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7700 Quatro Drive CUP Application_COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 Submittal Date: *CITCOFCHNBA3SEH APPLICATION FOR DEVELOPMENT REVIEW PC Date: cc 60 -Day Review Date: apply)Section 1: Application Type (check all that (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers..... $100 Conditional Use Permit (CUP) Sign Plan Review...................................................$150 y Ingle -Family Residence................................$325 ❑ -AII Others ......................................................... $425 ❑ Interim Use Permit (IUP) ❑ Administrative ..................................................$100 ❑ In conjunction with Single -Family Residence.. $325 ❑All Others......................................................... $425 ❑ Rezoning (REZ) Plus $10 per 1,000 square feet of building ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD.................$100 ❑ All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 lots) ❑ CommerciaVlndustrialDistricts*......................$500 ❑ Metes & Bounds (2 lots)..................................$300 Plus $10 per 1,000 square feet of building area: ❑ Consolidate Lots.............................................$150 (_ thousand square feet) ❑ Lot Line Adjustment.. ....................................... `Include number of axially employees: ❑ Final Plat ..........................................................$700 `Include number of new employees: (Includes $450 escrow for attorney costs)* ❑ Residential Districts.........................................$500 `Additional escrow may be required for other applications Plus $5 per dwelling unit (— units) through the development contract. ❑ Notification Sign (city to install and remove) ............................. Vacation of Easements/Right-of-way (VAC)........ ❑ Subdivision (SUB) ❑ Create 3 lots or less .......................................:$300 ❑ Create over 3 lots.......................$600 + $15 per lot lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots.............................................$150 ❑ Lot Line Adjustment.. ....................................... $150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)* `Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ......................................................................... $200 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address (_ addresses) ❑s qw for Recording Documents (check all that apply) ......................................... $50 per document cConditional Use Permit El Interim Use Permit ❑ acation El Site Plan Agreement ❑ Variance El Weiland Alteration Permit ❑ Metes & Bounds Subdivision (2 deeds) ❑ Easements (_easements) ❑ Deeds TOTAL FEE: Section 2: Requiied Information Description of Proposal: Property Address or Location: % %&V Parcel #: /) U ?-,;q &6)6. Legal Description: � r:` ako l Total Acreage: ry Wetlands Present? E] Yes �o /,o% Present Zoning: �Requested Zoning: Present Land Use Designation: Existing Use of Property: Check box if separate narrative is attached. Requested Land Use Designation: Section 3: Property Owner APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the/ information and exhibits sytimitted are true and correct. Name: N'X, 1k111.c , / Gro/ uVX IlLS'1l{? Contact: ey Address:4� 7' c U / -e, 7� Phone: City/State/Zip: 1 i c. /V J-41� Cell:t Email: r (J� ` • �e /tJ (jVLcUIIC'L� r Calax: Signature: �– Date: 17— Il / PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. Signature: Date: PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4- Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete alt necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. CCCROWN CASTLE Crown Castle 1600 Utica Ave S, Suite 475 Saint Louis Park, MN 55416 763— 852-0576 RE: Statement of Compliance for Conditional Use Permit Amendment Application to extend the tower at 7700 Quattro Drive. Planning Commission — Per the Conditional Use Permit Application Checklist, there are twelve (12) criteria that must be addressed via a Statement of Compliance. The criteria are addressed below: a. The extension of the tower will not be detrimental or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The tower has existed since 2000, and a condition of the original CUP was to make the tower amendable for an extension for another carrier. This is the exact circumstance found in this application. b. This tower extension will be consistent with the city's comprehensive plan and this chapter. c. The extension will be designed, constructed, operated, and maintained so to be compatiable in appearance with the existing or intended character of the general vicinity and will not change the essential character of the area. The extension will match the existing tower and a slight height measurement will be the only change. d. The extension will not be hazardous or disturbing to existing or planned neighborhood uses. The tower extension will not change its function; instead more wireless customers will receive better coverage. e. Will be served adequately by essential public facilities and services, including street, police, and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. There will be no change as to how the facility is maintain and/or its access to services or public facilities. The Foundation for a Wireless World. CrownCastle.com cc CROWN CASTLE Crown Castle 1600 Utica Ave S, Suite 475 Saint Louis Park, MN 554i6 763— 852-0576 f. The tower extension will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Again, there will be no change concerning how the facility is operated. g. The tower extension will not involve uses, activities, processes, materials, equipment and conditions or operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The tower extension will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The basic configuration of the compound will not change. i. Tower extensions will not result in the destruction, loos of damage of solar access, natural, scenic or historic features of major significance. Again, the basic features of the site will not change. j. The tower extension will be aesthetically compatible with the area. k. The tower extension will not depreciate property values 1. The tower extension meets standards prescribed for certain uses as provided in this article. Richard Krueger District Real Estate Specialist The Foundation for a Wireless World. CrownCastle.com Digitally sig PPROVEDC h Chad Hihne Chad Hiltner at 9:42 am, Apr 11, 2017 ■ OR m=Cha o -Crown C Lr Wner emailahad ve'r — 'I em castle: _ Date: 2017.1 09:43:27-0' MIN MACAROON NEW BUILD PROJECT INFORMATION s11E NOME MN MMARWN slrEPmREss: n MUM FOR OWNER MPROV LC 1617 SORNE CXMlM6EEN. MNES]1] (M COMM. HENNEPN .NT SE: NH'Sf'S9g0'INP0091 LONGITUDE: W31•mSs.Or IN00091 DROMEMBASMON ''//� � SNE MTP FORM DPTE➢: S.". BUILENOWFE IIB SNeM 1S%a=S909.F. ISSUE SUMMARY REV. 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ON __ _- _- - - _M .us «5 ._M. _960'_ - - -_ __6f' - - - _ __BD'_ - __-__._ _ - i___ - ____ a9 J.51M/AXR IX PX] - _______ ___-___ __ ___I_M__Pofli___ _ __51N M1"I(f _Rd -15 __ -_ _ _____ _ -__ _ _____ _____ _____ _ _____ T _ __ _ _ __ _____ DD D PROJECT 201308]]026 LOC.CODE 285810 H-----4.i 4_ _ 1X _ ______________ _______________SEn - ----- - a.Po PDW 4M wm Pv+i_ _M -._____. _ nm?[ _ -__-__-_ - __ _ -_ _ _'__ P -1 ___________________TERF911;.r_ - R9J WCSmN I RDSEXHRCpI W ]12M2 NBip -- --- - - -- -__4.5_ I.If.1EL Eh1 Pp1!I _ Nils[ __=________- _-__-_-_-_-____-________Y,I__------------------ I LRAIR!a1' ---4.3 _ -73 - ___ - 1 ___ __Jm _ zirn9=-fis=e6s _uRp N1uz u_ w_ n_ __ ¢Fn!cn; MIN - 11 - ___ ____ __ PDRr ___ADT _ _____ _ _ _ _9uv__._ _ _ _ ----------------- __________ _ _ _ MACAROON cc ______ _ _Y3_ 4 12TM - L_ _ - MID ------ NPam m.9 ----- ]m .0 _____ --- _____ ____ _ s - -- 1 qN Wcss9x RR1ti-Bla (1) ROMBW£R W-71212 RUB xm+ a JLMMA Dm. NX ro RPoI Tlll� IM1 EDP iS3 O.1 BN ffV7VY9� QUA7`RO DRIVE CHgNHASSEN, MN 55317 _ _ _ __22_ TILR%I ___ _____ _ -- MI-DB-665-_N_p _ _1. PRD _ �. _f -. -IS - _ _ - __M'__ - _ _ __4 P_ ___ 1 IpD ERIC4CN Po815]2 92 pY11D G lq 11 0 I) W. B-7 RRU ____2a___ - _29_ DL _- - _ ___J_9l _Po_m___ - _41H FCFl _ _t_A_«_5_ 0.0 tis __ __ __-__ _____ ___ _ __ _ __-__ _ _ _ P_ __ _ __-__ I IpU FNCSSCN _N_ .iPo1532 85 1 RXENEA 20 (I ADSENBEflDs N-]ID]1S MOND JOWM CbT _BD.YN Wu_ - _ - - _25_ 1X PX2 _ __ - SM PARI _ _v5w -_ T_ D v zs px RRusss B2 CO ENT - ze n Rxa _ _ px lrom �� ______ _ __-__ _ _ _ _ _ _ _ _ _-_ AMErvrvANBY Eau1FMENTICPBLE XEY NELINED.. 2W aI lx PolD t_ eNA x]Cry➢-96-885-NW uS Hs 860__ 84_ Dp__._ T._ 1 RDSENNBUR W -]12D12 MHRM I IWu WLSSDR w-2 BE69I) NW01 phi. BPC_ID Wu_ 2_ TM _t _- ____ __ ___zXA P.]M __ _____ - ____ _ _ _ _ _ __�_ _ la _ 1XjflM2 - - POW ___ ______ __ _ IE/14 carxEn iD PCNIs ON .p NmYIE ON rals-BI3 _________------ CDM1NFCF fi MMS S.1/a3 M flAl6)E BD81 -------- _�__ _s__TM� ___..____- __ _ - - -- - - -- --PON DI - _BM wm __ _� ys . _bra ._____. _____ _____ ____ _____ _ _ _ _ _ _ s____-__ _ __ _____ 3.6 _ __ 1X ____ __._____ _________ eM p]Ai _ u -_-__ _____.__ _ _ _ - - _ _9.1_ _I_ _ JW_ _ X)f/Y_.o-0fiI 23RDPDm _____ _9&_p'_ __&_'__ __Bp' __ _ P___ _____________ _ _ _ ___________ _ _ _'i_ _ _ ___ I� flWl_1_WL}SpN �PoLL6a2Ull!Mii_ _ _ _ ___ _ (I) ApsENBEMI DBq W-]ITDIR XB91D _ _ _ _ _ _ __A_IM_H_R_DLTT. _PJII_ip_Po0.1___ - _4.2_ 9'3 ff ____ _ _ _IX]0.C2 1%�1P:1 _ ___ _-_ - ______ ------ __ __ 4M PoRi W�fCOi __ ___ E _Imv- _ _ _e'n_._G_ BV -IS _nm_nF_ __-___ __ __ __--_ _____ - _ __ __ --- _ _____ ___ _____ - _____ ____ __P___ - _ __ - _ _ -_ ____ -. _ _ DPAWNPY: 0931-1 6 OHEC CHELI(ED 9V' BM8 aEv.n 02-ta-n __ _ _ _ _ _________U_F0.`14_II_____ LIIL AEV.A W.1P1] 30 APER MmRW IB'D {C1N 1/2' 1D' ^ EQUIPMENT/CABLE KEY SCALE'. NONE ANTENNA KEY SCALE NONE A-3 \\\\ T J Dq NOUS: § ,moo , "yrs r-IAAME & COIIPH MOUNT r0 BE T J' SVID 5 WXCAfIE W/ fiM6 GRmE LISENSEO _ mE PRO 1 PRQP-496-HKMOUNT I, ,� UU I A W.W.M "B41rEC1 (12) 2.5'0 r O.s' GONG SCHEDULE y.. � u f GOLVUNIZED 40 MOUNPNG PIPES '" 12427 UpWE 350' CPs emtWw v f P SECTO0. PO511WN5. } 14 NDUE N wB1E Wp£ SUPPCAS ARE IEOGEED �2 p MDMYS Xm m FWID 6'-R MIIN / t �1 Wf9Vli: EYRN9D16 Ntt m ERffm 1•-6• 1)' AU S , LTP- (1) Dar. TSD ' romuu6wn:m aPmEms mR '^ �LCONCRETE SIDE WALK LfPID1YDR. <CtlWM41E XTN VIX GE r SCALE:1?