Loading...
HomeMy WebLinkAboutSPECIAL INSPECTION PLANr ` ETS ENCINEEREn TOWER SOLUTIONS. PLEC. To: Ed Roseberry St. Lucie County Building Department 2300 Virginia Ave. Fort Pierce, FL 34982 Site Name: Relay Tower FL Site Number: 5080 Permit #: 1609-0243 General Contractor: TowerCore Engineered Tower Solutions, PLLC (ETS) October 4, 2016 SGANNED BY St. Lucie County Special Inspections Letter — Relay Tower FL To whom it may concern, This letter is to inform you that ETS performed special inspections on this tower site on 9/15/2016. ETS performed a site visit with a two man crew, climbed and inspected the tower per the ATC modification drawings. If you have any questions or concerns regarding this site, please do not hesitate to contact us at (919) 782-2710. Sincerely, `%`eoaoir¢ao®g� �d°a�<G�G E f�FS 8�s s® m � g Nau o. 74261 ` d F. Geoff Bost, P.E. 2624 Leighton Ridge Dr. Suite 100 Wake Forest, NC 27587 Office 919-782-2710 www.engineeredtowersolutions.com �* Tower Solutions Engineered ETS 269 (919) 782-2710 Leighton Ridge Dr., Suite 100 (919) 782-2495495 Wake Forest,NC 27587 ETS # 162128 \gtVbbNe. vuC. , TOWER -POST MODIFICATION SPECIAL INSPECTION GUYED TOWER Relay Tower 5080 PREPARED FOR: A ERICAN 1110 V IV LORtORAi'ION PREPARED BY: Tarma Fontaine Project Manager Engineered Tower Solutions,PLLC DATE: October 3, 2016 ETS SI REPORT SUMMARY 'o`ra CLIENT: American Tower Corporation DATE AT SITE: SITE NAME: Relay Tower ATC PROJECT#: SITE NUMBER: 5080 TOWER TYPE: ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: Port Saint Lucie, FL 34952 WEATHER: LEAD: Geoff Bost, P.E. SUPPORT: PROJECT SUMMARY: Thursday, September 15, 2016 11898410 P5 01 GUYED TOWER 200' Sunny, 89°F, Wind 2- 9 MPH Tarma Fontaine Subject: TOWER -POST MODIFICATION SPECIAL INSPECTION Location: 1480 Dyer Rd., Port Saint Lucie, FL 34952 Lat:27.32451°N Long:80.31124°W Structure: GUYED TOWER Purpose: The purpose of this special inspection report is to ensure that the proposed construction and or construction activities have been completed and undertaken per design and meet all required Codes, Specifications, and Guidelines. PARTICIPATION PERSONNEL ATC Representatives: Jerry Gore ATC Construction Manager (CM) Florida (678)357-0681 Engineer of Record: William Garrett, P.E. Chief Engineer ATC Tower Services, Inc 3500 Regency Pkwy, Suite 100, Cary, NC 27518 (919) 468-0112 General Contractor: Tony Sloan TowerCore LLC 11500 Balm ack Blvd., N. Odessa, FL 33556 (813)417-3747 SUPPLEMENTAL INFORMATION Appendix A - Special Inspection Checklist Appendix E - Cold Galy Verification Appendix B - Modification Drawings - As Built Appendix F - MTRs Appendix C - FOR Approval Email Appendix D - Certified Weld Inspection ET7SI REPORT CHECKLIST W(yINPEMpTO•WEF iT,ONC. V4LL:. CLIENT: American Tower Corporation DATE AT SITE: Thursday, September 15, 2016 SITE NAME: Relay Tower ATC PROJECTM 11898410 P5 01 SITE NUMBE 5080 TOWER TYPE: GUYED TOWER ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: 200' Port Saint Lucie, FL 34952 WEATHER: Sunny, 89°F, Wind 2- 9 MPH LEAD: Geoff Bost, P.E. SUPPORT: Tarma Fontaine PROJECT Subject: TOWER -POST MODIFICATION SPECIAL INSPECTION Structure: GUYED TOWER Inspection Approvals: TOWER -POST MODIFICATION SI GB/TF Fit -up of materials GB/TF Material grade, shape, fabrication, placement GB/TF Verification of proper material coating GB/TF Structural weld verification N/A Structural bolting / Expansion bolting verification N/A Guy tension verification GB/TF JFull installation PHOTOETS SUMMARY n .;a, v..ad ,:.eti qd3 q:. S � a .°: • €`::.a •^°� ,.a ✓ ,4s vnfy.°< CLIENT: SITE NAME: SITE NUMBER: ADDRESS: LEAD: TOWER -POST American Tower Corporation DATE AT SITE: Thursday, September 15, 2016 Relay Tower ATC PROJECT#: 11898410 P5 01 5080 TOWER TYPE: 1480 Dyer Rd., TOWER HEIGHT: Port Saint Lucie, FL 34952 WEATHER: Geoff Bost, P.E. SUPPORT: TION SPECIAL INSPECTION LtUI'1zil1 200' Sunny, 89'F, Wind 2- 9 MPH Tarma Fontaine Item Description modifications are within conformance to the modification documents provided by ATC Towers Services, Inc., ATC Project Number:,11898410 P5_01, Dated. September 2, 2016 with all deviations approved by the EOR. ETS CLIENT: American Tower Corporation DATEATSITE: SITE NAME: _Relay Tower ATC PROJECT#: SITE NUMBER: 5080 TOWER TYPE: ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: Port Saint Lucie, FL 34952 WEATHER: LEAD: Geoff Bost, P.E. - SUPPORT: APPENDIX A SI CHECKLIST SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPECIAL INSPECTION Thursday, September 15, 2016 11898410 P5 01 GUYEDTOWER 200' Sunny, 89°F, Wind 2- 9 MPH Tama Fontaine MODIFICATION INSPECTION NOTES iHESPECIXINS9EC110N 04B.GCEOWE ISIMENOED FOCO.EMS IMAF CGROUGUSTIMNµDI.I.I.Em. MEETS ENGINEEMNUOESIGN.AIC PROCEWRISµDRIC EIµDA%14PEC11MADIRSEBRLMREIESSIO'AtiN SITES. 