pp/#{"page": [{"u rl": "/pi/", "para ms": {"conta i ner": Vm n ", "bc": "Permits", "u rl": "/pi/", "e nvi ron ment" : "page"}l , f'u rl " : "/pi/projects/detai Is?id =35 128 1 &Iist=all","params":{"container":"#main"... 54/80 vet 1-126-002136-HN/Page '(n.vToli Y 114 INDUSTRIAL, TX(BU#840235) 1 of 18 B *7 Group Project Date 15:263504/01,26 :lt. Client Designed by n:u -.rvl sr-1 ,u Crown Castle ' i RAITHAI Tower Input Data The litter I, A ae n jI, 17nia to —I ns dasigned tiring the " TIA-'-H,tand,nd fht tblLncmg drxipu crin'rin apply; I'o—, r; ha'med ut Larreut { ountp, 1 etiae. T— , ba: e zlet•ntiun ab... sea 1-1: 667 UUU Illte"i, t\'idd speed of 106 nnph. Itl.:k C'utcgmy 11. 7.xposnre C ategory C, Si nph ied Tnpugnlphie Faeroe Pw<edurr to,, didspzza-up cafcnlotwns i n,zd. 7 r,pngraphic Cawgurv. 1. L7ea1 Herght0,000 Y. Nonunal ;Cr thlrli—, of L. W in. he Ihirknc•,a ix con:a,iarccl ht uicrcave a•uh heiutt 1, dentin'.*f A it rnd spzzd of 30 mph Is used rn eombulahun n tth tee "Ienlperunu't•Jrop of'0'01U F, Deflection, calcnl"I'd usiug a Arad speed nt 60loph. I IA-222-H A nnez S Non -Intro; IP-dehal analysis -I, uezd. Pre>vurra am cghvlaud m eai h section. S,r"s rat" n'sed ur pule destgu is 1. 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Fyz75 ksi, F.- LOO ksi) on 46" BC Put = 100,2 4aPn t=243.75 Stress Rating Vu = 1.64 pVn = 149.1 39.2% Base Plate Data Mu = n/a (lrvo = n/a 52" OD . 2" Plate IA633 G, E; Fy=60 k., Fu.-70 W) Stiffener Data N/A Pole Data 39,683" x 0 25" I&sided pole (A57b65; Fy=65 ksi, Fu=80 ksi) COplate - Version 5.1,5 Base Plate Summary Max Stress(ksi): 14.3 (Flexural) Allowable Sties, {ksi): 54 Stress Rating: 25.2% Analysis Date: 01-04-2026 to (D CD 4/20/26,12:21 PM PDF.js viewer Drilled Pier Foundation CROWN BU # ; 840235 CASTLE Site Name HWY 114/[NDUSTRIAL,Ti CC Order Number: 738306, Rev# 0 TIA-222 Re'l on: A Tower Type: Monopole I Apply I IA-222-H Section 15,5: 11 NIALI Soil Lateral Check compression uplift lnp,i Lic—e Lceff,s f0s, Aci-6 omp. Uplift 2_-, 111 II'I- Toql 559 1 - "'c", momentmomentc,.P.I.. i Moment (kip-ftj 788.671 .it 7 F, .cterIl 2289 snow: rfi.-, l7p, Axial Force ikips, 1 2 Max(kip,ft)l 850,72 - 55 1311- 111-1,10- 11,ifild,111v CI Meniret I Shear Force (kipall 13, Rating* . 1 55% - 0—,de CT-.$ Dep. 5.11 Vertical Check Compression Uplift GO to Soil M 1=9-um =M00=0 Skin Friction iki ps�3, . 