=1'0' °' y NN ry qe ne ocnvene piepprteermvnwe. wgmmneneum em GE ' nas•+euwwwq 6-0 i m wESTJDseVauenexe. xmEaitmw.wz. xo I N EXISnNG lo, IXISIING VBIFS yti��,4 S weN ewDOE i (wrt'we) � UTrosm aw muxK OUTSIDE, e1 "MmmE XONOPDTD..1 E $J R `� \ ] 2 EXISING .BLE 1. 4•-0' OM' USIXG UNE fOHD w: if T 'A 1) 6gICE PMNGED. BANNER. 2 % 9XtlKEr / AND GAw1arNETRUPSp% RANGERRANGERer. 1d�S 9 .1{ i\ I IsSU 2) ODWER SOGIWiF moi, mE ofar PAGIG1 rX51 DESIGN© J) nwl6s &:H4XG, mE PRD 1 B NORTH msnml snrttt 14) sroAlLss mum FJgpES, �\ CABLE BRIDGE PLAN aue. mE Nm 1 nD256-26 scA1£:1,=1D'O' PRO1DE u1W1116 AND NL EOFrvvwvE ssn NORTH uSGnwroUs NEURON. Nw0wA9E NulsoFsfw ux ANTG MOUNTING DETAIL i11r� Id �" Rr mR NpCpTD SEP SCALE'. Y1fi'=1'.0" FAWFf1P GROWN. _._-_... NORTH (-,- CABLE DETAIL verizonv aDED,— PROJECT Ii 201301 RNC£ BEIgID �: � IEI®1f aP W.LLL Tao Iw RIU L(IC CODE: 265810 GUNDOEDNIWWVA �. 511EILS Ar \ III ` �= II iI ---J I, uoceL sATE iw"�n'D NunEsnD MIN I� st,D 4J�A V\ ��'„Rm•� MACAROON WF 'RN rm -E*_ �l 11 I)I I �I i :' WMA RDI �LaiR W/ BU #878498 etmlm _ — 11 SUMcTU[ I = p) H I i� 1 11 �: a 3b SV$rIP wmmiEySpON/y I' —LO ul III.��4+C+` x ADESI QUATTRO DRIVE (1 I�I III Iii III- uRAe lx111 II RmuO¢ ) CHANHASSEN MN 5531E II II I�I. II II eag suN JI II nwm 11 II141 -- s Easnnc aott F III j 1 1 IIT I I =I I III Ij DIR IOICx ME�KY II SHEET CONTENTS: 'I II III r II II eII=N II I I F 911 III I: 111111 I, a -m a III IIII ,E - f: J'. AamNNAMOUNTING DETAIL -1� I 1111 III III L 1-11111 III 'Open 111 I C Ir -III III 11n 9., IPI 111 4ixcx Porton II''.EII LII -i'i CALLEeHIDGEPLAN °TIO ilp 1 111 j 1= III iWxWTox 'III CII �L PhE IO¢>I O III Ili` 6TAIawuLsemroN III IL 1 I III= III—III II#11 III II u" IIC� leGoNcO 3111 II Jj ARDuxD mxGmc IIID DNNNETE smewAlK 1(11=11 Ilii {II TIl II I�'1 �� II 41 OL, II -,.lull i -III — eROI 11 �T I' IIII III II� IIF IH LI4 XPaw Ar le ITP GOGN li. x1NDAaL y m. U L u TF WOOL. .1 11111.=11 1 III U _ II =,dl II --❑ I11I I I X- !-II Ilrl /+mAAw Ar tfi•cc1 cDTwAcrtD yt DRAwry er vs ...- _ xwls mem De aeme - OA e 1 11-I 111 1--I �I II III 1 �� e±R .dry, uNuuic aur cx6claOln: I.. 61NCH TOOK WIN. REV. A @-14mn I III 111 III III �� 1111 III 1'',a• X 2V c.xDwSSE TGDnxc w.1o�IT I L IIII-_I II��--.Ti I STAIRANALL SECTION �GCALE GIG =I "A-4 5ENEFML PIWI 02 7600 pD1NN 10 SIZE Gntm[lar Mdl "e IQfIS DXl&B-nw[alm EW pYdl R fFiS Ns1N .� 1na--////' j..�..2aW !O. PFPkaiS mmticaa AeNkd mldm 1[ tie Plalfarm dM Ile MR, Pmnds, Conal aha earn pull e0b e. UMelgwna m b shall be 2-I P 9 �' p5 pp2 XFLVS EOMNIEIII %AlF(pN iOMFR y ` ~"r CAS M' Pmmft nal Me w W by, A A IM1e dome d- VMzm Mlebaa, to Sehande. W RC. ageade W DO Brae muR os, Mina) Cable b d 3/. ( / Conlrnb x111 ora Xema M abucbval os, monde. f%IFNSYJN fA9ME3 � � �� b M1wdrcfler MmrW W m The MR OPm gmib MIN be aegdrea Ne CanMtiv % MMX CO. imMn Mail be ddiPYtl in o tlmtly latllan, wing o mmpxbr, old ead B, , . -. m Ympy lumhlai by Aver, ma e-0dl Mem-IumiMW Nem. SaeWml anal raR LICGNBED makrA6 MW wearer anmgM an site. intlraing be (2) aNaAade nM[rv: we mA BI S antl 0' oda adMUN. Seeress dell d t[dYdaf and exUa nor NSC ¢ped! o4'ons, wwNg whim mvdeff 1[ =ply/DI ) ARCHITECT m OW2 S1Npgy f� Mee M 2W all dead Oma. 120/20 doll. Books, fill deal d'Dermal AWS elanWis IN WSug dldl d m arywn m $M1[y Omxinge, peAamM b NII.NNAg a AyMLl MUM� Ir r 0 A, And d IumiMea by Na Ag. dryl gree Nall M —w .w Real Dry' A na'¢WNe, ma mMy Wed MAIL be appraat by Men land,. AWS ...a.., [M ImperlW m prm<n6ea by pe BW , Fngalmr. 9xl IWW lq ._Tw 1212] e` eaL to East per'Apad Em pawls', Nil .1 d ASM .2 par W, and 3/4' field bona ... d Art Twlwerry emoting bdb, dip lenges antl body .1 An NmhMa by ..or EoMw6ma Mel FFFS XA,EAdLLs TESTXC EF6 11L UI a` 01 OR 0 INSURANCE k BONA C.Um u ad Iumis' Inan—..0M a2 RON ROW TO STT Cnlmdm 6e Add xuiW n ymn, antl guXadzW Man dlnsry 1[ a@. sbuqural ped. oar m'emllonmua iron os, Axl, gal d Hot dIpwa ASM A123 SelsteL 118EC .A EFfS AS WNIEAS N I. ertdiag EquumeM AOAam yr NO. Cantmator aNl mdoll Ikma topped Imn . lar NmnMa wa mbmnlmtlors any Ower. naNg. CanbM, m ... will weavei B ar ogeenanny be sag presd 2' adr ll W PC Iona l (gashi M WL arbor mka os, anewexx ) xAM1 5mga p' A. ar 2' SOA11 -IAH wnawl lar ¢Mewl pr bank— grMe R. law.. Dw us, eased IN.— ddb be M dppW fdnewsal For, os, a o rmt k d tlelemnal %Ne Rogers Oanr, Anne". lie Me Equpmwl Nit— IMudn,. WI not Iin�M A. I Idlvairg: onMmy, ydjsl An (1) we year, after [mgh6[n. 'A mw bwilg, An pull [Wye ler T¢CO aenhu x e. of pans rude to d 9wmnuea per ASIA Al. fief nal damaged or uewleE gaMnimi aWrcn sal d Gmmr anden: soldier fifdn9l serape;...a.: and bun dr. ypCS!_LA, RTWUIG W"L Odr eptk Ian, azr¢ and Crean DBA I., Noll be A in 02 760. he pv MTII AM gTNllt Tp SAF 13 W13 TX4 RT AND ENFI:f iCx£R EMI50N 01 GW ..AlION k .0vi AMM Lwbmlw Nog feral homywtun By Mer nn mrsof TIM) m gM Contrmlm na. adWuld Awry a 6m tower Wsyw antl yoadd a,— In Condenser earl prwiM wpmddon MwgdBl Me Pmpwl amrdarae Id nark fife XOW A. MPmmm � CrHE B,�CE m uerrx� . m�w�n•man:•: al the Subunlralmc antl adeery a eatw.. w Gana-IuniNW IN.,. k a Unh Endangers, ry g gouts UUGke rynaitdeio in[luk a Amu AgJW 6 fence and d' doll W y wa F44mea' Rearden Noll r NIA / OR MOUNTING waamenxrexrmeee Used- h Ret [Ian Nom mmpy WIM1 mragpA{ manly, state antl/er IeMN aE4 Omit, M In6A, 200 merry wan, fro f WM1 Y gm dq 3/4' to 1 1/1' [mem 1 1/ pa k (no rrck (nd firm), r6xtl ¢mpNM1. Down mcM NAI mAaM1 miMtiy. 2013087]426 N 31ar CpICIRIE dfifil induam9 COAs N/A DAOUNGNG n a Al RIICHG NM XL SHIFNS nm.nrM—a 01 New TS1rA 02 WOl HANERG MIN WI. W616gs. MOM A .Rel IW92LWE WNERET PAM. Anr.lm.lair CaModa le reNwnible far peroral All AM wBNkiwt xNc as a—. At fees. IwM'da us, fen. ,All be gahadae3 elwI fang Nd ba V -D' CONSWE S AND WOUND br 1. Mmplm (AL: LLwmle LT4 =), and for Sol AgmIpn. ral x 9 go. X 2 gain mal !obit, ./ 7 g[, wAdm Alun wire Cbmer and Pale X/A YETErat BALL 02 TWO "/A yah Moll 3/ 2 T/b' O.D. xM1 W Mtml Pp,, btlm Are pmh AUFXNi p1A1fCgNw Ide ' To reAIICN Gnwtlm h m mamiI . 7 Wmae to A a nae Owner mdy a iIA6 LmMMr till viral aper k MMka A as, emend of 203 doN d 2 3/8' OA, mX 0 Mill ell /8'area.O pipe. Top Poi. Noll d, 15/B' 0.0. Ped pipe fl Cc le wna. 1. wb m eeaaaa waw. see ado de same. m N. 1. a al, to amens ter g6 go'Need BI, ma oXma, mxMga Dwm mde Mer /or of Gob MAI 1 5/0' An. ply, firm ad, dwell d IM1rte (3) N/p At SCOPEN, eery. Bra RE,u 6e dbalt on ea. lama maloit led a, Befor a Mid 6 Ad Wwmtlar h na ubma o Pn-COMmAIon AeM9 0l tll prion g ad or Mean s wart o we , had etre fi T -a' MAMA gmaa dNMW aubOft 9 Moll d 3/6' as.fi OR". f A scared war gh r tleyaef al b orwdorw tis, R3 A Peivmler SIT krce in to k moinW'urai 10r Mn1, P b Me theCy N mMntlidn mw T V ayN9 s. am W® ye as, 1 5%a I.E. PIPJ natlyuie N Anew. Cab MN Moll d 5{{[yy tla151A1[IgN CON1NdTffl BH+ll PAOgDE N11FAW5. Vb3n, 1015, 1H4N5PopfA1AN, SIRFNrH[H, m. MMES 01 5103 afxphat u[lol ,dole. 'fiery' m e t Eabnc Mal a1mE N dNin I' el OMs, 9mda am flC. i0 NLLY M1Ak WCflN AEDUAE aX THE DIU DER Cunho]m b mmwe Om os, euMg mrddnM w bdmNd on RarAyg. env k d ircLds SmmM14 CMOaIw 9M1oll mdMnln tlx job aIle In o tlmn and ardXy Imniw, pm0wng no boom on paMnp Missing pmt Mµroi load as, the Frypmnl Pabwm AtlDC{ ME S.E. 13 RNVnes, ONS AN AM E R A'O $PECNG110XS AND SHW IH1WL 6N NOl BE IWfd io, ME FOIINYNG M G SHEET CONTENTS: Ierye rfi anfeed., Amara dwpm{ antl awunry (Adan arm m Odle t lenem ¢An lobe auma3e aging M¢ edea ma any w n IT kno, l aatmbr nun lamed A Meas mNaA for Gba Nn a¢ m aeimlW an RO5 DESIGN mmwej eama9e ha mw amu, anon be rt oirta v rt acd la wwr a wed o o P P map W.Bng pre-mn'MWdan oM4u" y Art armMga aW vW,m Mm® mndM Dema,. . 910 PAEPNUIICN 6, GI .. HOUWNQN REAM mnyua arc dig ea By g' eel PANam NandwWe. Contraln IMI irdoll fill ampercnM NN9W Imm rile Me Egelmenl PWllonn. ANT BLANK GnboAar dead, fuelsequlpmmA mamwy m eapWiA aMd 02 ASW NRPATION SYaTEN6 GaIImMr Mdl /urns, A bilAl rm4m. for Me Ian 6Mtld an indmled an Me EWPMEM AACIRI N MUNM NH1f.LL1 '.An ECERPssw 110C.rt H/A Wwh9a h.6. MSelpe Sala Demib. ED NA1AR. IIIIIm,mana 01 590 DER OfFlCfs A MUM.. Canbador ,All pmd w nary (memma w m s antler eLb) far kala and CO2 LOW VNVaTMNG AnGVl ALL WMR NAA1 A .VA9Y naelcn'larcow makrA6 MW wearer anmgM an site. f nt-tn to tutee t. or— wedged %wnWpbn %peynng mi, plmin, 13 1400 Aglow, 1. ..l atoll inner IMINe mNmm and In. I— dWlg seeing. CAAIMBAR ELECTRIUL A TSLEnHONE 41MLES 01 700 COM UP k CLOSE OUT and A MNy be mdMo'm gran armed By 1 to. Cmav4or Mull Ad and mrow fined true pe a—. VON dmdmda INSTALL NIIGl11 of". GnhoAm .0 Ams op Me She an Ue mA.. of .—.. Cmbmmr Moll C°M.Rr of palm uiNug IOM, eAmn s Mal we net in Nc Age al INSINL NIIGl10S A GALE It ilnl® lined m Me Omr'g NrcM1 And, antl aeon ign and ,Aum Id Werk gmMa pu.0 , final d token to arra Me M.M .I pidilg 0me os, graLs'. 6 mail ars, RRATI g the begaw of red ".." Branch 13 340 TRANSPORT AAAI SET EGUIFIEXI PGINAM CABLE 9UOIE PLO MF SNENS to a Ael b IM Omv. CodmAn MMP maMdn o ad W drueilga duns, Id) b. m lion, ea.. Ua>adiM nw1 be autres Civ k PWrmiy Wwk Mel my, muse AMrmA and. power ram(,) anteing tank br Oownwer 4 atl0ag end CMYfl 9JAEH2NG N IEXC.. V@rizon✓ eM1iM ganyee dull d mbd In rW ilk A lea all al ra lmtl damage W -Bulb) ...ad Amu9a rmWNlg land Slegg 0 Una MUsle shell d wmpnsW 6y IM ertdiag EquumeM AOAam yr NO. Cantmator aNl mdoll Ikma topped Imn CONCRETE pAMIC re k d gAen A Ue MAbat A ted empktln and aubnl'mnabuc6an mk fdnewsal For, os, a o rmt k d tlelemnal %Ne Rogers Oanr, Anne". lie Me Equpmwl Nit— IMudn,. WI not Iin�M A. I Idlvairg: onMmy, CONCRETE.. son Aw NG VANAA mann' b GmWAIn Ewa— d Gmmr anden: soldier fifdn9l serape;...a.: and bun dr. ypCS!_LA, RTWUIG W"L a �le"I'd-amrN sed 01 3 TRIIIXS If MIFACE 13 W13 TX4 RT AND ENFI:f iCx£R EMI50N Lwbmlw Nog feral homywtun By Mer nn mrsof Ltl� Contrmlm na. adWuld Awry a 6m tower Wsyw antl yoadd a,— In Gnlw[Im b mmpre tlrnapa omhA Omda'RequeA lu Ouse; (Af0). II , 0"), U OI TOW MR. fORNWOw drandln9 and ewers,.... as,. mire Me ablsw of a sjW mXe Real Aearepnb arias, GnhwW !MY Melly eiM 0.ner Ilvl Me Rf0 Me ryaailgr PROJECT GI A IMHL ONE A PER OIFM CnerM menu s,dl d dmerum WrieG wtl. dFA (OBI/Sdo or elwl) an Mu Tmm. Cmh¢lur ..It pawl rare as, 6 for Id's em pemanel, wad reuaam6A fired M brow."b ft. he Ns mWulor. m 2013087]426 N 31ar CpICIRIE LOC. CODE: 265810 OI Y2W a MAN os, yncrda ¢MI d 6S LRS air a F®d 26 days Al MIN U ItraAar sM1tll py aulm os,/w m Ian m mdenoh and Brady. aaaiw, 15 400 PIL919MG , s in W Ad(ASIA Crossed bnwl RoR W (0.51N 615). Canvale Loma NNII be dimmabn bn anning. N/A m 6Gm Lamlrt Is SGBB AM MACAROON 02 TWO "/A NIA Ide ' To reAIICN Gnwtlm h m mamiI . 