10 ENSUNEUUI IREM.NG MENISOE UlfG MOREMEL0IB11.1NA1 1NCUENENKCONI.MRSUDINE INSPECTOR OFGINCOMMUNIGAGWAND C00ROINANU0 SWNASAPOISRECENFOFROMMIEPoWITOWER CORPOMTIONIATCI.I FISEKPFCTEO NWIFACHEWR MPA,MOILRYELN REACH OW f IMPTIFR Pµ1Y IF CONTACT IMORMAIION ISNOT MIOKH,COMACTYMG MUMMANTOWERPOINTOFCOMACT. SPECIAL INSPECTOR THE SPECIMWSPECTORISREOUROITO CONTACTME OEXWN-CONMCIORASS08NA MCbNNOAM FROMATC, UPON RECENIN IAMPROMATO THEyECMLINSPECIORMAMIMMUMMUSI: • HENEWIMAIXIUREMEM90FTNESICHECMIBT. • µY CONCERNS YAM THE SCOPE OF VAIRK OR PROJECT CONMRMEM MUST RE REUYEDTO LIEATCPoINT OFCONTACTIMMEOIAPLY THE SPECIAL INSPECTOR IS REEPONMDLE FOR COULECNNO ALL GENERSL SONRNLTpt MSPECRONAND TEST PRIVATE. RMEW NOTHIME DOCUMENTS FOR AwENENCE iOCONIPACr rRICIMFM$, coFllIVC11NO nswBMIS INSPECNONEµD SUMMING THE EI IMPORT lO ABDOMEN TONER CORPORATION. GENERAL CONTRACTOR THE GENERAL WNEPACIOR IS HINGRED TO CONTACT THE 611NSPECIORAS SOONAS RECEMNGA M MR ME MOPFIGATION INSTALLATION OR NRMLEY PROJECT IRA, ATA MINIMUM • REMMINGUREOUIREMEMSOFT SICISCRGST NORKWMIHESIMOf.V ASCME ETOCONOUCYONMTEINSPMflMS.11.'UUOINGMUM ON INSPECTONS. THE GENERAL WMR UCTOR SNiLL PERFORM µD HECOHD THE TEST 4N INSPECTOR RESULTS IN ACCORPWCE WICH IRE PEOURGIFNTSOF THE NCHECM.IST. SPECIAL INSPECTION CHECKLIST -_— � MSPELTION LESTIN6 RFSPON51®plY IS... REOURED INSPECTION EMERGENCY MSPECl10NLOCVXEM DESCRIPTION REOMHPO PREC% DUIUNG GII PoSi C% PERIODIC CONTINUOUS OMUMENTANONANDMLENSIi CO MMMOYANAT PI DWP MINSPMG MRMUN 0.'ATC AND DINER SPECIAL IXSPLC110NfIELO WMKeR(PON ...IMIIANHOMRISDICUUN.INWECNCt4PAPPMETEMMFOLWWATMSG WDWP FICAIMNFORWPELEGS NEH ✓ FOYCH SAPS, MINISTERS ASSEMBLY MUVANG9 GO BOOST DPAYANGS IRA 81 FOR INLL030HIN BI REPURI AI CC •o" NIRAHOORM ILL CERTIFICATIONS FOR SLEEVED AUIGRIMSCC"U. SNPKY M WRi REPORTS TO OE INCLUDED M U J FABNCATED MEGREL. MRSHCANCN8 PRECO. REPORT NIMN REDUREDBYAIC � REFLECTION AND REPORT OFSTRWNRAL MEWING PERFORMED DOING PROJECT COMRETEOBYA GAS MID INCLUDED ✓ GCJTA J J J J CERTIFIED MELD INSPECTION WMIN ISREPORT NSUAL OBBERVAGONµO APPROVAL OF F01NCAPOR EXCAVATOR, BERNS NACEMENT. CAflNGIEHORMOFONL4NG FOUNDATION INSPECTIONS VWFIGDON PLACEMENT. AND ANCHOR TEMIUTFAND MOVE P1ACEIJENT � TO BE SI A ENCRMPOSEEM CONCRETE FOURN M YI DCCUMENIEO IN THE S REPoRI ANCHOR, WON ANCHNNOR MUM PULLOUT TEST MLL TEGTING OF INSTALLED MCHORB TO BE CONIPIETEVAHC WCUMENIEUIN V REPORT GUYS AI AI CONCERM MIX DESIGN, SLUMPTE91', COMPRESSIVE TESTING, AND BV.OYE GNTl1EMIq LECHMOVESME MSG PROMISED CONCREIEINSPECIIONeVERIfIGTMN FORINCWMON IN THE LREPSET. MBNALLVG FYCONCREIEPIACFM MRFOIYRFDMIHEOELGNWCUWOR LCl. J AI pN9PEClION FNEOUENCY19 M4ME000N11MgU51 _ WAIWAOPUCEME.CXORBOLTFMBEDMENT.EPo%YIGROUT µGIOR?AREMBEOMEM.HMESIU. %YMRO T*LANDIXSTALUTWNSWJ KWRIREDWY SIµDIMLDND lylM INSTAL INPUE MREMEW BASE PLANT GROW RREECOMAWNACATION SASE PLATE GROUTING TYPE AND P1ACEMEM SMALL BE COMPOSED BY INS pµD M0.MEDIN THE EMPORF GCIM ME J ONGUTAT10N. FlLLSLOPC. SEAMANS OTHER WTMAONKREONRENFMSPERPUNSSINLLORVERREDWPM $1µD _ EARTNVAIININEI'ECDONBVERIFlpDOx INCLUORDINIHERAR4➢pR ROTA CONTCLORMLLLµFNOEM LPROVMEINGEPIHIROPACTYCEN11FIMINSPECTONMCIIPRO MBTUTRE.SFM MOMPnITONIEBTOFSOLGINPIAFETOASTMSIANMWOS 4CILA J J COMPACIIONSEPS CAIMN C ___ _ __ _ OC SNALL FESUME DOMMENTADON SHOWED MAT THE GROMISHO SYSTEM 51VLL 4UVEA MEAGUPEO REOMPHCE TO GROWING TESTING 8 VSBSG0MN IHEGROUNDOFWTNARETWHp1ERECOMKINDEOt001M9.PMTIEMCCMSIMICDONSPECIFICAMMUMEA LC SECI ION 2.15 TMSDOCUMEM'MION RUST BE AN INOEFENDEMCEATFIGIMN, SWAT OOSEMAIION PJN APPRYVAL OF STEEL CONSTRUCTION TO U PERFORMED BY TC S. INGPECDON TO INCLUDE STEEL COXSiRUOiIONIN$FECIION6VERIfIGTON VERIftGTIONOFNMCONSMMTIONORMODIFICATIONOFEXSTNOCMWRUCTIONPERENGINEEREOR . SGUNLED Me51 AI AI VCHTELATION SMLI W INCLUDED IN N REPoeT. ONSIM GOLD AMVµ1ZIM)VFAII... &$HALL VER 4Y MAIN GC ALL COLD CPLVMIUDONTYPE AND AESICATONµD INCW[E SLUMFUR IN BI REPORT ME OC 11 TI OC GRULL PROVIDE IN ENOENCE OF PROPER GUY I BYSIGNINO EN D TOKEN PLUMB REM PI 81.1 VEHEYµD � GC GUY WIRE UNSICMNO B TONER ALIGNMENT REPORT IM:WDE KUMDµD TERRION REPORTING INSI REPoID. GC MULL SUBMIT'AEDOLP DOMINOS INDICATING ANY MPNWD CHANGES TO SWIMMER, PLANS To MR GC GOAS-0NLT D MW.WB WM CONETEMPON RECLINER PPPROVALREVIEWANDBNGUUGYMMPGPoRT ME Ai Nµ CNLiCM'MXGS `MIH WSPECDONREPNJES(A4 REOUIHEDI NSNML SUBS! VASUUILT DIWWNGS INDICATING NIYMPROVED CWMGESTO ENGINEERED RNRS IMTMN 9 REM" TUIrv5FECTON GI CHUM, COMPLETE II&IWF.CTION AND PRONCE SEPARATE M INSPECTION DOCUMEMAUD TOATCCM ITEMBFNNNMIM.I.NB-EEWR1N0 1HOTOGRAPO EVIDENCEOFUMPT INSPECTIONONSITEETEE � J RtlTOGMFHS FOLLOW WLO F6INUUD[DNiL111Ni11ESI RLWRT. COMMETE PX0TO L0015i0 (E9UNAIRFD WTNN&REPoRI. TOWCIS WIS. SPCUMINSPECTMNSµEIMENWDTOBEAC MORATNEEKOUBEIN£ENGCµDM.M1ENMRPoSSIBLEGCISIGPRDNOE9WMPMIOWOOROIHERACCEP'IM EVIGENCEGEFPOKRINSTAWTONIr FE CINSKCMINFREOUENCYISALCFfTAB UEGCM99S VNRKTOWMMISEWNNMOFW PERCONS MEONA UMITN NUMKROFEISNEMSR MOUE, TABLEXEY:..__.___...._................................_..._........._....._�__— M.ATCAPPROVEDSPECIALUTECroR CA.COA51NLICIION W.GENERAL CONTRACTOR GM -CO ..CO..41R ` TA.SHOPµTYiESIMGAGENCY MC-MICFPCAR OMERCOR NlNRON CLIENT: American Tower Corporation DATE AT SITE: Thursday, September 15, 2016 SITE NAME: _Relay Tower ATC PROJECT#: 11898410 P5 01 SITE NUMBER: 5080 TOWER TIDE: GUYED TOWER ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: 200' Port Saint Lucie, FL 34952 WEATHER: Sunny, 89°F, Wind 2- 9 MPH LEAD: Geoff Bost, P.E. SUPPORT: Tarma Fontaine 4►111KV, MODIFICATION DRAWINGS - AS BUILT SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPECIAL INSPECTION oE�mm AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468.0112 COA: 9053 5080 - RELAY TOWER, FLORIDA 200 FT GUYED TOWER MODIFICATIONS Towercore 10.3.2016 Tony Sloan Redlines PROJECTSUMMARY PROJECT DESCRIPTION SHEET SHEET TITLE REV. ATC PROJECT NUMBER: 11898410 PS Ol CUSTOMER: OPERATIONS CUSTOMER SITE NUMBER: NIA CUSTOMER SITE NAME: NIA SITE ADDRESS: 1480 DYER ROAD PORT SAINT LUCIE. FL 34952 DATE 09101116 REVISION: 0 THE MODIFICATIONS PRESENTED ON THESE DRAWWGS ME BASED ON ATC ENGINEER RECOMMENDATIONS DATED WIENS, &1 BILL OF MATERIALS 0 IGN IBC GENERAL NOTES 0 SIC SPECIAL INSPECTION CHECRLGr 0 A4 TOWER BASE MODIFICATION DETAILS 0 A-2 STIFFENERAND PLATE INSTALLATION DETAILS 0 F-1 STIFFENER AND PLATE FABRICATION DETAILS 0 --- _------..