6(1.4,.,12, Cancrete MStrength. fc:1 31 ks' End Bearing (kin' Reber Strength, Fy i 60 ksi We�Rht of Concrete(kips) 130.84 I Tie Yield StrengthFvtA 401 ksi Total Capacity (kips} 1264.12 - Axial (kips) 151.39 Rating' 11.4% Depthl 262 1ft Reinforced Concrete Flexure Compression Uplift 1 Ext. Above Grace 0-8 ft Critical Depth (it from TOO, 5.53 Critical Moment Capacity) atlop-h, Pier Section I 850.70 - from (� if a1")vv 1981.73 Pier Diameter) 61ft Rating*l_ 40.9% Reber Quantity 31Reinforced Concrete Shear Compressron uplift Pear Size. 6 I [ Critical Depth (ft from TOC}I 1825 Clear Cover o Ties - 31irr Critical Shear (kiml 83'15 ( - I�e,4 Critical Shear Capacityl 37268 Tie Spacingl in 21.2% ["I F .. datice Rating 40.9% 11 Interaction Ratin4*1 11.4% 'Rating per TIA-222-H Section 15.5 1 Groundwater Depth 1 24,5 1 # of Layers Aegis at � Calculated Chul:r:�dle Flitimers, Skin it "a' Ultimate in fablarin _r. Ciehp�, Soil Type Top Thickness A ci$ It UpliftS Skin Bearing Layer sort— ftt) V- Y-- Cohesion Fn = . SF7 blow I (apo riction (ft) (ft) (Per) (kf) (degrees} Friction Comp Friction Up 0-'*" Capacity Court - — gre. (kirf) _ (ksf) Lksg M.nrd. (ksg (ksf) 0 2 1 , 2.5) IFO 150. 0 _ qI O�000 0.0001 iu-.) Cohesionless 2 5 0.51 125 150 0, 0) 0.000. 0.000 Cohessonless 3 3 81 5j 125 150 15 1872 1111211 1'4_ 192 Cohesive 8 24 5 1651 130 150 1 4021 0�000 0�0001 1�92 1 .92J Cohesnariless 5 24,51 25.21 O�71 67.6 P 6 01 42I 0000 0.0001 1.921 1-921 31.123631 Coneasionless Version 6 4,10 https://web. myg ov. us/a ppi#{"page": [{"u rl": "/pit/", "para ms": {"l i ner": "#m n ", "bia": "Permits", "u On: "/pi/", "e nvi ron ment" : "page"}I , {"u rl " : "llpi/projects/detai Is?id =35 128 1 &Iist=all","params":{"container":"#main"... 77/80 WA liNSCE ASCE Hazards Report Address: Standard: ASCE/SEI 7-16 Latitude: 32.934969 No Address at This Location Risk Category: It Longitude: -97 099528 Soil Class: D - Default (see Elevation: 666.9035196315943 ft Section 11.4.3) (NAVE, 88) Wind Results Wind Speed 106 Vmph I 0-yea, MRI 74 Vmph 25-year MRI 80 Vinish 50-year MRI 85 Vmph 100-year MR[ 91 Vmph Data Source: ASCE/SEI 7-16, Fig, 26,5-16 and Figs CC.2-1—CC.2-4, and Section 26,5 2 Date Accessed Sat Mar 28 2026 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 exceedanoe in 50 years (annual exceedance probability 0 00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2 hI i I, - --h, , IN ", PaQ* I of 3 4/20/26, 12:21 PM PDF.js viewer .v a Q O N t1 c @ o o o ^w w� WNy _ o vaF=aau.�ti w m 0 UI N U p o_ If, v RE https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=351281 &list=all","params":{"container":"#main"... 79/80 o/R09 - r2!«=p -XI « y -15, - -- /7)) - _,.-__ its ^ ©to \ mowsa 1 N a : -:_ _ -VIS - =la±;}! !! ` _ ° :`^ -_-05 \\(}/ \} ( -\wSp <log QWON '-`R1 \}/}}) / \��}\-\\R`� S d\�\/\ -- - - - all, Zgtqq \ d / � oA & - \/\ /\ /\\ \\\\ \ \ AU -- \/ \/} Rag (man, / ASH g n J / \ HIM WEE& it-to/- .y§: , a_@ SQGCI Ad IZZIJTz0zz#