7 Wmae to A a nae Owner mdy a iIA6 LmMMr till viral aper k MMka A as, emend Cc le wna. 1. wb m eeaaaa waw. see ado de same. m N. 1. a al, to amens m A. ,DAER FwuGTNx EIEGMIG 6U #878498 Bra RE,u 6e dbalt on ea. lama maloit led a, Befor a u/A OR". f A scared war gh r tleyaef al b orwdorw tis, R3 A Peivmler SIT krce in to k moinW'urai 10r IB SW3 IICHINC ARE FIECIAIGL QUATTRO DRIVE Ma Arrdlan nal Ma twk o3 owl G11PlNC FA..H Conlmcb Na. proMe IaSer and .a ha de Is[dmay k mmdde Me wrF Cunho]m b mmwe Om os, euMg mrddnM w bdmNd on RarAyg. env k d ircLds SmmM14 N/A boom on paMnp Missing pmt Mµroi load as, the Frypmnl Pabwm CHANHASSEN, MN 55317 SHEET CONTENTS: nmoel hand, I, abmpa, mob. os, wgektiw motley. mamarly. Adedmd, ddn'4 ntl wR Owes maMr is b d arfif ry kmO'M N antl nary anon m d M[pild antl mmpxld the uddgwla edea W 900 Epde.d. PUmw iW LLAREN 16 AN GM7WNXC OUTLINE SPECIFICniIl O211W AGO INNPRENEXI k COt6TINLINX Canned', a. ds A iuMll mammal, for E.Ol HWmm Iaunadiw. Cantrab Moll ends IMmaWn If the and Anne the coral CAM NDNC A/A Conor Ante d hT ARS or ALI and 40W pd at 26 dry.. AI miMeess, b b d Cade 60 Owes 615). MWr hand Ire�A yMMM a N M NIREIESS. U.ar dog n M m boom w 02 A EYGVAI don, re by Cmbmbr. gmlrmkr At mmdy ANY the Cmm'a $We. WXSIAOCINXI BKLIfNAIYJHq Grefinahg Nan. My afe-goof '—wage, Imunpnet ewmd by Me fl(GWNW STPNMAD ore k be addressed A Auhoebr m Me Arcr. % a wereRN Ee Rod Bidding m nmemT. mem to he no dote M E NIXAOY DINCAf1E 9rAVNV.6. wasestral ,hdmin m tend Fane¢ moprbl d he dapeM ot'm Mao g da afte. e dw AM REO. Far real hmbbg ucwand mem, mnbe[lor Noll W@e ao[k or xdmml filler ler Lllenrg al doA dMnorge WWF CpMmctm gal 1wAr 4 am war ll 6YL doll o.ee pe kNAsluml DRAOR BY LOS BE 500 PAYING k SAF91INO Mwmnb. Mmk ARI he 7-5/8' x 11-5/0' d ISL/0'. WMr MAE be ISO N os, mmpy e:M "'A's C 2]0, jN. wnmrd. CHEYKED BY AM Use. yang aMl d 5' Mid, rdlm who VIV xAMd Are Rgh an p3 word Wn IV oxf nnr B 3'rand ashism. CmhaAor wnuN Imre IM edatlrg REV A OY 14 17 wnoen patin9 drm ie Saf 11. dsna9e Munn, Mb day, and an ARO A rel I'd NM army now. A., be nyiM or npluaei m 'Al eJAag forge. wdM'an. A-5 GENERAL GROUNDING NOTES: Noll. ca.brCar snap confirm that TCB, exist It SYMBOL AND NOTE LEGEND 12 SBIC 75-1ot xrticol interests Me any greed or sell-euppod I RING. FSNRNAL WAIED W/ ROM )2 W, 1A RING. CCA CG ENI t2 SBIC 2 DEEP ANNEE (N IMPROGE(AND .. OR PNE l WHO TOBLDG SIL FRONT �2 SOL 4 . AI PANEL FROM L D 10 (2) we 25 KOM, ISOIAIED FROM 1E00 1 HC 250.6fi 5 RMG 10 GROUND &4 2 2 $BTC 6 RING TO f%1MR G&TCI ]4 SBIC ] DEEP MODE TO MGN XSfD]]-9 M PONEL IO WMEA YrIER OF own 66 9 Ett WMEA 10 IM WAIFA PIES NSID53-9 26 LGXMG RDD m TO NEARBY MR P RUNG TO TOWER RING 28 ANC ID SHRRA AIPo 29 D. AC PRO i0 B CHG IFN G wed— AL PNL m WNE15 ]I MM/FCB TO PWR, Bmh FPOHES 32 131 10 MUM WARCHARGER FRAME ]3 (31 TO ROG RE IR4NE 3q d]I TO PCU IR4ME 35 831 TO MU 1-1 ]6 /31 TO POD RUNE 31 GONADS TG TOY ROOM NFPA ]&1 (2) 02 SBIC (2) /2 SOC HOUG31-11 SIO]] -11 2 0 I -ills E / /61 -SIP j'6 I-$Ifl A6 -SIA YB Tog6 86 I -SIR MM33-145 M axlernol Euletl grountl ring (Lead 1) shall be Darer. ontl that tme.atepion Imes are grounded to exh 10 IM WATER PIR N MCA It -12 NOi USED 13 AD ficy. m NGB L.NLR/ffA m BLDG SIL F E TIL MCB/fCB t0 PWF/WOLL MIL PHILFI/0 IS MGB/FGB TO FORS HE SAME ll t6 Ml W"42 IG "Was m Gal ENTRY Real 1] M I]A EOPCA IO o F- pIPIDGE 1]B MCB/FGB N F -D O HIGHEST IB LOWEST NCB TO HIGHEST FGB EST NSNS}-9 GOODS, IM -5M -SIP ill -SIR FI/0 I -SIR B6 -SIA M I -STEL 82/0 -SIR 3]A NGB/iCB t0 NM TERN fMR $UPR ]B -TO PDV GB Jgq EGA 10 In. GB GRRIER SOPPLY yJ OC BU$ DUCT TO NEYf SECTION 40 OF BUS RIIM TO WB/FCB I's NGB/F.ID IRS -U NET USED q5 W NAC FNL 111 BRANCH OL PNL 46 BWHCH M K. TO Sm OMLT M MBRI INTO ERN 4B I&D p51 fi INIEC Nd 49 INIEC fRM 10 EONP 91E6 eslablisM1ea grountl me equipment shelter oM laxer ]GB. Only the bottom -moat TOP n isolated from the ANR-OX LOMPoI/M BEFORE OTHER He LTAD 16 TO OINfA fG%, <6' #2 RUTH AROUND SHELTER. THEP, OR GUY ANCHOR mu.I.I. s. Lead 1 snml be Lel 0.- caro P frame: apver Ices may ase me tower rhe Item tram[ a2raa]rnD ro rosTs. 211 N""Y" ID ERAfi M PNL 5/0' N 10-G'GLLVINIZEO STEEL CROUNO ROD oundotiona: it fountlotions ore lex Ihon 90 spar\, as ori common grountl, r=qumng no wPoer leotls belsreen .CBs. m ZM NFAb'S1 WAND 10 SI .EDI PNL NEC "I'll keep Leoa 1 tenter=tl h=Lxeen them. If IM1a lower Looe FB I -AA DESIGN O TEA . MITURROD LOCATION is ser 20'-0" Item the equipment stetter, o separate 42 SRTC Whip lease 86 -AA RNRED BRAMER S/RAP 21C IM DAN TO EOUF W IT. 22 ROW Imz_ RING TO NOW GAXO 23 MRH/fCB TO ECPoB. SAME ROM 2N MGB/iGB TO Cqi-HF UNP PROT Imo 1 shop be ,tagall around -ch foundotiol6 57A arl TO C9. GAIDAUXWAY SG\ 141A TO NSLE f E Of 15M TO EAST SGL IRAME MD at NO USED --�- Bence—let Dollars+for.-saua ueslcltlFreou e2 SETS WHIP LEAD ped a'. weTom, 1s moll be banded mch Iwo pomp=I RMIp- leads shall connect lee GA. orbital ground t2 SBIC oCdble ^eke ontl hilae an me equipment e u walk 2M LOWER PINI ASST IO UPPER Ideas at MarclB Deet room hOdeOntally. ConnetTom between fee TWO Lend 15 shall be hi-tlirecllonol. fly to the fiHowng .Demi: � (2) pZ M. .ROM NG, PGB, OR IGB 10 IFAp I grouse dl'd allden la aql Eor (I' • The imnvnrssonxLineaGrountlIn. or (IGBNm Monopole }ewers'. ATMI ral � Ile bda DI The so hr Iron do Ine eam liran¢miml ui ^g Ine B-pdinl fall of pdten'ial melba. Contractor All sub rode connection' shall be L g_,I ofethe bene, IT © M INAC UNIT nmied or gas-tigh`UL4G]-15..IT cldmwmcionlW, P lillinga pre-Iilletl xitn n" -BIT told I 9rnaOWN. `long. idn, ate Prmss,s attach la the pOxplale or con'ull laxer monulaclurer. 21B $ 911WING NAIEP Subgradz <onnediom anon 9s1 ce 'cold gvlvonize We 'zit © Po 91ILMp tootetl. uwki"I © GBS V9LE BRIDGE SL W. PM'T L.tl 1 moll 4 02 soba bore lin-clotl ;SBTttl capper •dim M Nonge(s) on eocn Iver leg ad, If none ere now 11 a1Mch is tM III-- w consult ® EL RFLIRIGL label GPoWO uried o1 tarot boat aeplF. Dere Hes shall dka be emmimum IC radlus, Whip lead banes may be of tower monufotlurer. © EN GDOWERIML ELECIWPA MEIfR 12. am., Used lowers: ® UN GN ANCHOR MUM, Crouna rotls he golwnuetl sleet 5/6'9, apocetl • To'comps M Ilrnga(s) on the Iverr . It none re uroaiip' o1Mcn M the btheplale or - 11 tower © FP RNCE PoSI t A, Ile Deet oPorl. or oa aM1oxn. Rotic shall be kept min. man MCMrer. 9Op GEN WOUGTOP 24 inches It— mummians. rMana ,ads ore regmrM • faranNih o Lead 1 avium the law. ennosare oD to be ind olktl of fair lull ,.,(.a length. Dealt each guy antllor, at I.st 40 foot perimeter add ^Dying O GP GAND POST, 3/A, BRAD SINP TO IEA, sholl be oo an... in Debt 600WeL 9 to ad roes. E2 SBIC as ph.11 extend up, and We tlomped © GPS GPS UNIT SPECIFL CONSIOERA}IONS FOR GROUND RODS. (homecjdaWcal or equel), to any lxo guy Ii— © Guy GN WIRE MMH. CLAMP ONLY - NO WDM NEVER xele keds to the guy wrap. The lead to the When ground m& ore col spord[Wo to be backfilled x/ m 9uy anchor 'hand plot= ay be we1dM. © Ig HIM OR LOIIVFA Bentonite slung: N necessary, bedrock, or other © He GOODS OF NO. NOR obalmcband present driving of ground rods, the Contmclor will road He nave drilling equipment bare o FSY'say Melanie fence ^.thin 25 fact of lower Lead 1, a x]the © ILC IN MIED MN DENIER hole Mr ground red Ploremen. Hole to be bwkfilled 6 feel of Where, told 1, aball here Whip leads as 17 MOB MAIN GROUND M v/ Benlenile Slurry, follows: © Mu GENEWPOR IdURFER When specified .,In ¢lot,. Bentonite encasement. 'Eoch polr al gold posk. dnlhngeqbe equipment will be dead to be used to bore a ine pool SOI from o gret ' Ary laver l © Po'B PLAT GPOUM flsR o ground rod placement Slurry moll We made • park gob bar to its respecNrc gmepoal using © RBA FOUNDATION REINFORCING from pelletieM moleriol ('Grounding Grwel)i poxdered Bentonite is Hat olkwed If baulden, bedrock, or other WmidW strop (Offer lin-clyd copper w/ lug mad), fen's¢ arouM guy oneM1on anon he groused in pg M]F ytlfN obatruclims ar eund. Contractor shop drill to me similar Usable. © 5B SEM BONN sp.ifiee depth and prwme Off axw.means . [y., banksNOT © SP STEEL PMT gposedgrade oonotevona ¢non be by cogs v/ two -hole NIGER wft0 to rnr fun =nemsart. xI4 gw=lmk 9) AP SIED Pu1FGAl Ioyaas unless nam ornemkq joiwe to sura lead. a, he I'D, -..Molal maks mall tax we e fuel. a', ¢Meng (Tal s4esseE PRG Ill sof-ureaeing Leel d le koa mramea. use on approyea [lamp or tw-nm= lug © TEL nOFFWN 6oX (RELOLN/ZED, EM PST2SM, son 3'0, Or 1fi, se, on on available ,longe. O5 1GB }pyFA fR0UN0 BAP Gimping (BURNOY YAPC 2TC ]4E1). SURaces Thal are golyonued w woletl shall Fwe cooling(s) removed Fa 'emnn ce... nn a Etlend new Leotl 21B up l0 SM1eller M1olo, rem6dng © 1NR IOWEP NSE poor b bolting. BOILS sM1oll he sMinkw ¢Deet with flat rxo-way conn.nons as neMea. Cenerolor-equipped © N' pIESR NEL ART PIR avers on each 'ide of the connection ontl a lack er b,a, me .fast', nm. Star -mom washers ihellm love fi cast connections. Connections wilnin me enmer anal b= by compression: NEVER wee mxide D4t4: .Fall be ueM helm... lu & dissident mel me enmer. cmlmamr to rev the 2 eofie Bare en -nor sere p e ( ) ;copper -lo -steel, etc) hal ore not requires belwxn •Each veNcol au m PPG pipe al the ¢.