__ --------- GENERAL 1. ALL ft. BE DE WMPLETEU ft. ABILCATIM LO:ASTAIE. 1. CODES AND ORDINATES& THE COMMCYOR IS RE5PONMEME FOR OOFNF'IM1G AND ACTING BY ALL REQUIRED PERMITS, $. ALL VN RK IM GATED ON THESE OMINNGS SMALL BE PEPSOgM W SY QUALIFIED CONMACTORS EKPERIENL ED IN tGMR AND FOUNGTION CONSTRIIGIpN. 1 THE COMPKTOR ENALL NOTIIY INS ENGNEEROFRECOROII.INEMAI BUY M ANY INSMILLATIONIMTIMPERENLES. ALLNEWNARK&l4LKCOMMCMTCLESTING BON IONS.WMA.N01 SPEUFICATI.ANW QLABIYNNOSGNALFMLUW SIMIVAOETYLSFDRTBSJ00. A ANYSUSSRIVTIONSMArCDNFORMT011@PEWIRFNFxRSpi INESE NOIFb ANO SMALL BE SUEN9,AR0 SFg19 ENGINEER OF i0 FOR REMEW ANDA111U110N3 SMALL BE EVOMRTNI iOtHE ENGINEER OFPELORp FOPFF.NEW INOAVPROVX PWdiTO FABWCAl10N. S ANY MANUFACTURED BEIUM ELEMENTS LUST COWDEN M ME REQUIREMENTS OF INDOGS OIESAVG 9FECIFICADONS/WT ENDIADRE&MNQ IO Q..SibNN. THESE DESIGN ELEMENTS MUST SE STµ1PE00V AN ENGINEER PRSF85NMRLLY REG I STEREO IN THE STATE OF DE PROJECT, AND SUBMINTE➢TO IF. ENGINEER OF RECORD FOR APMONNAL PRIOR TO PASTRAMI. S ALL VARKSMALL BE OOK INACLOROPNCE YAIN LOOLL CODES AND GETAGFFTY REGWATIONS T. THE CON TRACTOR IS RESTERS SHE FOR ME CE9GN AND IXECUIIO N OF ALL .IRQQNLAMBAS SHOWN' WNCWO.IF.MPDXMY SUFMQ IS E TO NECANNANY. FW TIMI.AhEnf, TO PROVIDE A CONPFIE AND STANS STANCTNE A9 LAN N TIIESEONAMNOS S. CO N IRACYORS PXOPU SAN INSMLLAR O N SMALL NO I INTERFERE, NOR DENY ACCESS TO. ANY BAD $ B. OPEMTWNNAND DAYS' CONWDIEM. STRUCTURAL STEEL 1. ALL OETNMNG FASRICATIONNA ENECTION OF SWUNTL AL STEEL SMALL COW W TO THE N EC 44CIMCATDNS, LATEST BUT IION 2 ALL EXPOSEDSTRUCTURAL STEEL NEMRERS SMALL BE MOTDPPED GNVANRFD AFTERFABRIGMMEBRASTMAIII G POSEDSTFLLIIAWMMEANOANGOR BOLMSXMLREGALMANIEEOPERA9MAISBORBDJA S ALL "I SMALL STASH AG6W EQLNV LENr.MHIQoEWG LEY1CF,lMlF99 WTEDONERW.SE. 1. FIEWMTEOGES.EMKONLLEOMLES$HAILWGR SMOOTH 5 ALL FIELD CUT SURFAQW, FIELD DRUMMER HOMES SGNOUNB SUSKE3'NEXE MISTIWMNTOROMVAMMYlONREMWALN REONRED&4 MREMFTO WM(npRU OCOATSOFMGHNLITEGOLDGYVANTNOCOMPWNOPEP ASTM ATM AND MANUFACTURERS RECOMMENDATIONS 6 ALL FIELD DNLLEDWEESTO BEUEED FOR FIELD BOHMG WSTAUATIM STI fiTNAARO ROLES, AS DFFINEO BYN6C. VYLESS NLtFD UOIEXN$E. MAXIMUM ALLOWABLEANGLE CLIP ANEA UVANG(E TOOECIJYVEU 15XL{ MAl PAINT-_—_-__ 1 ASREUWMED.CIYPNANUYNNI VRVVUStNSI[ELK40XOIMI RIFMKUSORY CIRCUEARACIM1pIK WELLING I. ALL VVELDING TO DE PERFORMED BY AM CERTIFIED MUDERSMD CONDUCTED 1 NAGCAROPNCE WIHIXELPTESI F➢111UN OV INEANS N£1FNNGCOUEUI I, $. Nlµ£LDS6FVILBE INSPEC TEDNSVNAY.IF pRECTEU BYENGIIEEAOFpFLCNp,iS%OFN4}OS SHNLSEINSPECTEDWTHDYEPMETRNITMLMAGNMCPA l%E(l %WREJECTAOLEDEFECM ME FOUND)TO MEET THE ACCN'TAYCECRINTRAOPAM UTI: REPNNAILNEIMASNECEXSANY. O. INSPECTIONSI1 LBEPMR MEODYMN CERTJFLVN DIMPECTOR A. IUT EI EMBOCf$IO BF LOW HYDROGEN AWTW INO FMIERMEIH, PON ANY OI.1. NNI NOTED UTHERW9E, 5, P MLDINGONNTIICETDVhRSSXALL�O EWMErMXEMCTRODES MLOINGO HE STRMTUHESSHALLRFWNEWTXFBOMXE1WRODMIMIESSWO ORKRWSE.. B, MICH TO FIELD WELDING GLLVAMZED MATERIAL OMIRAMOR SWILGMU. OFF GAMANTANG TO BEYOND ALL M HUDNEWSURFACES. A ERµELDANDµEDJINWECRONISCMIPLEM.MPNRNL GRWNDAND MELDED SURFACES NTH ERC GLNLIIE OLD GµVANVIINOCOMPNIND PFR A$TM ADD AND MANVPKNRER9 RECOMMENDATIONS, BOLT TIGHTENING PROCEDURE STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORBPNCEWTH RCSGIDN ISPEOFICARONS FOR THIN.NRAL JOINTS USING A6TM ALSO MAINE MY BOLT5.1 9. FLNGE BULIS SIULL UE INI AND 111HIENF.VUSING URECI TENSION INCLUDINNG VOM SOUMTER WASHERS, OR SOMRTER MWENTS ME IO BE INSTALLEDAGNNSTME BOLT HFADAND ELATED JTIGMENED PER MAMYACIMM'R SEECIFUWPO RTO AC1TFW UFSMF➢DYEL M BOLT PNE.TEN..N.. S IN LIEU OF USING ON SQUIRTER ANSWERS. FLANGE DOLTS MAY SEDFffWD HENONSC I RCSC 'NRNOFTHG METIND. PENDING A'SUI SYME ENCAtffER M RECONDRMU IIGMFN FIANGESI SING THE CHART...' BOLT UNIONS UP TO AND INCLUDING FOUR DIAMETERS I? SMTSWroAMWLLUDINGZGMCHIENOM .InrUM BYCHUSNLG DGW ST 4XTS IR TOMSIINCLUISND EnU LIMETY HSTMNSEYERDSMGl1GM SV' DALTMPMNLBL'WMNOLIWiHEMTH HOMNTBEVLVGSIUGION TO FOULMLEPOPADMGLUDNGSSWCHLRMDI IVJMRNBEYDIONLOPEASt 1• DOUTSLPTOATA0.CLUDNSIO.HLHGM 1 OILE UEYg9$NWTLAN MM RESTSwroAMIMCWDNG.TCHLENGTH HOMENBEYMGSNIM.mm NN' PDLIMYtOMONCILUGHO.IOHENCM IRI.BEP SYMMTGNF FST BMOSUBBOAMMCLIANGSSIACHIEFOTX HQTAWBEYQTUNIXi ICHT 11? TE.BWTONOPSI.WMFBOBIGIIFNGTI r10IMNSEVMOSMIGMM SEAT LENGMMEN FOUR CIANETERS BVTNM ASCEEdNO EIGM EGU IER$ IF! fi0LT52ISMIAPACNff Q3M HOPURN¢YOM ALO11m W D]lrs xlSTOSGIrMIILQTGIN TO RRM BEYOND EMIGIIGXI M, TELTSS]STOeG1Nu11BGM NanM&:YWA$MJGDON 70 BMr5uSro2A i.LSHUM HSIUNIBEILMSNJGTGW PJLTS A]$1p BD 116HLENGIH In URN BNVUFG A SNTIGN NUE SULISAISNBUIMMLBGIX HITUFNBEYOMSELIKE" I YIN' QQ-WM10IDONCJI.N H.CNATM ONOSMUTCM NIBP BMISSISTOIWATCHLFNaM wIELEAN :MM9NG. YI? BMTE.T.I2GI UITILDNERY M.N)"Gfl'MGSHGTMR A S lI EWLIS$UBAE TOOL(CCI'TENSIONMNLLSEINSMLEDMDTGHMNEDh4PFA5LCINN $21 OFTHEASC3PBOHGTION FOR STMOTUWLL J01MSU51NSAII50NM9XOLTEE CLEATED IN YHCII WNGLOF$IEfI COMSIRUMUN. THE INSTAHATIONPROCEOUREIS PAIMPMUSEDAS MILDRE: FASTENERS$IWLDE INSTALMNMPMLYALIWEOHME$MDTGHRNMRYOHE OFIW METNOD MMRISEDINSURSEMONO]1MROUWSIA, U.xl TMN-0FNUT PREFENSK WNG DUCTS 6MLLIONSDEFUN IN SECTION ST. UNILAULTIISULTO.