[filar table cGnper vire Dasa Iros sl ring to air s CU lu a & lIed cloth CN Lua Mrs. Lug 0 Iengue. be lF Brilsl .a shall he keel of le none me ca tlilion=r h ke shleltl If pmvieetl by YLW. pa .. sFoll cooled anti-aeitlont wmpauna, sped laxer sbuclura. The cable bridge sM1oll he jumpered to be pe O ala exai cam Dana cleanHar b me the s Po pip. wi0 ®2 $BTC st eocM1 veAcol me yenmol w d gpivr be ted xlih rold-galvaniziy nedions.1 ompoa.d, aappoo or nen tear-matm'I.g valet ` With t, a • pop i =mrlet' of the fool was arcr the O Groom bar, aposed m weather .Fan be Un -clad eCgm=^I an r ¢holt TOP wEw Gap, tae anon be clean of any oaaaxoa pm, m lag hulling. • Ewn lrvAc SMela. N s=pank (mar be 'jumpered to —inroof ININI). LEAD IDDMFIDATION BLE DESDPoPIIDN• r "'M b tling Pkid, i1 MININr is meso, home. 25 RING TO NEAREST MGI No 12 SBIC f I RING. FSNRNAL WAIED W/ ROM )2 W, 1A RING. CCA CG ENI t2 SBIC 2 DEEP ANNEE (N IMPROGE(AND .. OR PNE l WHO TOBLDG SIL FRONT �2 SOL 4 . AI PANEL FROM L D 10 (2) we 25 KOM, ISOIAIED FROM 1E00 1 HC 250.6fi 5 RMG 10 GROUND &4 2 2 $BTC 6 RING TO f%1MR G&TCI ]4 SBIC ] DEEP MODE TO MGN XSfD]]-9 M PONEL IO WMEA YrIER OF own 66 9 Ett WMEA 10 IM WAIFA PIES NSID53-9 26 LGXMG RDD m TO NEARBY MR P RUNG TO TOWER RING 28 ANC ID SHRRA AIPo 29 D. AC PRO i0 B CHG IFN G wed— AL PNL m WNE15 ]I MM/FCB TO PWR, Bmh FPOHES 32 131 10 MUM WARCHARGER FRAME ]3 (31 TO ROG RE IR4NE 3q d]I TO PCU IR4ME 35 831 TO MU 1-1 ]6 /31 TO POD RUNE 31 GONADS TG TOY ROOM NFPA ]&1 (2) 02 SBIC (2) /2 SOC HOUG31-11 SIO]] -11 2 0 I -ills E / /61 -SIP j'6 I-$Ifl A6 -SIA YB Tog6 86 I -SIR MM33-145 LICENSER 11 1 pRCHITECi I. ]N.T ! E ��E Q� ��/� / /15 �.T _ /� AA/A�FW. � \\\\\` / I gf/RNOY 10 IM WATER PIR N MCA It -12 NOi USED 13 AD ficy. m NGB L.NLR/ffA m BLDG SIL F E TIL MCB/fCB t0 PWF/WOLL MIL PHILFI/0 IS MGB/FGB TO FORS HE SAME ll t6 Ml W"42 IG "Was m Gal ENTRY Real 1] M I]A EOPCA IO o F- pIPIDGE 1]B MCB/FGB N F -D O HIGHEST IB LOWEST NCB TO HIGHEST FGB EST NSNS}-9 GOODS, IM -5M -SIP ill -SIR FI/0 I -SIR B6 -SIA M I -STEL 82/0 -SIR 3]A NGB/iCB t0 NM TERN fMR $UPR ]B -TO PDV GB Jgq EGA 10 In. GB GRRIER SOPPLY yJ OC BU$ DUCT TO NEYf SECTION 40 OF BUS RIIM TO WB/FCB I's NGB/F.ID IRS -U NET USED q5 W NAC FNL 111 BRANCH OL PNL 46 BWHCH M K. TO Sm OMLT M MBRI INTO ERN 4B I&D p51 fi INIEC Nd 49 INIEC fRM 10 EONP 91E6 (6 -SIP ]SDMGY -SIO 2 0 -AA �6 1 -SIA IN I -SN A2/0 1 -STA NSN]3-1I .11 -II h2 -AR 06 I -SIP BY FASTENERS rmlrywimxoin operagers NIGER i cons nw M 12121 ANR-OX LOMPoI/M BEFORE OTHER He LTAD 16 TO OINfA fG%, <6' /2/DI-51R 50 PoU RI]Y AEf to 51 2 O -SIR a2raa]rnD ro rosTs. 211 N""Y" ID ERAfi M PNL 16 -STEL 51 �5O 101RW5 FPM 6D OL RYR B6 -STEL m ZM NFAb'S1 WAND 10 SI .EDI PNL NEC "I'll 52 1. FPM FUSE 10 Me OR BM FB I -AA DESIGN 2M GNB N PC ONTO ML F6 I -SI, SU ROGRES TO PoF/.. Nstfil 23 21 NGB/fCB TO of H40 F2 I -SM N MCB/fCB 10 SIg1C DENTES d6 -SIP 21q IN1fRIGR ' GRE EN' WL0 /2 1 -SIR 55 NCB/ITB 10 CABLE Ai fNIM (6 1 -SM SUN NI Hun In r RXC N of MCB/. 10 AS MR PNXI %NxR 86 -AA RNRED BRAMER S/RAP 21C IM DAN TO EOUF W IT. 22 ROW Imz_ RING TO NOW GAXO 23 MRH/fCB TO ECPoB. SAME ROM 2N MGB/iGB TO Cqi-HF UNP PROT N0. I1 II ]M FI -SDR F6 -SIR 57A arl TO C9. GAIDAUXWAY SG\ 141A TO NSLE f E Of 15M TO EAST SGL IRAME MD at NO USED F2/0 -SIR #2 T. /6 -SIR Bence—let Dollars+for.-saua ueslcltlFreou & ECPCB 10 F/LX PROIEI.TGA ASSEMBLY 16 I -SIR 90 GENEPAIM .1 IO SO RIND t2 SBIC oCdble ^eke ontl hilae an me equipment e u walk 2M LOWER PINI ASST IO UPPER /6 -SIP '^¢ death too bommiar'dn Ilse Pon Note', ianssession }dal lade j'I dee grountl roes aN<r inilolksidn but "yk REMOVE GYYAAVZINC FFOM %W1 r "'M b tling Pkid, i1 MININr is meso, home. O r EocM1 o intake a' .haus' parxnl louver. . Eoch gen=mbar Vent head ar louver. FENCE ZM, IN LUGS 'MCL ME"'IJWYII]Y CP9i INE Grountl Nor leotls • ce._,a, snobs[ am<K exoanawi. gf/RNOY UNGERSYOE OF ]HE GUGS W/ O Ground ban a, isomm eecmcogY barn Mwer bottom, O YA6C 21C I4 ANR-OX LOMPoI/M BEFORE cweramr fuel Inn., v separme Mr. genaramr snit. /-,LXOTHERMIC Lades It.m cash gah. Our M me gadna deg and. CRIMP G(2 a2raa]rnD ro rosTs. bed pair el W2 SBIC, mcM1 wnneclM M Leod 1 xpon r }elco MPOP (Man Point of Presence), it sternal to SCALE:NONE 120 N dbiR J equlpmens I""'. 1,YB I D. $BTC may the requir=e Eaton- ground bore, Leads r Wilnin cable wall', ane eocn to He Dodder Gad to WEGBEp, A� wEW "Imonhdk nm. RNRED BRAMER S/RAP • Each HVAC p.,Mge half. ]NY)-irofE 1G,000 P51 C ymezed Items poll how zi wed ..then 1' 01 • Commercial electric meter Inx. COMPRESSION o NG M - Generales acepMcle, it PreenL UL 949B LOME0 fie lug ¢anon, wnl<acI o Aller xeltlingeor bolting the lain) null be tM fill^ cold r "'M b tling Pkid, i1 MININr is meso, home. ganonieing compound. r EocM1 o intake a' .haus' parxnl louver. . Eoch gen=mbar Vent head ar louver. Grountl Nor leotls • ce._,a, snobs[ am<K exoanawi. V ' Opposle m of genera[ r .an frame. II TPE K FLAT SURFACE Ground ban a, isomm eecmcogY barn Mwer bottom, separate ram planer. • TYPE PT aM egmpmxlr,neler, nv Men s'anaoN mwms. cweramr fuel Inn., v separme Mr. genaramr snit. /-,LXOTHERMIC Lades It.m cash gah. Our M me gadna deg and. xas' baDekg min gaNer. aowmpoms. ane root goof 25 ren. TYPE RJ bed pair el W2 SBIC, mcM1 wnneclM M Leod 1 xpon r }elco MPOP (Man Point of Presence), it sternal to SCALE:NONE N-tlreficu way xRy P2 SBIC Tumpms. PGM of y2 equlpmens I""'. $BTC may the requir=e Eaton- ground bore, Leads r Wilnin cable wall', ane eocn to He Dodder Gad to WEGBEp, ,MLI be mated to ground bars as fol "Imonhdk nm. A'OT • the Mein Gane Bar (MOST, typically mounted imide Note: The door Imm= isdde^ea to the interior CRIMP EO pnthe equipment ad'. bock' Wall. halo. ontl dead ndsepdmse dene-pion to the The Ed l Part Grountl Bars SOME). mounted `rountl v'emol ground red. oCdble ^eke ontl hilae an me equipment e u walk In ... et'on & Teet'RM '^¢ death too bommiar'dn Ilse Pon Note', ianssession }dal lade j'I dee grountl roes aN<r inilolksidn but grouse dl'd allden la aql Eor (I' • The imnvnrssonxLineaGrountlIn. or (IGBNm helve backfilling or connecting to any oiler grduneing. ATMI ral � Ile bda DI The so hr Iron do Ine eam liran¢miml ui ^g Ine B-pdinl fall of pdten'ial melba. Contractor grounds attached Ilne grounds Glad to fiTY Iz n Wire,esa sense p m engine laps' N.. to Ne TGBS. at 0 lours prior to Haling�Document In lallalidn std 'es' res.da men pnatdgrapn'. GALE BONDED M FENCE PI (4 IWO-XOIE gO,OW P51 CWIPRESSNAV FI/IING w 3/4' BF,VOFD PNNED COPPER JUMPER SIPPP i0H N?M CONNECTOR ]QCCOPSI Doers SSl. ITTIINC "M MUST BE UL46] DOO, ACCEVT. DGR WRECT BURML /!1 COMPRESSION CONNECTOR DETAILS $CPLE NONE WED' TROM45 & RE]/5, S4d56SE RPockol LRAdl BNRNUY, MW 2M ]4E2 ]0.000 Kr verizont/ PROJECT 2013087725 LOl CODE: 265810 MIN MACAROON CC BU #978498 QUATTRO DRII CHANHASSEN. ON 55317 SHEET CONTENTS cx00NDmG Norkfi RECOGNIZE=, ON 2I21GN] V Hit IS ROUNG SURFACE TPE K FLAT SURFACE MOO HS TYPE CT TYPE PT TYPE GL LUG /-,LXOTHERMIC WELD DETAILS SCALE:NONE verizont/ PROJECT 2013087725 LOl CODE: 265810 MIN MACAROON CC BU #978498 QUATTRO DRII CHANHASSEN. ON 55317 SHEET CONTENTS cx00NDmG Norkfi GROUNDING DETAIL INDEX / UBTUL DETa LDescR PnoN � �j� '. ♦ ENscn EP CP G' PLATFORM A4I x14 0-PIATFORM W/ CPNOPY GROUNDING ELEVPTIONs pALHIIECT .'1�" _� 1- ' i 11.1 TEST WELL DETAIL GROUND RING B ROD DETAIL • 12A2T !Q,` \® / = PREFFAfdB IF51 r ___________ LOGPM ® I'D ME GRDUNDING DETAIL n cONUUIt DETAIL cROLNU ROBS AT�'� I `��WELL M'-0'AN 1 &I sXOW I 1' IIG TYPIGN GROUNDING CPBLE BRIDGE DE TIL I ILC 51P% II -t I\ RSI f•®�A :5�mrvrvemuxPwve�xedxp PADPUT ' .'.IIl EIUOPEE` MUNDS--_ rnvlms rmvsmvr im�a.. x WVFMmRS © 1 sPELS f1 i Al IG ^® BI"'&R I OPn DESIGN En'EH°npeliGN. syv OR fPi r' °'-------o — ws ces. eroIRErnONNs�y' I; 1 I es SIG) moose I I I I CBs PROJECT 20130877426 � � � © 265 LOC.COOE 265610 MIN I I MACAROON CBS CC BU #878498 j QUATTRO DRIVE CHANHASSEN, AN 55317 SHEET CONTENTS: g s y 1 I 1 tl B �' i I - i � I: -• BFdAEO1-- Q/ I /AAAAAI' cxourvarvc DETUL INnex � � u. DEG IGHEDXED � BY. NOTE: � ces \�. CONR24CTOR SHALL ENSURE THAT EACH © NORTH WHIP IS ROUTED TO LEAD i BY THE SHORTEST PATH, AND BENDS SHALL G/� ' , -- --'\® `—_, GROUNDING PLAN t �--• —• =-•FP assulxU mIN R / scu?. NOT BE LESS THAN 12' RADIUS caDTB Rxc. mxnacroR rD vEmry " ---- I. EON EXGTER TO GENTRO OTE ROOM MO PWM2 III EXCEED PROR TO LONSI .N BEST MOOD ME MENN ECT NO TIE VIM W161RUCIKN FHGIEM IMMEWIELY OL ME DIMITY WE E5llB 2 ROD. WDEROROIMD DET), WG1XM13 ME MEST1IWrt A'D MET,ALL TA T MILS AVE sN. N. WNRKTOR IS R6ttH561E TO NOT TAKE UNDERGROUND MOB MD MEET gXIWCT SITE TONI AND PMN. UIINY . TORG E ECMMIIHS 3 (SMACKS SIM. SENSE ALL MFIS. D10.UER'C IANE¢Gl; D6NR9UN a NONSIEUCTION TO PTE-CONSThSM" WMIIIONS. -------------------- T_ ______ _____ wIUI v%IFI VNEOUNP-�O BEEN91s TI16N I s cs—ws_ws— I INTERN. EXEMB31MUNE ELEUTSE. 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NDa, MAGNETO �a ./ m I ORTL.c NORTHtDrvONTR ELI NOTES. P 46 I I - a.e tram " oe.a..s�:»o.n... - c.r. em,. mw.. „ .,. wPea 111, 016 Al- L9. ,. .—P,... Law-.9 .�..a. DETAIL �.,,,.. ,.a. .,,-E, u,P .Aon AND' W 5501- v NAD 17 DESIGN SITE NAMEpP MMC MACAROON LSµPxu: 000uN G °,xTy.` M WIDSETH SMITH NGLTING ..e>m cPamr. Mry ^^QQp� eNemeenAs l nrmnenx,e l sa e„ae l EAw�oAmxmw L LI I ALL P RT,zs- Date: December 15, 2016 Joshua Boots Crown Castle 1500 Corporate Drive Canonsburg, PA 15317 Subject: Structural Modification Report Carrier Designation: Verizon Wireless Co -Locate Carrier Site Name: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Joshua Boots, VELOCITEL Velocife,7ncA1a'ffiA erocitel 6521 Meridien Drive Raleigh, North Carolina 27616 919.755.1012 Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: FDH Velocitel Project Number: MACAROON 878498 BEDDOR ENTERPRISES 393859 1333733 359616 Rev. 5 16PXJY2400 7700 Quattro, Chanhassen, Hennepin County, MN Latitude 440 51'53.39", Longitude -930 30'55.09" 87 Foot - Monopole Tower FDH Velocitel is pleased to submit this "Structural Modification Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 977732, in accordance with application 359616, revision 5. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC4.5: Modified Structure w/ Existing + Proposed Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading, respectively. This analysis has been performed in accordance with the 2012 International Building Code based upon an ultimate 3 -second gust wind speed of 115 mph converted to a nominal 3 -second gust wind speed of 89 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category B with a topographic category 1 and crest height of 0 feet, and Risk Category II were used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at FDH Velocitel appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Str ctural analysis prepared by: 4:7'A Kelse argen'f, EI Project Engineer I tnxTower Report - version 7.0.5.1 Reviewed by: ZAq Dennis D. Abel, PE Director of Structural Engineering MN PE License No. 41120 PROF, MIONAL ENdINEEA I hereby certifythatthis plan, specification, or report was prepared by nis or under my direct supervision and that 1 am s duly Licensed Professional Engineer under the laws of the State of Minnesota Print Name: Dennis D. Abel Signature: Data 12-rs-w1k ucenae# 41120 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Components Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations 8) APPENDIX D Modification Drawings tnxTower Report - version 7.0.5.1 December 15, 2016 CCI BU No 878498 Page 2 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 1) INTRODUCTION December 15, 2016 CCI BU No 878498 Page 3 This tower is a 67 ft Monopole tower designed by ENGINEERED ENDEAVORS, INC. in July of 1996. The tower was originally designed for a wind speed of 95 mph per TIA/EIA-222-E. The modifications listed in FDH Velocitel (Project No. 16PXJY2400) Extension Drawings for a 67' Monopole dated December 15, 2016 were considered in this analysis. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Antenna Supporting Structures and Antennas using a 3 -second gust wind speed of 89 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category B with topographic category 1 and crest height of 0 feet. Table 1 - Proposed Antenna and Cable Information MountingLine Level (ft)[Elevatior enter Number Antenna of Antenna Model Antennas Manufacturer Number of Feed Lines Feed Line Size (in) Note Mounting 3 ericsson RRUS 12 B5/RRUS A2 Line Number Antenna Number Number Feed Elevation Level (ft) 3 ericsson RRUS 32 B2 of Manufacturer Antenna Model of Feed Line 3 ericsson RRUS 32 B66 80.0 80.0 2 1-1/2 85.0 3 ericsson RR US B13/RRUS A2 12 jma wireless X7CQAP-86-865-V Scala AP17-1900/090D 9 3 kmw comm ET-X-WM18-65-8P 12 2 raycap RXXDC-3315-PF 48 AP17-1900/090D 12 3 kmw comm 1 crown mounts Platform Mount [LP 301-11 Scala AP17-1900/090D 9 Table 2 - Existing Antenna and Cable Information Notes. 1) Existing Equipment Table 3 - Design Antenna and Cable Information Center Mounting Mounting Line Number Antenna Number Number Feed Elevation Level (ft) Ele(ft)ion of Manufacturer Antenna Model of Feed Line Note An tennas (in) 85.0 Lines Size (in) Scala AP17-1900/090D 9 3 kmw comm ET-X-WM18-65-8P 12 Scala AP17-1900/090D 12 3 kmw comm ET-X-TS-70-16-62-18-iR- Scala AP17-1900/090D 9 RD 3 samsung telecom Power Junction Cylinder 3 samsung telecom Optic Fiber Junction 65.0 66.0 3 1-1/4 1 Cylinder 3 samsung telecom 2.5 GHz RRH-V3 3 samsung telecom RRH-P4 3 samsung telecom RRH-C2A w/ Ext Filter 6T. 5.0 1 tower mounts T -Arm Mount [TA 602-3] Notes. 1) Existing Equipment Table 3 - Design Antenna and Cable Information tnxTower Report - version 7.0.5.1 Center Mounting Line Number Antenna Number Feed Level (ft), Elevation of Manufacturer Antenna Model of Feed Line Size Antennas Lines (in) 85.0 85.0 9 Scala AP17-1900/090D 9 65.0 65.0 12 Scala AP17-1900/090D 12 45.0 45.0 9 Scala AP17-1900/090D 9 tnxTower Report - version 7.0.5.1 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 3) ANALYSIS PROCEDURE Table 4 - Documents Provided December 15, 2016 CCI BU No 878498 Page 4 Document Remarks Reference Source 4 -GEOTECHNICAL REPORTS TERRACON 1557642 CCISITES 4 -TOWER FOUNDATION ENGINEERING ENDEAVORS TP14140.375 1 DRAWINGS/DESIGN/SPECS INCORPORATED 1479249CCISITES Pass 4 -TOWER FOUNDATION ENGINEERING ENDEAVORS TP19.0645xl 5.33x0.1875 2 DRAWINGS/DESIGN/SPECS INCORPORATED 1480353 CCISITES 4 -TOWER MANUFACTURER ENGINEERING ENDEAVORS TP26xl8.204lx0.25 3 DRAWINGS INCORPORATED 2197969 CCISITES 4 -TOWER REINFORCEMENT Project No. DESIGN/DRAW INGS/DATA FDH Velocitel 16PXJY2400 Appendix D 3.1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) The modifications listed in FDH Velocitel (Project No. 16PXJY2400) Extension Drawings for a 67.0' Monopole dated December 15, 2016 must be completed in order for this analysis to be considered valid. This analysis may be affected if any assumptions are not valid or have been made in error. FDH Velocitel should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Section Elevation (ft) No. Component Type Sae Criti cal Element p (K) SF*P allow (ii) Capacityl pass I Fail L1 87-67 Pole TP14140.375 1 -4.42 505.63 47.1 Pass L2 67-44.5391 Pole TP19.0645xl 5.33x0.1875 2 -7.52 813.18 84.2 Pass L3 44.5391-0 Pole TP26xl8.204lx0.25 3 -12.29 1506.86 89.1 Pass Summary Pole (L3) 89.1 Pass �— Rating = 89.1 Pass tnxTower Report - version 7.0.5.1 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 Table 6 - Tower Component Stresses vs. Capacitv - LC4.5 December 15, 2016 CCI BU No 878498 Page 5 Notes Component Elevation (ft) % Capacity Pass C Fall 1 Flange Bolts 67.0 29.0 Pass 1 Flange Plate T 67.0 28.8 Pass 1 Anchor Rods 0 49.2 Pass 1 Base Plate 0 94.4 Pass 1 Base Foundation 0 61.2 Pass 1 Base Foundation Soil Interaction 0 38.0 Pass Structure Rating (max from all components) _ 94.4% Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing and proposed loads once the modifications outlined in FDH Velocitel (Project No. 16PXJY2400) Extension Drawings for a 67.0' Monopole dated December 15, 2016 are completed. tnxTower Report - version 7.0.5.1 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 7.0.5.1 December 15, 2016 CCI BU No 878498 Page 6 87.0ft 67.0ft "sft 0.oft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lighting RCd Jor X T 87 ET-X-WM-184i6BP wl Mount Pipe 85 (4)X7CCAP-8686SV 80 ET-X-WM-1665-8Pwl Mouol Pipe 65 (4)XICOAP-8686SV ell ET-X-WM-16668PwIMount Plpe 65 (4)X7COAP_II'V BO OPTIC FIBER JUNCTION CYLINDER 65 RRUS3262 B0 OPTICFIBERJUNCTION CYLINDER 65 RRUS32 B2 80 OPTIC FIBER JUNCTION CYLINDER 65 RRU532 B2 80 POWER JUNCTION CYLINDER 65 RRU5328fi6 Bo POWER JUNCTION CriINDER fi5 RRU532 B66 80URH ER JUNCTION CYLINDER fi5 RRUS 32 B66 80-C24 wlEX'r RLTER 65 RRUS1285/RRUSX! 80-CTgwIEXT FILTER 65RRUS12B51RRUBA2 ,6o -C2 eEXTFILTER RRU51285IRRUSA2 W -P4 fi5 RRUSB131RRUBA2 80-P4 65 RRUSB131RRUSA2 80-P4 65RRUS B13IRRUS A2 80a RRH-V3 (2)RXXDC3315-PF-48 60Ha RRH-V3 Platform Mount ILP 301-11 B0HZ RRH-V3 65 Miscellaneous INA 5093) 80"Mount Pipe 65 ET-X-TS-70-1662-16it-RD wl Mount fi5"Mou"I P,pa ET-X-TS-70-16412-18-iR-RD wl Mounl 65i Pipe ET-X-TS-70-16-62-16iR-RD wl Mount 65 Pipe Pipe " Mount Pipe Mount ITA 602-37 fi5 TOWER DESIGN NOTES 1. Tower is located in Hennepin County, Minnesota. 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 89 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 50 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 It 8. TOWERRATING: 89.1% ACTIONS ICTORED OAL 6K 1-1MOMENT ` 250 kip -(t IE 0 kip -ft - 0.7500 in ICE OAL 2K MOMENT y 703 kip -ft TORQUE I kip -ft REACTIONS - 89 mph WIND - FDH Velocitel • VELOCrtEL ^6521 Meridien Drive, Suite 107 '^-__...'n.,, �,...� Raleigh, North Carolina 27616 Tower Malysis Phone: 9197551012 FAX: 9197551031 ob: BU# 878498, Beddor Enterprises p"jeL" 16PXJY2400 client Crown Castle Draw"^r Kelsey Sargent Apna: cme: TIA-222-G Date: 12/15/16 s`eB1 NTS Path Owg No. E-1 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard The following design criteria apply: Tower is located in Hennepin County, Minnesota. ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). Basic wind speed of 89 mph. Structure Class II. Exposure Category B. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pef. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocale Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation q Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA 222-G Tension Splice Exemption Poles Include Shear Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Diameter Diameter Thickness Radius in in in in Grade LI 87.00-67.00 20.00 0.00 Round 14.0000 14.0000 0.3750 A53 -B-35 (35 ksi) L2 67.00-44.54 22.46 2.92 18 15.3300 19.0645 0.1875 0.7500 A572-65 (65 ksi) L3 44.54-0.00 47.46 18 18.2041 26.0000 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C PC J RIQ w w/t in int in in in in' in, in' in Ll 14.0000 16.0516 372.7602 4.8190 7.0000 53.2515 Thickness At - 745.5204 __- 8.0210 0.0000 0 HL-9612XXX(I-1/2") B Surface At 14.0000 16.0516 372.7602 4.8190 7.0000 53.2515 Diagonals Horizontals Redundants 745.5204 8.0210 0.0000 0 L2 15.5665 9.0117 261.0588 5.3756 7.7876 33.5222 0.00 522.4612 4.5067 2.3681 12.63 0.000 19.3586 11.2342 505.7601 6.7013 9.6848 52.2222 0.000 1012.1857 5.6182 3.0254 16.135 1.3 18.9719 14.2466 580.1990 6.3737 9.2477 62.7399 0.00 1161.1614 7.1247 2.7639 11.056 0.000 26.4011 20.4326 1711.6544 9.1412 13.2080 129.5922 0.000 3425.5610 10.2183 4.1360 16.544 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness At - Factor Stitch Bolt Stitch Bolt Stitch Bolt B (perjace) HL-9612XXX(I-1/2") B Surface At A, Spacing Spacing Spacing 1.4930 1.87 (CaAa) 0.500 Diagonals Horizontals Redundants jt jte in 0.00 in in in Ll 87.00-67.00 A 1 1 1 L2 67.00-44.54 0.00 1 1 1 L3 44.54-0.00 0.000 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type 0.000 Number Per Row Position Diameter J B in in pl HL-9612XXX(I-1/2") B Surface At 80.00-0.00 2 2 0.400 1.4930 1.87 (CaAa) 0.500 0.000 Feed Line/Linear Appurtenances - Entered As Area Face Allow Component Placement Total CAAA Weight or Shield Type Number TYPE 5(1-1/4") B No Inside Pole 65.00-0.00 3 No Ice 0.00 1.10 1/2" Ice 0.00 1.10 I" Ice 0.00 1.10 Ll 87.00-67.00 Feed Line/Linear Appurtenances Section Areas 0.000 0.000 0.000 0.00 B CgAq CAA, Weight Tower Tower Face Are AF Section Elevation In Face Out Face Ll 87.00-67.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 3.882 0.000 0.05 C 0.000 0.000 0.000 0.000 0.00 L2 67.0044.54 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 6.707 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L3 44.54-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 13.299 0.000 0.31 C 0.000 0.000 0.000 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice Ar Ar CIA, CAAA Weight Section Elevation or Thickness In Face Out Face Ll 87.00-67.00 A 1.633 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 10.158 0.000 0.16 C 0.000 0.000 0.000 0.000 0.00 L2 67.00-44.54 A 1.580 0.000 0.000 0.000 0.000 0.00 Tower Tower Face Ice Aa AF CAAA CAAA Weight Section Elevation or Thickness J3 in In Face Out Face in Ll ft Leg in ft, ft2 fe ft, K 0.1618 0.5344 B L3 0.000 0.000 17.254 0.000 0.33 No Ice ft C 0.05 0.000 0.000 0.000 0.000 0.00 1.3 44.54-0.00 A 1.435 0.000 0.000 0.000 0.000 0.00 0.53 0.03 B 14.65 0.000 0.000 34.213 0.000 0.67 4.00 0.0000 C No Ice 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Section Record No. Type Se ent Elev. Ice Ice Ll J3 in in in in Ll 87.00-67.00 0.2523 0.1124 0.3851 0.1715 L2 67.0044.54 0.3634 0.1618 0.5344 0.2379 L3 44.54-0.00 0.3713 0.1653 0.5968 0.2657 Shielding Factor Ka Tower Feed Line Description I Feed Line Ka K, Section Record No. Type Se ent Elev. Nalce Ice Ll ] HL-9612XXX(1-1/2") 67.00-80.001 1.0000 1.0000 L2 1 HL-9612XXX(1-1/2") 44.54-67.00 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CIA, CAAA Weight or Type Harz Adjustment Front Side 0.00 Leg Lateral 14.04 8.40 0.13 Vert l" Ice 14.65 9.00 0.21 ft f f� ft= K 80.00 No Ice ft 7.81 0.05 0.00 rt 