$11' IDA6M10 SIOM LONMIDNM140EWNEOIN6EC51-UNL1,NRILAJIED IOOLTSNNOTH INIALWSLV SNUGHOMI TM ME CON tION SN ISNHY WXVACIEO. FIXLDSNtE M91WtIAERP MT OF NA 60LNSFECW CONNECTIOX$NAILOETIGIRFNE➢FIIRi1QRDYitEAPPIICABLENMUNi OF ROMTIONOr THEPUABOVE. DUPINGMETOMEHNG UPHMINIH INME PROSBENS q STEMETOFiNE PART N0I NNNE00V TILL lMFN01. iIGMEHIN06`V1LPRpGPE&4 SYBIELMTICAIIY. I KLOINERGMTEDCONNECTONSSIwLDE ..V. C, OF TIIE SPECOUCAlI L ALBOLTWLEGMIPLLOENIGNEOTOPERMITINSERTIWIOFtllENLT$ liWIIMWE DAMAGE l 0M1V E1EAOS, WLWSB BEPI MINALLHM£SWTHYWS4ERSM&PONM n wauIREOMD WTSTHRMUMTOWO lLETETHEASSEIJBLY COMpACNTOIFEyJIN11. THE$NUO-110MCUNUIIIONSMLLPMORESSSYSIP.MAIICNLTFRIX 7MOS1'RIBIDPJNI OFMEJOIM ME$NUGTIGMENWMNOITIONISTHEIIGNINEBSIMVISMiNN DLMIIA FEW IMPACT$OFMIMPACTNRENCHORMEPVIIEfMATOFMIIMNMLU(ERU$IN M ORDINARY$PIO1.1a.CII TO.1.0 ME CONNECTED MIIESIXLO FIRM CONIACT. Q NPENNASUPYONNWSIRULIUHP.S.YBLGENNON 2, 2012 MIEIWADOWL BUILUINO CODE (FOR SPECIAL INSPECTION kEOUTNEMCM$ONLY). SIN COMMIT FLORIDA BUILMNGC 61.1.) K1.118AMERICAN CONCRETE M$II ATE, GOLOIMJ CODE REQUIREMENTS FILM SMNCNRAL CONMIEIE, BISI I. S. CW CONCRETE REINFDRG NO STEEL INSl1rUtE, MANUAL OF STATUAND PNACTCE. UTCSTEMMN. 6. ABC: AMERICAN INSTITUTE OF STEEL CONSTgUCTON. MARI MSTEEL CONSTRUCTION. IATESI EMON T. AWS:NE[RICNIN4LOIN000CI[tYDI f, 6TRUCTURN N[IDNOCOCC NTESTEDITION SPECIAL INSPECTION 1, AOUAUFIEDINOEPENOEMIESTIWIA00MTWV,EMPLOYEDWNEM F.R SIMLLPEWOTAINSPECRONµDTESTING INKCORDHICE WTIUCYMI, SECIIOrJ iFW ASRMUIgFAOY PROJCCT Wr4GICAI,tlMFORTICFOMCWW C...R,CnONNDRK: q S1RUClURN µE1➢!NO(COMINVOUB INSFECNUNGFFlFiONEW OMV) 41111GHSTRCIUMTOBETIGHTENED IER`TURONOF VSIXIENBIDX FLPNGEBOLIS i0 tlE IISNIENEOPERTUVNdFIHE1M'BLINDED $.. ME INSPECTION AGENCY$NNL SUBMRINSPELDONAW TEST REFORMS TO ME CUTTING MPNST MINI. THE E WANEER CE REC ORO, AND TIE O W fc'R IN KCOROANCE WTN IflLNIl. SECLIDN 11M, MUSU TMENTRIGTORIS MPHO OMTHEBMLINGDFDCTUTOMRFONMSWHMRKµ WWTFE SEEN AL INspE QGNR Towercore 10.3.2016 Tony Sloan Redlines MODIFICATION INSPECTION NOTES THE SPECIAL INSPECTION01) PROCEDURE 16 INTENDED TO COFLIMM INATCONSRUCTIONPN01NI MEETS ENOINEM." PMIGN,ATC F NCCWHE ES AND AFC STANDARD SPECTICATIO.MR AMEIESS 1. SITES. TO ENSURE 1MT ME REOUNEMEMS OF TILL NµE MET•IT IS VTRLMYTTEUENENALCWIRUC1pR NA THE INSPECTOR BEGIN COMMUMCATING MY COORENNATINO A3BEACH" A"IS RECERSO TIi0M ANTRICµTOWER CORPOMTONNTW. ItISFXFECTEOTHATEAGIPµWMU.PROµ'tP LYREILNdITTOTHF.ORIF.RPPRTY. IF CONTACT INFORMATION 13 NOT MOM. CONTACT YOUiASURICANTONER MINI OFCONTPCi. _SPECIAL INSPECTOR THE SPECIAL WSPECTOR IS REQUIRED TO CONTACT THE GENERA.COMMUCTINI MSOONASRECEMNOAM EMULATE. UPoNRECEMNOAMMOMATC TIME EMMINSPECTORATAMINNUMLNSTI • M AUMMBREOUSUMEMSOFMESCKECPLST. • NORKWMTI'IEGEWE WNTMGTORTDOEYELORAWHEURETCOIG(CTgi MIN5PECRONS. AR CONCERNS WTHIHS SCOPE OF WORK OR PROJECT COI MUST RE BUMEDTD RE AID POINT OF CONTACT IIAMEDIAIELV THESPECIN. INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR WSFECTION ANDTEST REEDRTS. RENCYARE THESE DOCUMENTS FOR ALIERMCE TO CENTRALLY DOCUMENTS, CORRECTION) ME Mi1EL0 GENERAL CONTRACTOR HE GENERAL CONTRAC10R I5PECUREOTO FORTHE RENEW ME FROUREMENT$ MTHE SI CHECKLIST, MURK VA M ME SI TO MFWWP A SCHEDULE TO CONDUCT ONSNE INSPECTIONS. INCLUDING FOUNDATION MSFECTONB. THE GENERALfiONTMCTOR SMALL PERMUMµD N£COMME RET AND INSPECTION RESULTS IN ACCORDANCE'MEN THE REQUIREMENTS OF ME 61 CHECRET, Towercore 10.3,2016 Tony Sloan Redlines No Plumb & Tension Performed SPECML INSPECTION CHECKLIST WSRECORDON IESTIXG SPENEWMOURER INSPECTION FREQUENCY INSPECTION WCUNEM DESC0.IPRON pE0U0 NESPONSMUIY ppECK DVWNOR f PoSiG PERIOUC COMINVDV9 COCUMENTANONAND SITE VEST CONDUCTED RAN MCAPPN*%WE ECBLL INSPECTOHK R EUTER RATE. OTHER SPECIAL INSPECTION FIELD NOM 6RTMEN AUMORRIM IV.NNO NRI6DICM N. INSPECTION PARAMETERS TO FOLLOW ATCS STANDMD BEECH CAM)N FOR WREIMS J & J TOYER ARES, EMINEERMG ASEEAIB113MV4IG6 GO$HALL 6UBLIT DMWNG5T081 FOR INCURI0N W 51 REPORT J GD J MM AND OR MEL CE THEARONE FOR SUMMIT WHIPSAWGC WALL SUPPLY SI%AM1 MOM TO BE WBUIDEOIN G J U J FAORICATEO MATERIAL VERIFICARON S INSPECTION SEEMED YMEN REWIRED BE A10 INSPFCTIONµDREPO ITOF ALLOW PERFORMED DURING PiEIMCOMPLETED BYACOY AND INWIOE0 J BE,.J J J J CERUMHONEWINSPIC11ON WTWNSI PEMRT NS. OBSERVATION AND APPROVAL OF FOL.B.. EXEMATION. SEBµ PLACEMENT. M N.M. FOUNDAROMINEPECNONIMEAIFIMION RKEMFM, AND ANCHOR IBM PLATE µD ANG'IOR PLACEMEW � TO DE SI MPRWEO DRUM TO CONCRETE YOUR AND ROD WERE OIN THE SI IEPOR! ANCHOR. ..It ANCHOR OR IELION. RULE .1 TE$T PULL RED NO OF IN STNLEO ANC HORS TO BE COSIIMETED AND MEMBER TIED IN L REPORT GI AI J CONCRETE MIX DESIGN. SLUMP MST. COM RMEIVE TRADING. AND SWPLE RAIDERS N3 WCUMQUES ARE TO BE PRONCEO CONCRETEINSVEIRMIAYERFENTION FOR MOO ON IN THE W REPORT, SISN MRHFYCONCREtEP4 EMEMIS EQURFDWY DF51CiNWCUMEME GC/TA J J DINKCMOHPROUTHCYI$MARMEOCOMINUOUBI DYWOAGFIACEMEM/µC110R B0UEMBEDNFM.EXXIYIGP00t INSTNI PMMORIMR WOMPEND. HOLE 618E.EPDXY1RFOM TYFEANDINSTI3IATWNSIWLB6HNFlELI BYINE9NOINCLUOW NVERVpFWR1 .10 J J PASEPLATEGROIRINSPECTKNAVERMIXTON RASEPIATEGROMINGTWEANRPLACEMEM$HALBEWNFHRMMOYIRESIMDINCIWFDINMEVREPORT GCIM J J EXCAVATION. FILL SLOPE:GMOEAIOOTIIERFMTM1 .EGUIflEMMN KRMNISS DEVERIRERMME$IAW GCITA J J EARTHKONKINH'ECTIONAVERIRPANON IXCLUOEOIN THE W HEPULY WMPACTOHGMLLPRWDEMINOFPENOEMIMRDPPRTYCFRRFIEDINVEMIONNWCIIPR MSTE5 MR ISFM GDIIA J J COMPACXUNVHRICANON WMPACTIONIE6T OF SOILS INFIACETOA8TM STMNMOS GGEWYL PROVIDE W WMENTARON 6HOMINGMATIHEGROUN IN05YSTEN W WANAWAMFABLECE.U.SIMGE TO GROUND TESRNOAVENVICATON MEGROUNOOF HOT MORE THANMEREGOMMENDEO 2001NS.PERT@NCCONSTMICNONSEECIFIMRONUIHER GC J MEGA),I HIM5 DOCUMENTAMON MUST BE PNINOEPERDEM C[RIEICATION. MSUA OBSERVATION A D APPROVAL OF STEEL CONSTRIONON TO M PFAFCRMED BYTK5. INSPECRONT01NCU DE STEEL CONSTRUCRONINRECNONAVEMRCARON V IFIGMONOFNEWMNSTRUCNONORMWIFIGTIONOFEXISNNGCONWRWTp NPFR ONES OPATS.. DETALED J N J J W..BFICARRY SWVL OE INCLUOFD IN N REPORT. ON$ITECOID CJLVANRHN$VFNFlURON IN SHALL ANDY NM GC ALL COW GALVANDARON IT PE AND APRKARONµE ING.UW SUMk IN RFPoM J GC J J OD SMALL FROM BE A ENOEN{.Y; OF PROPER GUY 1ENSIONINGµU IW PLUME PER MARS SI SMALL VERIFYµE J GC J J ELY WIRY RHOMBI NO A TW£R ALIGNMENT RLPoRT INCLUDE MUMS AND TENSION TUMBLED IH $I REPORT _�......___..._....._........................... GCPCAIHGAIR MPflOVEDONfESIO EMGIILFO PLANT i0y FOR J GD J Gf.AS-0ULTDMNNOSWIN CONSTRUCTION REDUNES EASOULTMWNGS M%DOMU,MVWAND IXCUWONINBI REPORT 9A8-0UHLT OMNNGBNRHINSPEDRONRMA ESASMOURFO) SSHALLWBMIN'A-BULI•DONNINGSIMICATINGANYAPPR DCILWGESTD ENGIXEERPD FYM'$WIXPIA REPORT J Ra M6FEClION 616RAl. COLryLETEiIA W$PEDTONPN)PPONOE SEPARATE MHNSpECROHOWUNENIAIONTOATC to L J RIOTWRMHMMDENCEOFSPECIALINSPECRON.ONBREREMMtl ON.µD ITEMS MUND INSPECTION'S REWIRING J BOIS J RgTOGRMIIS (WLOWUPTODERCLUWOMBINDICSIRH`ORT. COMPLETE "TO WO IS TO NESURSITTED WINN SREPORi. RITE'. SPECIaI INSPECTIONS ME INTENDED TO BEA COLLABORATOR EFFORT HOOKER BE AND S. M1EHEVER POSSIBLE DCU TO PROVIDE W WIN FMHOH AEHC ON OTHER AWEPAUE EAUMCE OF PRIME HRTA IADONIP PERIODIC INSECTIONFREWENCY 15000EE`Ta6lE. ME BOARD S DUALL VARKTOWMMEENDENCEOFPMPERCONMUCTIONANOIIMTTWNWM OFNBg UTSRECUtKD. 1 PDIEXEY: ME AICAPPROVEO$PECMI INSPECTION CX-CONSRVEROM GL GENEgA WMIIACTOR CM-PAN$IRWERMIMW.GER TA-SNOPARTYTESTINGAGENCY AIC.AMEGCµTONVIODEPONSYTIDN A AMERICANTOWER' ATC TOWER SERVICES, LLC S-Rj(j(j(3�^ \ iWO DECENCY pAPNWAY OJ J C4RY. HL il611 PNONiL3-0111 COOA:NSI 1 eWF wuM 1—' —Ai mnr 1(i yJ � ]4N XiYSf 00 UO Anna7w .nn�x u�'¢euw �l0 000 0. © 000 o LATE 0 000 OI REv ! Or DMRF`F �OG Las � 00. A RRST ASAE.. 1kP..9E ___ w vu!r .__7._.--I—. ,34F➢rtC N N, r—J1. __ __ 0 Ers„� � p L nvA;. v _ _ .._..... ...._ ....-_ ATCS IENIMBFJL r 5088 . ...._L_..._ ._.-_..____._._.._____..___ _ .__. . AC SITE ELEVATION NEW RELAY TOWER TOWER BASE [EL: O'-0"j FLORIDA SIEADORESR IiMOYE1R�ROVI FOR F!F r153 CONTRACTORTOCLOV ALL.ESMSA DINSTAL \\�\ \� NAVARRO ERE E0 TXL•A'EOR \ Q ADEN$ % INSTKLA"w...Es, / fANIRSCTORTOEIELOORhLM N0.588B3 I o ETIOR,A.SLE51N801iON STATE OF ' \ � F rArl`.rr. y.L -° •0 �4°� �? A Toweraore'- 10.3.2016 D D Tony Sloan TAM Redlines '+•- AIDINR TAG! AREGENC RS..RVICES MG \ weenier ,} 3500 REG��WFA51M'A18 SUITE weepholes. No 1 1.. CARL N6at518 outer holes.IWO FLENB RD srse3 rt M1 RMNN RY. lNV MPROV[DOY: (S TOWER BASE LATE ORAML E.VIS . °..... .�•..y L_.__...._.__..__..................... EL: B'-0° Arc.loaxo: uoxnops_al TOWER BASE DETAIL "A" MODIFICATION DETAILS FIELD DRILL NOTES : �1. TCMPORMILY ELEVATE iOWEfl DA$E LEGS OURINp BiREENERN10 M1EIN51µ3A110N. 3. SEESNEEt M3E0P 5EC111M'Mt CEWL. SHEEI MRASEP:. RENSON `` A-1 0 %PEE:✓ � EGn_. � X:n'JX IfTERNELgNGRAIES \ I�T.1 FA. 1 \ OFXISIIW&UCE E5CAFr FEET P E \\\\\ 10P WFl➢S METON FOHR"O.P.Irm ED9D.5 pRCUtA6MpOlH g1ATErooE !4 Toa PIAtE mP) FIELD=. Wa EEEPKEi F�1FOR / \ / stEDETUI ^µ FAD FLEUDEFILI SfCGI q'•4• SERL, ry4ATEiOBE \ SO. W1. $IIFG— I R L �EPETNIFJ PAAN1 �• EDE6F£ET"m ELF EEEETHF0, TMP Sf4• / I� �y F£N ' FAHUGIIONLETNLP \ FAgd ONEfrNIS me• B I� B G IErUF. Fo / plAreroE 1( 9 IFIIOCUT. NCIOLVr. � EOe / \SEEDETNL'NJ / \E DETAPLrI V/ g % x D F� / O �Q 4\ r°Ni Q♦ (�.' v.- -� •► \.-........- .a2 �w Sit —51 T. _�_I RAIE...-..._................._.-..-_....._ 01 SEESIkErII LEF.SM I..CATION OEINL6, wR FM SECTION"A-A" SECTION -A-A' ewwrE SECTION"A-A'• ETNIs STEP ONE TOWetCOte STEP TWO SEEETM4J STEPTHREE R�ELou STIFFENER INSTALLATION DETAIL 10.3,2016 STIFFENERS PLATE CONNECTION DETAIL TOP PLATE INSTALLATION DETAIL EE E1 Tony Sloan Redlines EIRDI 6lIFEEMR j FFEE SHEET i.L wR sersr'z� GG G.�ORNEM6. i Yi£.IiNL d'%ACt• I6NiCASRIDOEflioEACI000i. FIELD EfIERYINE RElODELEPIONE TIYi) SEE pETAIL'A'I FULL N FEN, 910" JIB' SECTION "B-B' DETAIL "A' DETAILSB" DETAIL'C' STIFFENER INSTALLATION DETAIL FIELD CUT FIELD CUT FIELD CUT V4•Nzl as• �1 Nru MP a e S IYf EFMD EE£6EET i-1 FOR {IELOETERNf£ flFIDDEIWIME FAARIf.I�TFDI1gNEETPRS FA®IIGTIONETNt1 IMTE TOOT Y9• IgAArETO DEfIFIACN. fIED OUT, _ FIFIIIDETFAIA:� ITrB SEEDETM%J .f 2EDETNL4.1 yp6yr PI 6EF 6MCDO Fn FCN &4- 1 OE 6NAIE YABRIGAIgN UEfMB. HEF.r Ff FOR ISIUFENLNIO FMRIPATIpNIYTNt6LIE: BPFIELDCUf. -` - IRAIETp DERELOCUi. SEECETNL'A'J SEF pETNLCf SECTION-C-C" \._Exc-::; DETAIL'S" DETAIL"E' DETAIL"F" STIFFENER B PLATE Lq,'Z,L'L=!Ct FIELD CUT FIELD CUT FIELD CUT CONNECTION DETAIL A ANIERICANTbWER- ATC TOWER SERVICES' LLC ].O REGENLYPAI: ' 6Nx lw GRT NC]@M FROUE:rolgwavx GX:WA Dr arz LIE S2LL9 i... ATCNrENUWFA 5080 .EIrE1WF: RELAVTOWER FLORIDA STET OESC NO.B85B8 •0 STATE OF p 100 STIFFENER AND PLATE INSTALLATION DETAILS 611EEi.ER REV@ON A_2 0 1'P WELD SIDE F 5080-3 PLATE Towercore 10.3.2016 Tony Sloan Redlines _ IT WELD NDE 5080.E PLATE WELD SIDE F �Wn 5 5080-1 STIFFENER 508" TOP PLATE IT WELD SIDE 50M TOP PLATE rr E WELD s DE 5050-4 PLATE �dS�un CLIENT: American Tower Corporation DATE AT SITE: SITE NAME: _Relay Tower ATC PROJECT#: SITE NUMBER: 5080 TOWERTYPE: ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: Port Saint Lucie, FL 34952 WEATHER: LEAD: Geoff Bost, P.E. SUPPORT: ►,l»=1►11]K410 Thursday, September 15, 2016 11898410 P5 01 [C11PIgH[6PPIq: 200' Sunny, 89°F, Wind 2- 9 MPH Tama Fontaine FOR APPROVAL EMAIL SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPECIAL INSPECTION From: Christopher Jolly Sent: Friday, September 02, 2016 1:32 PM To: Jerry Gore; PMI; Bryan Lanier Cc: Steven Sirignano; Martha Lowe; William Garrett; Joshua Walton; Tony Sloan Subject: RE: Urgent FOR Review Request: 5080 Relay Tower - INS MOD 642934F1 Jerry, I don't think we need to revise the CD's for that. If possible, just let the 3rd party inspector that the crew can ignore