1/2" Ice 14.04 8.40 Lighting Rod 3/4" x 7' C From Leg 0.00 0.0000 87.00 No Ice 0.53 0.53 0.03 1" Ice 14.65 0.00 0.21 1/2" Ice 1.24 1.24 0.04 4.00 0.0000 3.50 No Ice 1" Ice 1.97 1.97 0.05 (4) X7CQAP-86-865-V A From Leg 4.00 0.0000 80.00 No Ice 13.44 7.81 0.05 0.00 1/2" Ice 14.04 8.40 0.13 0.00 l" Ice 14.65 9.00 0.21 (4) X7CQAP-86-865-V B From Leg 4.00 0.0000 80.00 No Ice 13.44 7.81 0.05 0.00 1/2" Ice 14.04 8.40 0.13 0.00 1" Ice 14.65 9.00 0.21 (4) X7CQAP-86-865-V C From Leg 4.00 0.0000 80.00 No Ice 13.44 7.81 0.05 U0 1/2" Ice 14.04 8.40 0.13 0.00 1"Ice 14.65 9.00 0.21 RRUS 32 B2 A From Leg 4.00 0.0000 80.00 No Ice 2.76 1.69 0.05 0.00 1/2" Ice 2.98 1.88 0.07 0.00 l" Ice 3.22 2.07 0.10 RRUS 32 B2 B From Leg 4.00 0.0000 80.00 No Ice 2.76 1.69 0.05 0.00 1/2" Ice 2.98 1.88 0.07 0.00 1" Ice 3.22 2.07 0.10 RRUS 32 B2 C From Leg 4.00 0.0000 80.00 No Ice 2.76 1.69 0.05 0.00 1/2" Ice 2.98 1.88 OA7 0.00 1" Ice 3.22 2.07 0.10 RRUS 32 B66 A From Leg 4.00 0.0000 80.00 No Ice 174 1.67 0.05 Description Face Offset Offsets. Azimuth Placement CAAA CAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert n R 1t, j? K ft o.uu 1/2" Ice 2.96 1.86 0.07 RRUS 32 B66 C From Leg 0.00 4.00 0.0000 80.00 P Ice No Ice 3.19 2.74 2.05 0.10 0.00 1/2" Ice 2.96 1.67 1.86 0.05 0.07 RRUS 32 B66 C From Leg 0.00 4.00 0.0000 80.00 1" Ice No Ice 3.19 2.74 2.05 1.67 0.10 0.00 1/2' Ice 2.96 1.86 0.05 0.07 RRUS 12 B5/RRUS A2 A From Leg 0.00 4.00 0.0000 80.00 l"Ice 3.19 2.05 0.10 No Ice 3.15 1.85 0.08 0.00 1/2" Ice 3.36 2.03 0.11 RRUS 12 B5/RRUS A2 B From Leg 0.00 4.00 0.0000 80.00 1" Ice No Ice 3.59 2.21 0.14 0.00 1/2" Ice 3.15 3.36 1.85 2.03 0.08 0.11 RRUS 12 B5/RRUS A2 C From Leg 0.00 4.00 0.0000 80.00 1" Ice No Ice 3.59 2.21 0.14 0.00 1/2" Ice 3.15 3.36 1.85 2.03 0.08 0.11 RRUS B131RRUS A2 A From Leg 0.00 4.00 0.0000 80.00 1"Ice No Ice 3.59 2.21 0.14 0.00 1/2" Ice 2.79 3.00 1.74 1.91 0.07 0.10 RRUS 1313/RRUS A2 B From Leg 0.00 4.00 0.0000 80.00 l" Ice No Ice 3.21 2.79 2.09 0.13 0.00 1/2" Ice 3.00 1.74 1.91 0.07 0.10 RRUS B 13/RRUS A2 C From Leg 0.00 4.00 0.0000 80.00 1" Ice No Ice 3.21 2.09 0.13 0.00 1/2" Ice 2.79 3.00 1.74 1.91 0.07 0.10 (2) RXXDC-3315-PF48 A From Leg 0.00 4.00 0.0000 80.00 1" Ice 3.21 2.09 0.13 No Ice 3.36 2.19 0.03 0.00 1/2" Ice 3.60 2.39 0.06 Platform Mount [LP 301-1] C None 0.00 0.0000 1"Ice 3.84 2.61 0.09 80.00 No Ice 30.10 30.10 1.59 1/2" Ice 40.80 40.80 2.03 Miscellaneous [NA 509-31 C None 0.0000 l"Ice 51.50 51.50 2.47 80.00 No Ice 11.84 11.84 0.28 1/2" Ice 16.96 16.96 0.30 P Ice 22.08 22.08 0.32 ET-X-TS-70-16-62-18-iR-RD A From Leg 4.00 0.0000 65.00 No Ice 8.50 6.49 0.07 W/ Mount Pipe 0.00 1/2" Ice 9.07 7.69 0.13 ET-X-TS-70-16-62-18-iR-RD B From Leg 1.00 4.00 0.0000 65.00 l"fee No Ice 9.61 8.62 0.21 w/ Mount Pipe 0.00 8.50 6.49 0.07 1/2" Ice 9.07 7.69 0.13 ET-X-TS-70-16-62-18-iR-RD C From Leg 1.00 4.00 0.0000 65.00 1" Ice No Ice 9.61 8.62 0.21 w/ Mount Pipe 0.00 8.50 6.49 0.07 1/2" Ice 9.07 7.69 0.13 ET-X-WM-18-65-8P w/ A From Leg 1.00 4.00 0.0000 65.00 V Ice 9.61 8.62 0.21 Mount Pipe 0.00 No lee 6.92 4.43 0.06 1/2" Ice 7.40 5.32 0.11 ET-X-WM-18-65-8P w/ B From Leg 1.00 4.00 0.0000 65.00 1" Ice 7.87 6.08 0.17 Mount Pipe 0.00 No Ice 6.92 4.43 0.06 1/2" Ice 7.40 5.32 0.11 ET-X-WM-18-65-8P w/ C From Leg 1.00 4.00 0.0000 65.00 P Ice 7.87 6.08 0.17 Mount Pipe 0.00 No Ice 6.92 4.43 0.06 1/2" Ice 7.40 5.32 0.11 OPTIC FIBER JUNCTION A From Leg 1.00 4.00 0.0000 65.00 l"Ice No Ice 7.87 0.39 6.08 0.17 CYLINDER 0.00 0.39 0.00 1/2" Ice 0.48 0.48 0.01 OPTIC FBER JUNCTION B From Leg 0.00 4.00 0.0000 65.00 1" Ice No Ice 0.57 0.57 0.01 CYLINDER 0.00 0.39 0.39 0.00 1/2" Ice 0.48 0.48 0.01 OPTIC FIBER JUNCTION C From Leg 0.00 4.00 0.0000 65.00 1" Ice No Ice 0.57 0.57 0.01 CYLINDER 0.00 0.39 0.39 0.00 1/2" Ice 0.48 0.48 0.01 POWER JUNCTION A From Leg 0.00 4.00 0.0000 65.00 1" Ice No Ice 0.57 0.57 0.01 CYLINDER 0.00 0.37 0.37 0.00 1/2" Ice 0.45 0.45 0.01 POWER JUNCTION B From Leg 0.00 4.00 0.0000 65.00 1" Ice 0.55 0.55 0.01 No Ice 0.37 0.37 0.00 Description Face Offset Offsets: Azimuth Placement CIAA C,As Weight or Type Harz Adjustment Front Side Leg Lateral Vert h ft 11z ft, x ft a CYLINDER 0.00 1/2" lee 0.45 0.45 Ut 0.00 1"Ice 0.55 0.55 0.01 POWER JUNCTION C From Leg 4.00 0.0000 65.00 No Ice 0.37 0.37 0.00 CYLINDER 0.00 1/2" Ice 0.45 0.45 0.01 0.00 1" Ice 0.55 0.55 0.01 RRH-C2A w/EXT FILTER A From Leg 4.00 0.0000 65.00 No Ice 3.11 1.38 0.06 0.00 1/2" Ice 3.33 1.55 0.08 0.00 V Ice 3.56 1.72 0.10 RRH-C2A w/EXT FILTER B From Leg 4.00 0.0000 65.00 No Ice 3.11 1.38 0.06 0.00 1/2" Ice 3.33 1.55 0.08 0.00 F' Ice 3.56 1.72 0.10 RRH-C2A w/EXT FILTER C From Leg 4.00 0.0000 65.00 No Ice 3.11 1.38 0.06 0.00 1/2" Ice 3.33 1.55 0.08 0.00 1"Ice 3.56 1.72 0.10 RRH-P4 A From Leg 4.00 0.0000 65.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 1" Ice 3.17 2.16 0.11 RRH-P4 B From Leg 4.00 0.0000 65.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 1" Ice 3.17 2.16 0.11 RRH-P4 C From Leg 4.00 0.0000 65.00 No Ice 2.74 1.79 0.06 0.00 1/2" Ice 2.95 1.97 0.08 0.00 I"Ice 3.17 2.16 0.11 2.5GHz RRH-V3 A From Leg 4.00 0.0000 65.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 0.00 V Ice 2.80 1.51 0.10 2.5GHz RRH-V3 B From Leg 4.00 0.0000 65.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 0.00 1" Ice 2.80 1.51 0.10 2.5GHz RRH-V3 C From Leg 4.00 0.0000 65.00 No Ice 2.40 1.22 0.06 0.00 1/2" Ice 2.60 1.36 0.08 U0 I"lee 2.80 1.51 0.10 6'x 2" Mount Pipe A From Leg 4.00 0.0000 65.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 1" Ice 2.29 2.29 0.05 6'x 2" Mount Pipe B From Leg 4.00 0.0000 65.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 1" Ice 2.29 2.29 0.05 6'x 2" Mount Pipe C From Leg 4.00 0.0000 65.00 No Ice 1.43 1.43 0.02 0.00 1/2" Ice 1.92 1.92 0.03 0.00 1" Ice 2.29 2.29 0.05 T -Arm Mount [TA 602-3] C None 0.0000 65.00 No Ice 11.59 11.59 0.77 1/2" Ice 15.44 15.44 0.99 1" lee 1929 1929 121 Load Combinations Comb. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+L6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg -No Ice Comb. Description No. 13 0.9 Dead+1.6 Wind 150 deg -No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg -No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg -No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1,0 Wind 120 deg+l.O Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+l+0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 dee - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. Jt Type Load Moment Moment Comb. K kip -ft kip -ft Ll 87-67 Pole Max Tension 26 0.00 -0.00 -0.00 Max. Compression 26 -12.40 1.20 1.53 Max. Mx 20 -4.43 83.67 -0.08 Max. My 2 -4.42 0.10 84.41 Max. Vy 20 -6.51 83.67 -0.08 Max. Vx 2 -6.58 0.10 84.41 Max. Torque 18 -0.74 L2 67-44.5391 Pole Max Tension l 0.00 0.00 0.00 Max. Compression 26 -19.40 1.16 1.65 Max. Mx 20 -7.54 253.34 -0.57 Max. My 2 -7.52 -0.43 255.49 Max. Vy 20 -9.02 253.34 -0.57 Max. Vx 2 -9.09 -0.43 255.49 Max. Torque l8 -0.74 L3 44.5391-0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -25.78 0.71 1.55 Max. Mx 20 -12.29 697.07 -1.81 Max. My 2 -12.29 -1.78 702.55 Max. Vy 20 -9.63 697.07 -1.81 Max. Vx 2 -9.70 -1.78 702.55 Max. Torque 18 -0.73 1.2 Dead+1.6 Wind 330 deg - 12.32 -4.78 -8.36 -607.47 346.90 -0.05 Tower Mast Reaction Summary Maximum Reactions Vertical Horizontal, X Horizontal, Z Location Condition Gov. Load K K K Shear,, Comb, Overturning Overturning Pole Max. Vert 27 25.78 -0.01 3.15 Max. H. 21 9.24 9.60 -0.02 Max. H, 3 9.24 -0.02 9.67 Max. M, 2 702.55 -0.02 9.67 Max. M, 8 696.57 -9.60 0.02 Max. Torsion 6 0.73 -8.33 4.85 Min. Vert 7 9.24 -8.33 4.85 Min. H. 8 12.32 -9.60 0.02 Min. H. 15 9.24 0.02 -9.67 Min. M, 14 -702.10 0.02 -9.67 Min. M. 20 -697.07 9.60 -0.02 Min. Torsion 18 -0.73 8.33 -4.85 1.2 Dead+1.6 Wind 330 deg - 12.32 -4.78 -8.36 -607.47 346.90 -0.05 Tower Mast Reaction Summary Torque Load Vertical Shear,, Shear, Overturning Overturning Combination Moment, M, Moment, M. K K K kip -fl kip -ft Heft Dead Only 10.26 -0.00 -0.00 0.18 0.20 0.00 1.2 Dead+1.6 Wind 0 deg - No 12.32 0.02 -9.67 -702.55 -1.78 -0.41 Ice 0.9 Dead+1.6 Wind 0 deg - No 9.24 0.02 -9.67 -688.55 -1.81 -0.39 Ice 1.2 Dead+1.6 Wind 30 deg - No 12.32 4.82 -8.38 -609.46 -349.89 -0.65 Ice 0.9 Dead -1.6 Wind 30 deg -No 9.24 4.82 -8.38 -597.31 -343.01 -0.63 Ice 1.2 Dead+1.6 Wind 60 deg - No 12.32 8.33 -4.85 -353.14 -604.20 -0.73 Ice 0.9 Dead-, 1.6 Wind 60 deg - No 9.24 8.33 -4.85 -346.07 -592.28 -0.71 Ice 1.2 Dead+1.6 Wind 90 deg - No 12.32 9.60 -0.02 -2.24 -696.57 -0.60 Ice 0.9 Dead -1.6 Wind 90 deg - No 9.24 9.60 -0.02 -2.13 -682.81 -0.59 Ice 1.2 Dead+1.6 Wind 120 deg - 12.32 8.31 4.81 349.22 -602.20 -0.32 No Ice 0.9 Dead+1.6 Wind 120 deg - 9.24 8.31 4.81 342.35 -590.32 -0.32 No Ice 1.2 Dead+1.6 Wind 150 deg - 12.32 4.78 8.36 607.02 -346.39 0.05 No Ice 0.9 Dead+1.6 Wind 150 deg - 9.24 4.78 8.36 595.03 -339.59 0.04 No Ice 1.2 Dead+1.6 Wind 180 deg - 12.32 -0.02 9.67 702.10 2.27 0.41 No Ice 0.9 Dead+1.6 Wind 180 deg - 9.24 -0.02 9.67 688.22 2.16 0.39 No Ice 1.2 Dead+1.6 Wind 210 deg - 12.32 -4.82 8.38 609.02 350.38 0.65 No Ice 0.9 Dead+1.6 Wind 210 deg - 9.24 -4.82 8.38 596.99 343.36 0.63 No Ice 1.2 Dead+1.6 Wind 240 deg - 12.32 -8.33 4.85 352.72 604.69 0.73 No Ice 0.9 Dead+1.6 Wind 240 deg - 9.24 -8.33 4.85 345.77 592.63 0.71 No Ice 1.2 Dead+1.6 Wind 270 deg - 12.32 -9.60 0.02 1.81 697.07 0.60 No Ice 0.9 Dead+1.6 Wind 270 deg - 9.24 -9.60 0.02 1.83 683.17 0.59 No Ice 1.2 Dead+1.6 Wind 300 deg - 12.32 -8.31 -4.81 -349.66 602.71 0.32 No Ice 0.9 Dead+1.6 Wind 300 deg - 9.24 -8.31 -4.81 -342.66 590.68 0.32 No Ice 1.2 Dead+1.6 Wind 330 deg - 12.32 -4.78 -8.36 -607.47 346.90 -0.05 Load Vertical Shear, Shear_ Overturning Overturning Torque Combination Moment, M Moment, M K K K kin -ft kin -ft kin -ft 0.9 Dead+1.6 Wind 330 deg - 9.24 -4.78 -8.36 -595.35 339.95 -0.04 No Ice Load PX PY PZ PX PP 1.2 Dead+1.0Ice+1.0 Temp 25.78 -0.00 -0.00 -1.55 0.71 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 25.78 0.01 -3.15 -250.07 0.21 -0.17 Ice+1.0 Temp 10.26 0.00 0.000% 2 0.02 -12.32 1.2 Dead+1.0 Wind 30 deg+1.0 25.78 1.57 -2.73 -217.03 -123.28 -0.25 Ice+1.0 Temp -9.67 -0.02 9.24 9.67 0.000 4 1.2 Dead+1.0 Wind 60 deg+1.0 25.78 2.72 -1.58 -126.26 -213.55 -0.27 Ice+1.0 Temp 4.82 -9.24 -8.38 -4.82 9.24 8.38 1.2 Dead -1.0 Wind 90 deg+1.0 25.78 3.14 -0.01 -2.08 -246.41 -0.22 Ice+1.0 Temp 0.000% 7 8.33 -9.24 -4.85 -8.33 1.2 Dead+1.0 Wind 120 25.78 2.72 1.57 122.24 -213.05 -0.11 deg+1.0 Ice+1.0 Temp 12.32 0.02 0.000% 9 9.60 -9.24 1.2 Dead+1.0 Wind 150 25.78 1.56 2.73 213.38 -122.41 0.03 deg+1.0 Ice+1.0 Temp 4.81 -8.31 12.32 -4.81 0.000% 11 1.2 Dead+1.0 Wind 180 25.78 -0.01 3.15 246.92 1.22 0.17 deg+1.0 Ice+1.0 Temp 4.78 -12.32 8.36 -4.78 12.32 -8.36 1.2 Dead -1.0 Wind 210 25.78 -1.57 293 213.88 124.72 025 deg+1.0 Ice+1.0 Temp 0.000% 14 -0.02 -12.32 9.67 0.02 1.2 Dead+1.0 Wind 240 25.78 -2.72 1.58 123.11 214.99 0.27 deg+1.0 Ice+1.0 Temp 9.24 -9.67 0.000 16 -4.82 -12.32 1.2 Dead+1.0 Wind 270 25.78 -3.14 0.01 -1.07 247.84 0.22 deg+1.O lce+1.0 Temp 8.38 4.82 9.24 -8.38 0.000% 18 1.2 Deed+1.0 Wind 300 25.78 -2.72 -1.57 -125.39 214.49 0.11 deg+1.0 Ice+1.0 Temp -8.33 -9.24 4.85 8.33 9.24 -4.85 1.2 Dead+1.0 Wind 330 25.78 -1.56 -2.73 -216.53 123.85 -0.03 deg+1.0 Ice+1.0 Tamp 0.000% 21 -9.60 -9.24 0.02 9.60 Dead+Wind 0 deg - Service 10.26 0.01 -2.46 -177.03 -0.30 -0.10 Dead+Wind 30 deg -Service 10.26 1.23 -2.13 -153.59 -87.96 -0.17 Dead -Wind 60 deg - Service 10.26 2.12 -1.23 -89.05 -151.99 -0.19 Dead -Wind 90 deg -Service 10.26 2.44 -0.01 -0.69 -175.24 -0.16 Dead -Wind 120 deg -Service 10.26 2.11 1.22 87.80 -151.48 -0.08 Dead+Wind 150 deg - Service 10.26 1.22 2.13 152.71 -87.07 0.01 Dead+Wind 180 deg - Service 10.26 -0.01 2.46 176.66 0.72 0.10 Dead+Wind 210 deg -Service 10.26 -1.23 2.13 153.22 88.37 0.17 Dead+Wind 240 deg - Service 10.26 -2.12 1.23 88.68 152.40 0.19 Dead+Wind 270 deg - Service 10.26 -2.44 0.01 0.32 175.65 0.16 Dead -Wind 300 deg - Service 10.26 -2.11 -1.22 -88.17 151.90 0.08 Dead+Wind 330 deg - Service 10.26 -1.22 -2.13 -153.08 87.49 -0.01 Solution Summary I Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PP PZ %Error Comb. K K K K K K 1 0.00 -10.26 0.00 0.00 10.26 0.00 0.000% 2 0.02 -12.32 -9.67 -0.02 12.32 9.67 0.000% 3 0.02 -9.24 -9.67 -0.02 9.24 9.67 0.000 4 4.82 -12.32 -8.38 4.82 12.32 8.38 0.000% 5 4.82 -9.24 -8.38 -4.82 9.24 8.38 0.000% 6 8.33 -12.32 4.85 -8.33 12.32 4.85 0.000% 7 8.33 -9.24 -4.85 -8.33 9.24 4.85 0.000% 8 9.60 -12.32 -0.02 -9.60 12.32 0.02 0.000% 9 9.60 -9.24 -0.02 -9.60 9.24 0.02 0.000% l0 8.31 -12.32 4.81 -8.31 12.32 -4.81 0.000% 11 8.31 -9.24 4.81 -8.31 9.24 -4.81 0.000% 12 4.78 -12.32 8.36 -4.78 12.32 -8.36 0.000% 13 4.78 -9.24 8.36 -4.78 9.24 -8.36 0.000% 14 -0.02 -12.32 9.67 0.02 12.32 -9.67 0.000% 15 -0.02 -9.24 9.67 0.02 9.24 -9.67 0.000 16 -4.82 -12.32 8.38 4.82 12.32 -8.38 0.000% 17 -4.82 -9.24 8.38 4.82 9.24 -8.38 0.000% 18 -8.33 -12.32 4.85 8.33 12.32 -4.85 0.000% 19 -8.33 -9.24 4.85 8.33 9.24 -4.85 0.000% 20 -9.60 -12.32 0.02 9.60 12.32 -0.02 0.000% 21 -9.60 -9.24 0.02 9.60 9.24 -0.02 0.000% 22 -8.31 -12.32 -4.81 8.31 12.32 4.81 0.000% Non -Linear Convergence Results Load Converged? Sum of Applied Forces Displacement Force Sum of Reactions of Cycles Load PX Py PZ PX Py PZ %Error Comb. K K K K K K 0.00000001 23 -8.31 -9.24 -4.81 8.31 9.24 4.81 0.000% 24 -4.78 -12.32 -8.36 4.78 12.32 8.36 0.000% 25 -4.78 -9.24 -8.36 4.78 9.24 8.36 0.000% 26 0.00 -25.78 0.00 0.00 25.78 0.00 0.000% 27 0.01 -25.78 -3.15 -0.01 25.78 3.15 0.000% 28 1.57 -25.78 -2.73 -1.57 25.78 2.73 0.000% 29 2.72 -25.78 -1.58 -2.72 25.78 1.58 0.000% 30 3.14 -25.78 -0.01 -3.14 25.78 0.01 0.000% 31 2.72 -25.78 1.57 -2.72 25.78 -1.57 0.000% 32 1.56 -25.78 2.73 -1.56 25.78 -2.73 0.000% 33 -0.01 -25.78 3.15 0.01 25.78 -3.15 0.000% 34 -1.57 -25.78 2.73 1.57 25.78 -2.73 0.000°% 35 -2.72 -25.78 1.58 2.72 25.78 -1.58 0.000% 36 -3.14 -25.78 0.01 3.14 25.78 -0.01 0.000% 37 -2.72 -25.78 -1.57 2.72 25.78 1.57 0.000% 38 -1.56 -25.78 -2.73 1.56 25.78 2.73 0.000% 39 0.01 -10.26 -2.46 -0.01 10.26 2.46 0.000% 40 1.23 -10.26 -2.13 -1.23 10.26 2.13 0.000% 41 2.12 -10.26 -1.23 -2.12 10.26 1.23 0.000% 42 2.44 -10.26 -0.01 -2.44 10.26 0.01 0.000% 43 2.11 -10.26 1.22 -2.11 10.26 -1.22 0.000% 44 1.22 -10.26 2.13 -1.22 10.26 -2.13 0.000% 45 -0.01 -10.26 2.46 0.01 10.26 -2.46 0.000% 46 -1.23 -10.26 2.13 1.23 10.26 -2.13 0.000% 47 -2.12 -10.26 1.23 2.12 10.26 -1.23 0.000% 48 -2.44 -10.26 0.01 2.44 10.26 -0.01 0.000% 49 -2.11 -10.26 -1.22 2.11 10.26 1.22 0.000% 50 -1.22 -10.26 -2.13 1.22 10.26 2.13 0.000°% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 6 0.00000001 0.00011436 3 Yes 5 0.00000001 0.00056600 4 Yes 7 0.00000001 0.00026502 5 Yes 6 0.00000001 0.00093445 6 Yes 7 0.00000001 0.00029071 7 Yes 7 0.00000001 0.00005965 8 Yes 6 0.00000001 0.00023819 9 Yes 6 0.00000001 0.00007439 10 Yes 7 0.00000001 0.00026819 11 Yes 6 0.00000001 0.00094884 12 Yes 7 0.00000001 0.00027379 13 Yes 6 0.00000001 0.00097095 14 Yes 6 0.00000001 0.00017374 15 Yes 5 0.00000001 0.00086354 16 Yes 7 0.00000001 0.00029014 17 Yes 7 0.00000001 0.00005941 18 Yes 7 0.00000001 0.00026407 19 Yes 6 0.00000001 0.00093042 20 Yes 6 0.00000001 0.00017926 21 Yes 5 0.00000001 0.00092713 22 Yes 7 0.00000001 0.00028279 23 Yes 7 0.00000001 0.00005790 24 Yes 7 0.00000001 0.00027753 25 Yes 6 0.00000001 0.00098150 26 Yes 4 0.00000001 0.00035694 27 Yes 7 0.00000001 0.00027744 28 Yes 8 0.00000001 0.00024255 29 Yes 8 0.00000001 0.00026897 30 Yes 7 0.00000001 0.00029050 31 Yes 8 0.00000001 0.00023188 32 Yes 8 0.00000001 0.00023618 33 Yes 7 0.00000001 0.00027376 34 Yes 8 0.00000001 0.00026390 35 Yes 8 0.00000001 0.00023694 36 Yes 7 0.00000001 0.00029097 37 Yes 8 0.00000001 0.00026720 38 Yes 8 0.00000001 0.00026355 39 Yes 5 0.00000001 0.00012768 40 Yes 5 0.00000001 0.00089733 41 Yes 6 0.00000001 0.00008940 42 Yes 5 0.00000001 0.00020251 43 Yes 5 0.00000001 0.00090137 44 Yes 5 0.00000001 0.00094522 45 Yes 5 0.00000001 0.00014073 46 Yes 6 0.00000001 0.00008922 47 Yes 5 0.00000001 0.00089528 48 Yes 5 0.00000001 0.00019038 49 Yes 6 0.00000001 0.00008363 50 Yes 5 0.00000001 0.00099294 Maximum Tower Deflections - Service Wind Section Elevation Hort.. Gov. Tilt Twist No. 80.00 Deflection Load Appurtenance Gov. Deflection Tilt ft in Comb. 2 ° Ll 87-67 24.060 39 2.2240 0.0092 L2 67-44.5391 14.848 39 2.1158 0.0069 L3 47,4583-0 7.398 39 1.4727 0.0031 Maximum Tower Deflections - Design Wind Section Critical Deflections and Radius of Curvature - Service Wind Hoa. Gov. Till Twist No. 80.00 Twist Radius of Elevation Appurtenance Gov. Deflection Tilt R in Load 2 Curvature it 87-67 Comb in R 87.00 Lighting Rod 3/4" x T 39 24.060 2.2240 0.0092 13087 80.00 (4) X7CQAP-86-865-V 39 20.761 2.2309 0.0085 9347 65.00 ET-X-TS-70-16-62-18-iR-RD w/ 39 13.983 2.0717 0.0065 2799 Mount Pipe Maximum Tower Deflections - Design Wind Section Elevation Hoa. Gov. Till Twist No. 80.00 Deflection Load 82.267 8.8532 0.0336 R in Comb 2 ° Ll 87-67 95.308 2 8.8236 0.0361 L2 67-44.5391 58.882 2 8.4004 0.0271 L3 47,4583-0 29.368 2 5.8521 0.0123 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature 8 /.00 Lighting Rad 3/4" x 7' 2 95.308 8.8236 0.0361 3491 80.00 (4) X7CQAP-86-865-V 2 82.267 8.8532 0.0336 2493 65.00 ET-X-TS-70-16-62-I8-iR-RD w/ 2 55.460 8.2257 0.0258 738 Mount Pipe Compression Checks Pole Design Data Section Elevation Seze L L„ KI/r A P., gyp„ Ratio Na. p ,it Elevation ft ft W. in° K K QP, LI 87-67(1) TP14x14x0.375 20.00 0.00 0.0 16.0516 -4.42 505.63 0.009 L2 67-44.5391 TP 19.0645xI5.33x0. 1875 22.46 0.00 0.0 10.9453 -7.52 813.18 0.009 (2) 87-67(1) TP14xl4x0.375 84.41 182.79 0.462 0.00 182.79 0.000 L3 44.5391 - 0 (3) TP26x18.204lx0.25 47.46 0.00 0.0 20.4326 -12.29 1506.86 0.008 Pole Bending Design Data Section Elevation Size M,,. W. Ratio M,,, 0-.4`71 Ratio No. V. M,,. T„ M. ft L2 loin ft k'Pft WM, kir-ft kip ft W. - Ll 87-67(1) TP14xl4x0.375 84.41 182.79 0.462 0.00 182.79 0.000 L2 67-44.5391 TPI9.0645xI5.33x0. 1875 255.49 306.83 0.833 0.00 306.83 0.000 0.013 (2) 0.891 11000 V L3 44.5391 - 0 (3) TP26x18.2041x0.25 702.76 796.43 0.882 0.00 796.43 0.000 Pole Shear Design Data Section Elevation Size Actual �V, Ratio Actual 0-.4`71 Ratio No, V. V. T„ T. ft L2 K K +V lap -ft kip -ft 4 Ll 87-67(1) TP14x14x0.375 6.58 252.81 0.026 0.41 279.57 0.001 L2 67-44.5391 TP 19.0645xl5.33x0. 1875 9.09 406.59 0.022 0.41 614.41 0.001 0.013 (2) 0.891 11000 V 1.3 44.5391-0(3) TP26xI8.2041x0.25 9.70 753.43 0.013 0.65 1594.80 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ IV- M„y V, T Stress Stress it mP� W.,. mV ,hT. Ratio Ratio LI 87-67(l) 0.009 0.462 0.000 0.026 0.001 0-.4`71 1.000 V V 4.8.2 L2 67-44.5391 0.009 0.833 0.000 0.022 0.001 0.842 1.000 V (2) V 4.8.2 L3 44.5391 - 0 (3) 0.008 0.882 0.000 0.013 0.000 0.891 11000 V V 4.8.2 Section Capacity Table Section Elevation Component Size Critical P op.11— % Pass No. ft Type Element K K Capacity Fail L2 67-44.5391 Pole TPI 9.0645xI5.33x0. 1875 2 -7.52 813.18 84.2 Pass L3 44.5391-0 Pole TP26x18.204lx0.25 3 -12.29 1506.86 89.1 Pass Summary Pole (L3) 89.1 Pass RATING= 89.1 Pass Program Version 7.0.5.1 - 2/1/2016 File://fdh-server/Projects/2016 Effective - Client Jobs/CROWNC_Crown Castle USA Inc/MN/878498 Beddor Enterprises/16PXJY2400-MODMOO_VZW/R.O/Analysis/PassingTower/878498_Beddor Enterprises.en. 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 7.0.5.1 December 15, 2016 CCI BU No 878498 Page 7 TO 65 FT LEVEL / / \ \ p413 01 0 02 \�(2) 1 1/2) TO BO i LEVEL BUSINESS UNIT: 878498 TOWER IO: C_HASEl EL 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report - version 7.0.5.1 December 15, 2016 CCI BU No 878498 Page 8 VELOC WL Monopole FDHV Project No.: 16PX1Y2400 Site Name: BeddoF Enterpri5e5 Site lD/BLL . g7B498 Date: 12/15/2016 Section Range Req. Splice Length (ft( Act. Splice Length (ft) Top Section Base 0 (in) Section Scenario Tap Elevation (ft) Bottom Elevation (ft) Section Results Reinforcement of the slip splice is required. C The shaft cannot be considered effective and therefore the reinforcement must take 100% oftheload. Notes: 1. This sheet applies only to monopoles being analyzed under ANSI/HA-222-G. 2. The capacities computed in this sheet supersede both ins and CCIPole. 3. This sheet is currently set up to handle one size of flat plate monopole reinforcement. 4. Make sure to fill out "Section Mods?' in order to display proper capacity. 5. If "N/A" is displayed, it means there is an existing flange connection at that elevation. Scenario Definitions: A No stress reduction and no additional capacity evaluation for the slip splice is required. B Reduction in effective yield stress for the slip splice per ANSI/TIA-222-G Section 13.3.5. Capacity evaluation for the slip splice is required. Reinforcement of the slip splice is required. C The shaft cannot be considered effective and therefore the reinforcement must take 100% oftheload. Notes: 1. This sheet applies only to monopoles being analyzed under ANSI/HA-222-G. 2. The capacities computed in this sheet supersede both ins and CCIPole. 