the welding on the anchor bolts per discussion with ATC Engineering. Show them this email if needed so they can see we are approving this change. Christopher Jolly, P.E. Structural Engineer 111 American Tower Corporation 3500 Regency Parkway, Suite 100 Cary, NC 27518 (919) 466-5007 chri stop her. iol Iv(alamerica ntower. com From: Jerry Gore Sent: Friday, September 02, 2016 1:54 PM To: Christopher Jolly; PMI; Bryan Lanier Cc: Steven Sirignano; Martha Lowe; William Garrett; Joshua Walton; Tony Sloan (tone. sl oa n (altowercorecontractl ng. com) Subject: RE: Urgent FOR Review Request: 5080 Relay Tower - INS MOD 642934F1 Understood... and thank you Chris! Now that permitting is required for the Mod, I think we will still need to revise the CD to remove the anchor bolt details, but what are your thoughts? Thanks again. Jerry Gore Construction Manager — Florida American Tower Corporation 678-357-0681 (Mobile) From: Christopher Jolly Sent: Friday, September 02, 2016 1:32 PM To: Jerry Gore; PMI; Bryan Lanier Cc: Steven Sirignano; Martha Lowe; William Garrett; Joshua Walton Subject: RE: Urgent FOR Review Request: 5080 Relay Tower - INS MOD 642934F1 Jerry, I've been discussing this site with Bryan Lanier regarding the existing plates around the tower base. While neither of us like the fact they are not level, it's felt that if the tower base moves they will still engage enough to prevent the base from slipping significantly. If that happens we can re -visit the issue. For now ignore the anchor bolts, and complete the rest of the modification. Please let me know if you have any questions Christopher lolly, P.E. Structural Engineer I// American Tower Corporation 3500 Regency Parkway, Suite 100 Cary, NC 27518 (919) 466-5007 ch d stop her. iollvCruamerica ntower.com From: Jerry Gore Sent: Thursday, August 18, 2016 8:40 AM To: Christopher Jolly; PMI Cc: Steven Sirignano; Martha Lowe; William Garrett; Joshua Walton Subject: RE: Urgent FOR Review Request: 5080 Relay Tower - INS MOD 642934F1 Thank you Christi Jerry Gore Construction Manager — Florida American Tower Corporation 678-357-0681 (Mobile) From: Christopher Jolly Sent: Wednesday, August 17, 2016 11:58 AM To: Jerry Gore; PMI Cc: Steven Sirignano; Martha Lowe; William Garrett; Joshua Walton Subject: RE: Urgent FOR Review Request: 5080 Relay Tower - INS MOD 642934F1 Jerry, Here is the idea we have to correct this: Based on the photos we have around 1" from top of the existing plates to the bottom of the "cap" for the pin. Lets slide 2 plates (0.75" thick) around the center pin like a collar (see attached sketch). Weld the new plates to the existing plates using 0.75" welds. Let me know if the field has any questions or concerns. Christopher Jolly, P.E. Structural Engineer I// American Tower Corporation 3500 Regency Parkway, Suite 100 Cary, NC 27518 (919) 466-5007 chr'istopher.iollv@)americantower.com ETS CLIENT: American Tower Corporation DATE AT SITE: Thursday, September 15, 2016 SITE NAME: Relay Tower ATC PROJECT#: 11898410 P5 01 SITE NUMBER: 5080 TOWER TYPE: GUYEDTOWER ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: 200' Port Saint Lucie, FL 34952 WEATHER: Sunny, 89°F, Wind 2- 9 MPH LEAD: Geoff Bost, P.E. SUPPORT: Tarma Fontaine APPENDIX D CERTIFIED WELD INSPECTION SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPFCIAI INSPECTION ETS ENGINEERED TOWER SOLUTIONS,PLLC. WELD INSPECTION REPORT SITE NAME: Relay Tower SITE NUMBER: 5080 pew Bast , 724 gl1, 17 Frederic Bost, P.E. C.W.I. Performed By: Prepared for: Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#:5080 ETS#: 162128 September 22, 2016 Page 1 of 8 t M=_RICANTOWER 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 www.engineeredtowersolutions.com ETS ENGINEERED TOWER SOLUTIONS.: PL-C. 1.0 ASSIGNMENT Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#: 5080 Subject— Weld inspection of modification on an existing guyed tower. Location —1480 Dyer Rd., Port Saint Lucie, FL 34952 N 27.32451°, W 80.31124° Structure —200-ft Guyed Tower ETS#: 162128 September 22, 2016 Page 2 of 8 Purpose — The objective of the inspection was to determine if the welds met the AWS D 1.1 standards and modification design requirements. 2.0 SCOPE OF SERVICES 1) Perform weld inspection. 2) Prepare a report of observations and recommendations. 3.0 PARTICIPATING PERSONNEL Client Representatives: Mr. Jerry Gore American Tower Corporation (ATC) 900 Circle 75 Parkway, Suite 300 Atlanta, GA 30339 (770)308-1999 Consulting Engineers: Mr. Frederic Bost, P.E., CWI Engineered Tower Solutions, PLLC (ETS) 2624 Leighton Ridge Drive, Suite 100 Wake Forest, NC 27587 (919) 782-2170 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 wwwwww.engineeredtowersolutions.com ETS ENGINEERED TOWER SOLUTIONS: PLLC. 4.0 BACKGROUND INFORMATION Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#: 5080 ETS#: 162128 September 22, 2016 Page 3 of 8 American Tower Corporation requested that ETS conduct a weld inspection of the tower. The inspection was to determine if the contractor installed the tower modifications according to the following specifications: ATC Tower Services, hie., ATC Project Number: 642934171, Dated: December 17, 2015. 5.0 INVESTIGATION Weld Inspection — Frederic Bost, P.E., CWI performed the inspection. ETS was present during and after the welding process but was not present throughout all welding. The inspection was conducted by visual inspection and was completed on September 15, 2016. 6.0 RESULTS L The welds are within conformance to AWSDI.1 standards and the contract documents. 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 wwwwww.engineeredtowersolutions.com Weld Inspection Report //•�� Relay Tower, 200-ft Guyed Tower ATC#: 5080 ETS#:1621282128 ETS September 22, 2016 ENGINEEKEDTOWER Page 4 of 8 SOLUTIONS.PLLC. Photograph I Observations and Recommendations Item 1 Observation: All welds were observed to be performed to AWS D1.1. standards and within the specifications of the modification drawings by ATC Tower Services, Inc., Project Number: 642934171, Dated: December 17, 2015. Recommendation: No further action is required. 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 www.engineeredtowersolutions.com f�\ ETS ENGINEERED TOWER SOLUPIONS,: PLLC. APPENDIX A — WELDER QUALIFICATION Sl/twN G4ffTffft VftWngSyrpesandGacer 51, a 1818317-2643236 901 RSerate Ave. indanapohi 1446202 Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#: 5080 ETS#: 162128 September 22, 2016 Page 5 of 8 WELDER QUALIFICATION Client! Peters Broadcasting Engineering 426 W, Ludwig Road FortWayne, IN 46825 260-490-8500 Welders Name: Kevin Birchfieid Coupons Tested By: David Diller CVil1#06101201 Welding Process: SMAW Code: AWS 01.1 TEST DATA Weef Report: 1211912014 PO9 Evert/ Iff,c ce No, 5172:9M AuthoreedEty: Administered By DavidDiter Sodal;85% Date oft�er 12119 t 2014 WELDING PROCEDURE SPECIFICATION No. PtaquziYfed VERTICAL PROGRESSION UP POSITION 33 ELECTRODE 18 ESR 8 885E METAL A6220t60 THICKfFEss E T PLATEORPPE %to BACKING 1 yes j PIPE D'AMETER , NA SHIELDINGGASIFLUX ( NA weld Pa2meMrs: DCEP, tOb amps i TEST RESULTS POSTION 3GSldeeond I Z see Bend SPECINEN NO 8559A412I&I B�aSfr•t-012/8.2 VPc �FYEST VsuaUfdac Uwsva tAech RESULTS i PaS Pass EXTEN OF QUALIFICATION POS�i1GN5 I 1G2G, 3G VERTICAL UP 1 /F2F,3F PROGRESSION 1 BASE_ METAL r Groupp l,2 3 PLATEOR PIPE P,ateorRpe ,T16 07a6iEiER"-'....' >24 JR. j .F➢CKNESS RANGE I _--ji 125-ulkrmted j ' ELEGROUP - &CTRODE D-0NG Y. Ft, F2; Pa, F4 E F I x.�s - - n x s�:-ars.,. Hss �u�e= •�a�cae ar n . .:+^e..unms as.:m„-.�,.vrxanazr•^s.a c u�.+;z.:sere � s �a .-szm'muarz�v:un•,.sr , .w,.,u.u�.ua:r:ruz•usa+eaws,.r-.usr,..a�,=. rr:-,seu afdMtor Clot CXP 10i1G'017 Revze d by — David M L1t'lle: CVA9:081R720i 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 www.enginecredtowersolutions.com ETS ENGINEERED TOWER SOLUTIONS,: PLLC. Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#:5080 ETS#: 162128 September 22, 2016 Page 6 of 8 SCERTIFES I/✓ OM SMAL am«ss���F3, ciivt ''�ll. Willi] tPaekkie 4 reCua�kM 0P L rouo 3 tF 2F 3F WOE .'125-UNunded POI 24Q EFFECTIVE am 1 1211 &12014 901 N. Saute Ave. hdianapolis, N46= WELDER QUALIFICATION Omd Oiler CWI 08101201 M al). If?" RDIT David M.Diier CWI#08101201 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 wwwwww.engineeredtowersolutions.com ETS ENGINEERED TOWER SOLUTIONS,: PLLC. APPENDIX E — PHOTOS Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#:5080 ETS#:162128 September 22, 2016 Page 7 of 8 h .wT'4e Y1a,' i, kX � ,�#" r. i d G.5 'Y �' I.� E•'{�g ��: A $" 'M �4 F^Nt $wy {.t^•} yr+'LyR .; -��` � �,ti? .p � �.q `= tp - x �" • of b"� i DURING DURING p a } yR DURING DURING n t y t DURING DURING 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 www.engineeredtowersolutions.com ETS ENGINEERED TOWER SOLUTIONS, PLLC. Weld Inspection Report Relay Tower, 200-ft Guyed Tower ATC#:5080 ETS#: 162128 2624 Leighton Ridge Drive, Suite 100, Wake Forest, NC 27587 www.engineeredtowersolutions.com September 22, 2016 Page 8 of 8 CLIENT: American Tower Corporation DATEATSITE: SITE NAME: Relay Tower ATC PROJECT#: SITE NUMBER: 5080 TOWER TYPE: ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: Port Saint Lucie, FL 34952 WEATHER: LEAD: Geoff Bost, P.E. SUPPORT: /_1»=1►h71.411 :4 Thursday, September 15, 2016 11898410 P5 01 R11►1��i[Hri4�: 200' Sunny, 89°F, Wind 2- 9 MPH Tama Fontaine COLD GALV VERIFICATION SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPECIAL INSPECTION ET CLIENT: American Tower Corporation DATE AT SITE: Thursday, September 15, 2016 SITE NAME: _Relay Tower ATC PROJECT#: 11898410 P5 01 SITE NUMBER: 5080 TOWER TYPE: GUYED TOWER ADDRESS: 1480 Dyer Rd., TOWER HEIGHT: 200' Port Saint Lucie, FL 34952 WEATHER: Sunny, 89°F, Wind 2- 9 MPH LEAD: Geoff Bost, P.E. SUPPORT: Tarma Fontaine APPENDIX F MTRs SEE FOLLOWING PAGES TOWER -POST MODIFICATION SPECIAL INSPECTION i z, NMI �y I GTR199 F Site To 3h• 877-778-2938 Days Metro Site Fabricators, LLC 180Industrial Park Boulevard Commerce, GA 30529 United States of America Ph: 706-335-7045 Fax:706-335-7056 Y- LLSt F r, .: Ni rt>beP 12299 C�ata 6 0 Ship To Fax: 781-926-7849ap Ph: 813-417-3747 1 Part: RELAY TOWER, FL6080 Rev: ea PROVIDE MATERIALS Job: 11806-SE P0:406292 - J. GORE Line:1 Job Bill of Materials Job job Part NumberMaterialDescription M k Per 11806-SE ' 11806-SE1 5080-1 PL 1 X 2 PLATE 9" LONG 2 11806-SE2 5080-2 PL 3/4 X 2 PLATE 1'-U' LONG 2 11806-SE3 5080-3 PL 314 X 2 PLATE 1' LONG 2 11806-SE4 5080-4 PL 314 X 2 PLATE I' Y' LONG 1 11806-SE5 5080.5 PL 314 X 3 PLATE 1'-9" LONG 1 1180"E6 5080-6 PL 3f4 X 3 PLATE T-3" LONG 1 rage r u] I C A A N O O H 9 C O R P.O.Box 279 - 9 ° to N r� u c c� r-� f�i Winton, NC 27986 Mill Test. Report g M s T Ln PLATE MILL (252)356-3700 Pagel Itre Our Nal�kire:' + o Q O N Issuing Date : 07/10/2014 B/L No.: 391959 Load I'll 396287 Our Order No.: 120991/11 Cost. Order No.: 6791447 oe m O Vehicle No: WTI 3898 Sold To : KLOECKNER METALS CORP Ship To : FERRO UNION SOUTHEAST INC 0 Specification : 1.0000" x 120.000" x 480.000" 500 COLONIAL CTR PKWY STE 500 2005 GRASSLAND PARKWAY ASTM A572 Grade 50/345.13a/A709 Grade 50.13a/ AASHTO M270 50 97 ROSWELL,GA 30076 ALPHARETTA,GA 30004 r r Type 2 n r 0 la a Marking N A Heat No C Mn P S Si Cu Ni Cr Mo AI(tot) V Nb Ti N Ca B Sri CEO PCM W - 4504530 0.17 1.18 0.013 0.002 0.21 0.21 0.10 0.06 0.02 0.027 0.041 0.002 0.002 0.0018 0.0001 0.010 0.41 0.25 Tensile Test Charpy linpacts Plate Serial (psi) (PSI) Elongation Elongation, N rya N rya Min No Pieces Tons Din. Yield Tensile %in2^ %in a" Jr. 1 shear 2 shear 3 shear Ave shear Size Temp Ave. 4504530-01 2 16.33 T 54,900 79,100 22.0 T 54,100 78,300 17.1 O a W r r O W N 2 N .di f0J1 x A N � A N W O Man uladu red to fully killed fine grain practice by Electric Are Furnace. Welding or weld repair was not performed on this material. We hereby certify that the contents of this report are accurate and wrrect. All test results Mercury has not been used in the direct manufacturing of this material. Produced as continuous cad discrete plate as -rolled, unless and operations performed by the material manufacturer are in compliance with the otherwise noted in Specification. For Mexico shipments: nhoSalesMXCDNuwcwm applicable specifications, including customer specifications. Yield by 0SEUL method unless otherwise specified. Ceq=C+(Mn/6).((CwMaV)/5)a((Cu+Niu16) .� Pan=CNS✓30)+(Mn20)r(CUM)+(NiKA).(Cr20)+(Mo/15)+(V/10)i6B / r;:,.z' ate...•* ".F€ Melted and manufactured in the USA. IS0 9001:2008 wnified (4008063) by SRI Oualiry System Registrar (N0985.09). PED 97/23,EC 7/2 Annex 1, Para, 4.3 Compliant 101" 07/10/2014 3:12:39 PM DIN SOD493.1HEN 102043.1B(2004), DIN EN 10204 3.1(2005) compliant. For ABS grades only, Quality Assurance certificate 14-MMPOA-723 T. A. Depretis, Metallurgist T7 A rA O ~ MILL TESTHDLCERTIFICATE NL/COR STEEL TUSCALOOCA, INC. Tuscaloosa, AL 35404-1000 900 8DO-8204 Pagel of 1 IC082942 000000OD591449 IN-133880-002 IAPP-6830365 2 1 IS59144901-1 112/04/2014 09:30 1 Order Description:Nat Roll Plate From Coil Sold TO: A572 50, 0.7500 IN x 50.000 IN x 240.000 IN KLOECKNER METALS Alpharetta CA Quality Plan Description: j Ship T0: A57250/A70950: ASTM A572-50-07/ASTM A709-50 10/AASHTO 14270-5,0. I KLOECKNER METALS Alpharetta CA 4K1895F 64X9529-02 *** 84X9529 O. OS 1.17 0.007 0:00+10.07 0.24 0.09 0.06 0,022 0.000 D.048 0,036 0.001 0.005 O.ODD1 0.0029 0. 009 0.29 wonn 4K19036 64X9530-02 *** 84X9530 0.05 1.1 1:13 1;.; :009 D:bO'3 :0 t 6 33 0.13 0.07 0.023 0.000 0.048 D.031 0.001 0,004 0.0000 0.0025 0.012 0.29 4K19D3f 64X9530-02 *** 84X9530 0.05 1.13 0.009 OiOD 0.07 0.33 0.13 0.07 0.023 0.000 0.048 0.031 0.001 0.004 0.0000 0.0025 0.012 0.29 4K19030 94X9530-02 *** 84X9530 0.05 1.1310.0091M01-0.07 0.33 0.13 0.07 0.023 0.000 0.048 0.031 0.001 0,004 0.0000 0.0025 0.012 0.79 4K1895F 154KI895FFFI B4X9529 *** 63.6PS. 88.1': 15:.1 4K1895F S4K1895M1T 84X9529 *** 69.492.1 ` 4?.1 - 4K1903B 54K1903FTT 64X9530 *** 70.2923 4,.5 4K19038 S4K1903MIT B4X9530 *** 72.191.2 32 7 4K1903C S4K1903FTf 84X9530 *** 70.292.5" 34,5 4K1903C S4K1903MfT 84X9530 *** 71.191.2 '. 32:7 4K1903D S4K1903FTT B4X9530 **-- 70.29.2.5r 34.5 4K1903D S4K1903MIT B4X9530 ***' 71.1 78.0 91.2 i 32..7 Items: 4 PCS: 16 Weight: 49006.0 LBS Mercury has not come In contact with this product during the manufacturing proce: manufacturing process. Certified in accordance with EN 10204 3.1. No weld repair Manufactured to a fully killed fine grain practice. NUTEMPER TEMPER PASSED.pil ISO 9001:2008 Registered, PED Certified has any mercury been used by the We hereby certify that the product described above passed all of the tests required been Performed on this material. bylhespecifcations. cm coil %'/ - "••'indicates Heats melted and Manufactured in the U.S.A. i -Dr.-Quilin Yu - Metalldrgist, ' is IPA NLACCR STEEL TLISCALOOSA, 7NC. 00000000591449 MILL TEST CERTIFICATE 170D HOLT RD N.E. Tuscaloosa, AL 35404-1000 800 800-8204 customerservice0nucartusk.com 2 r er Description:Hot Roll Plate From Coil Sold TO A572 50, 0.7500 IN x 60.000 IN x 240.000 IN KLOECKNER METALS Alpharetta GA Quality Plan Description: Ship T0: A57250/A70950: ASTM A572-50-07/ASTM A709-50 10/AASHTO M270-50 KLOECKNER METALS Alpharetta GA 4KI895F 134X9529-02 *** 64X9529 0.05 1.17 0,007 0.004 0.07 0.24 0.09 0.06 0 022 0.000 0.048 0,036 0.001 0.005 0.00, 4K19038 B4X9530-02 **• B4X9530 0.05 1.13 0.009 0.003 0.07 0.33 0.13 0, 07 0.023 0.000 0.048 0.031 0,001 0.004 0.001 4K1903C 64X9530-02 *** B4X9530 0.05 1.13 0.009 0.003 0.07 0.33 0,13 0.07 0.023 0.000 0,048 0.031 0.001 0.004 0.001 4K19030 B09530-02 ¢** B4X9530 0.05 1.13 0.009 0.003 0.07 0.33 0.13 0.07 0.023 0.000 0. 448 0.031 0.001 0.004 0.00i 4K1895F 54K1895FlT B4X9529 63.6 72.2 88.1 35.1 *** 4K1695F 54K1895t411' B4X9529 *** 68.4 74.3 92,1 34.1 4K19036 54K1903F1T B4X9530 *** 70.2 75,9 92.5 34.5 ._ 4K1903B 541<19031-11T 1109530 *** 71.1 '78.0 `9122 '32:7 ... 41<1903C- 541C1903FFF---B4X9530-* �-----70 41C1903C 54K1903F1TT 809530 *** 71.1 78.0 91.2 32.7 41(1903D S4K1903F1T B4X9530 *°* 70.2 75.9 92.5 34.5 4K1903D S4K1903M1T I B4X9530 '=** 71.1 1 78.0 91.2 32.7 Items: 4 PCS: 16 Weight: 49006.0 LBS Mercury has not come in contact with this product during the menufactur'mg process nor has any mercury been used by the We hereby certify that the produce described a manufacturing process. Certified in accordance with EN 10204 3.1. No weld repair has been performed on this material. Manufactured to a fully killed flne grain practice. NUTEMPER TEMPER PASSED plate from coil by the specifics 1809001:2008 Registered, PED Certified _ O t ti ""indicates Heals meRetl and Manufactured in the U.S.A. � uilin Yu - Me -