3. This sheet is currently set up to handle one size of flat plate monopole reinforcement. 4. Make sure to fill out "Section Mods?' in order to display proper capacity. 5. If "N/A" is displayed, it means there is an existing flange connection at that elevation. Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G Site Data BU#: 878498 Site Name: Beddor Enterprises App #: Reactions Mul Axial, Pu: Shear, Vu: 84.41 ft -kips kips ]kips 4.42 6.56 Elevation: 67 1 feel Bolt Threads: X -Excluded Vn= 0.55*Ab*Fu =0.75, *Vn (kips): 43.05 Pole Manufacturer: Other If No stiffaners,cmeda: TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Ri Id Bolt Data Bolt Tension Capacity, W*Tn,B1: 60.09 kips a'rn Qty: 12 Adusted W*Tn (due to Vu=Vu/Qty), B: 60.08 kips rpTn[(1-(vulWvn)^2]ros Diameter (In.): 1.125 Boll Fu: 105 Max Bolt directly applied Tu: Bolt Material: A325 Bolt Fy: 81 Min. PL "tc" for B cao. w/o Pry: N/A: 100 <-- Disregard Min PL "trec" for actual T w/ Prv: N/A: 75 <-- Disregard Min PL 11" for actual T w/o Prv: Circle in.: 19 T allowable with Prying: ksi Weld str.: Prying Force, q: Plate Data Total Bolt Tension=Tu+q: Diam: 22 in Prying Bolt Stress Ratio=(Tu+q)/(B): Stiffener Data Welding at Both Sides) Thick, t: Grade (Fy):. Strength, Fu: Single -Rod B-eff: 0 in ksi ksi in 1.5 36 58 3.67 Stiffener Data Welding at Both Sides) Config: 0 Weld Type: 0.375 Groove Depth: <-- Disregard Groove Angle: <-- Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch:in Grade: ksi Weld str.: ksi Pole Data Diam: Thick: Grade: # of Sides: Fu Reinf. Fillet Weld 14 - in in ksi •0• IF Round ksi '0" if None 0.375 35 0 63 0 Exterior Flange Plate Results Compression Side Plate Stress: Allowable Plate Stress: Compression Plate Stress Ratio: No Prying Tension Side Stress Ratio, (treq/t)^2: his Stiffener Results 17.40 Kips 1.559 in 0.648 in 0.839 in 57.91 kips 0so'51 case 0.00 kips 17.40 kips 29.0% Pass Flexural Check 9.3 ksi 32.4 ksi 28.8% Pass 18.7% Pass Rigid TIAG a*Fy Comp. Y.L. Length: 12.85 n/a Horizontal Weld : n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Plate Tension+Shear, fUFt+(fvlFv)^2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a a 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt "Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2.0 Analysis Date: 12/15/2016 a 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt "Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2.0 Analysis Date: 12/15/2016 Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data Reactions BU#: 878498 Mu: 703 ft -kips Site Name: Beddor Enterprises A #: Pole Mr:anufactureOther Anchor Rod Data Qty: 8 Diam: 2.25 in Rod Material: A61 5-J Strength (Fu): 100 ksi Yield (Fy): 75 ksi Bolt Circle: 34 in Plate Data Diam: 40 in Thick: 1.5 in Grade: 60 ksi Single -Rad B-eff: 10.32 In Stiffener Data (Welding at both sides) Config: 0 Weld Type: Groove Depth: <-- Disregard Groove Angle: <-- Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 26 in Thick: 0.25 in Grade: 65 ksi # of Sides: 18 "o^ IF Round Fu 80 ksi Reim. Fillet Weld 0 "0" If None Plate Data Diam: 40 in Thick: 1.5 in Grade: 60 ksi Single -Rad B-eff: 10.32 In Stiffener Data (Welding at both sides) Config: 0 Weld Type: Groove Depth: <-- Disregard Groove Angle: <-- Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 26 in Thick: 0.25 in Grade: 65 ksi # of Sides: 18 "o^ IF Round Fu 80 ksi Reim. Fillet Weld 0 "0" If None Stiffener Data (Welding at both sides) Config: 0 Weld Type: Groove Depth: <-- Disregard Groove Angle: <-- Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 26 in Thick: 0.25 in Grade: 65 ksi # of Sides: 18 "o^ IF Round Fu 80 ksi Reim. Fillet Weld 0 "0" If None Pole Data Diam: 26 in Thick: 0.25 in Grade: 65 ksi # of Sides: 18 "o^ IF Round Fu 80 ksi Reim. Fillet Weld 0 "0" If None Axial, Pu:l 12 Ilkips Shear, Vu: 1 10 1kips Eta Factor, q 1 0.5 ITIA G (Fig. 44 If No stiffeners, Criteria:AISC LRFD <-Only Appicable to Unstiffened Cases Anchor Rod Results Max Rod (Cu+ Vu/rj): Allowable Axial, O*Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: n/a Stiffener Results Horizontal Weld Vertical Weld: Plate Flex+Shear, fb/Fb+(fv/Fv)^2: Plate Tension+Shear, ft/Ft+(fv/Fv)"2: Plate Comp. (AISC Bracket): Pole Results Pole Punching Shear Check: If No stiffeners, Criteria:AISC LRFD <-Only Appicable to Unstiffened Cases Anchor Rod Results Max Rod (Cu+ Vu/rj): Allowable Axial, O*Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: n/a Stiffener Results Horizontal Weld Vertical Weld: Plate Flex+Shear, fb/Fb+(fv/Fv)^2: Plate Tension+Shear, ft/Ft+(fv/Fv)"2: Plate Comp. (AISC Bracket): Pole Results Pole Punching Shear Check: 128.0 Kips 260.0 Kips 49.2% Pass Flexural Check 51.0 ksi 54.0 ksi 94.4% Pass n/a n/a n/a n/a n/a n/a " 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Non-Ri id AISC LRFD rp'Tn CClplate v2.0 Analysis Date: 12/15/2016 V 128.0 Kips 260.0 Kips 49.2% Pass Flexural Check 51.0 ksi 54.0 ksi 94.4% Pass n/a n/a n/a n/a n/a n/a " 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Non-Ri id AISC LRFD rp'Tn CClplate v2.0 Analysis Date: 12/15/2016 61rx121rx 5/8"x3-1/2" Sabre P/N C30-138-001 Area: 22.1866 Perimeter: 95.3198 Bounding box: X: 74.5411 - 89.5411 Y:-3.8641 - 12.9923 Centroid: X:81.5411 Y: 4.5641 Moments of inertia: X: 983.3482 Y: 148038.7125 Product of inertia: XY: 8256.9745 Radii of gyration: X:6.6575 Y: 81.6850 Principal moments and X -Y directions about centroid: I: 521.1819 along [1.0000 0.0000] J: 521.1819 along [0.0000 1.0000] Sx= 521.1819/8 = 64.2 in -3 REGIONS Area: 16.0516 Perimeter: 85.6084 Bounding box: X: 30.4644 -- 44.4644 Y: -1.7829 -- 12.2171 Centroid: X:37.4644 Y: 5.2171 Moments of inertia: X: 809.6619 Y: 22902.5020 Product of inertia: XY: 3137.4005 Radii of gyration: X: 7.1022 Y: 37.7731 Principal moments and X -Y directions about centroid: I: 372.7602 along [1.0000 0.0000] J: 372.7602 along [0.0000 1.0000] Sx= 372.7602/7=53.3 in -3 CCI Foundation Tool Suite - Monopole Pier Site Name: Beddor Enterprises App Number: Work Order: Input Criteria TIA Revision: G ACI 318 Revision: 2008 Seismic Category: A Forces Compression 12 kips Shear 30 kips Moment 703 k -ft Swelling Force 0 kips Foundation Dimensions Thickness Pier Diameter: 5 IT EM, above grade: 1 ft Depth below grade: 22 ft Material Properties Capacity SP1'N' Number of Rebar: 14 Rebar Size: 8 Tie Size 5 Rebar tensile strength: 60 ksi Concrete Strength: 4000 psi Ultimate Concrete Strain 0.003 in/in Clear Cover to Ties: 4 in Soil Profile: Beddor Soil 0 Date: 12/15/2036 CROWN CASTLE Analysis Results Ultimate Ultimate Ultimate Soil Lateral Capacity Me (from soil analysis) 794.70 k -ft Depth to Zero Shear: Friction Uplift Skin Comp. Skin Bearing Max Moment, Mu: Thickness From To Unit Weight Cohesion Angle Friction Friction Capacity SP1'N' .Layer (ft) (ft) (ft) (pi WE) (deg) (ksf) (Iwo (ksq Counts 1 6.667 0 6.667 120 0 0 0 0 0 2 6.333 6.667 13 120 1000 154.63 0.2 0.2 0 3 9 13 22 130 1700 12.00 0.35 0.35 10.5 Analysis Results Concrete/Steel Check Soil Lateral Capacity Me (from soil analysis) 794.70 k -ft Depth to Zero Shear: 7.54 It '010n 1298.95 k -ft Max Moment, Mu: 794.70 k -ft RATING: 61.2% Soil Safety Factor: 3.50 Safety Factor Req'd: 1.33 RATING: 38.0% rho provided 0.39 rho required 0.33 OK Soil Axial Capacity Skin Friction (k): 52.03 kips Rebar Spacing 10.16 End Bearing (k): 154.63 kips Spacing required 16.00 OR Comp. Capacity (k), 00n: 206.66 kips Comp. (k), Cu: 12.00 kips RATING: 5.8% Dev. Length required 14.13 Dev. Length provided 37.95 OK Overall Foundation Rating: 61.2% Page 1 of 1 87 Ft Monopole Tower Structural Modification Analysis Project Number 16PXJY2400, Application 359616, Revision 5 APPENDIX D MODIFICATION DRAWINGS tnxTower Report - version 7.0.5.1 December 15, 2016 CCI BU No 878498 Page 9 PROJECT DESCRIPTION: EXTENSION DRAWINGS FOR A 67' MONOPOLE CROWN CASTLE ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOD UPON ARRIVAL AND DEPARTURE. DAILY AT 800-788-7011. QUALIFISO ENGINEERING SERVICES ARE AVAILABLE FROM FDH VELOCITEL TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. TO REQUEST QUALIFIED ENGINEERING SERVICES, PLEASE CONTACT FDH VELOCITEL AT RIGGING@FDHVELOCITELCOM OR (919) 75St012 PROJECT DATA SHEETINDEX CODES AND STANDARDS SHEET xL nE®Ca xusnECOM CCI aMrr<wa (314) 613-014H ICE SENT 115 SESSNAL WIND SPSLS WITH PCE DEP 11 SI WIN S SPEED (MPH) IS WE sSM IN1Efl'BMOdTIS PENT Vlwc. NNEI EIIWEW 6WLLA0 . SEIBES....pForyY6W1ELWM ADS YmcIRL1 SSEET ENSINEM NEWS RUMBEEPtallEalNE THOWEENPHS aV PRENT HE END Pn PIPE INTINSITEN INS" END .—ATE I ."S s, IT) PROJECT CONTACTS SHEETINDEX SHEET xL nE®Ca xusnECOM CCI aMrr<wa (314) 613-014H DE PENSTauox I.nME TM eR®cao ED munary MENEEP PxoxExuaeEa TIES S z-0saz FW YFLCCDHE NSNI fl1OMPF0. MWS IN1Efl'BMOdTIS PENT Vlwc. NNEI EIIWEW 6WLLA0 . SEIBES....pForyY6W1ELWM ADS YmcIRL1 SSEET ENSINEM NEWS RUMBEEPtallEalNE SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 COORDINATES: LAT: 44.8648° LONG: -93.5153° PASSING STRUCTURAL ANALYSIS EMPHI N. 1—H ESI SEEP —El PASSING STRUCTURAL ANALYSIS I MODIFICATION DRAWINGS PROJES T— MEET P. IS EAT� NO EMS' To THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND GO CONFIGURATION PROVIDED BY THE TOWER OWNER. ANY CHANGE TO THIS INFORMATION MUST BE REVIEWED BY FDH VELOCITEL. ALL CONSTRUCTION SHALL COMPLY WITH THE TIA-1019-A STANDARD SI'MI �� \k" ETI'REL 0 CROWN CASTLE Evm1E I END ARV END Fix 16PXJY2400 BEDDOR ENTERPRISES 878498 7700 QUATTRO CHANHASSEN, MN 55317 SHEET THE TITLE SHEET SHEETNUMPEE S-1 SHEETINDEX SHEET DESCRIPTION RESE V.ET1. PIPE INTINSITEN INS" END .—ATE I S �� \k" ETI'REL 0 CROWN CASTLE Evm1E I END ARV END Fix 16PXJY2400 BEDDOR ENTERPRISES 878498 7700 QUATTRO CHANHASSEN, MN 55317 SHEET THE TITLE SHEET SHEETNUMPEE S-1 MI CHECKLIST INSPECTIONS AND TESTING REQUIRED REPORT ITEM PRE -CONSTRUCTION x HEMNLIGTOaAwL x x X FAMICAUTOR CONTINUE WELD INSPECTION x FACTENSTLEETRIPORTASES, X WARIPACGR WE INSPECTION N/A NDE REPORT OF BENGALIS x PACKING F SPECRONS: CONSTRUCTION x N/A FOUNDATION INEPE N N/A CONCRETE COMPRESEGIVET L MF LESS N/A PILOTINSTALLED MOPOl WDOCAPEATIEN N/A BASE KATE GAULT V�FIGPJTAN N/A CONEEPACTOR C TERRIFIES WILD INCIELIQUARD LEE RECEIPTS N/A GARRI LFTANOo x GALVANRAT N N/A X E ADDITIONAL TESUNG AND RESECTIONS POST -CONSTRUCTION x Ul INSPEETTER REumE OF RECORD CAPSULES) N/A POST INSTALLED ANCHOR RICO FULL -CRT TESTING x PHLEFFEACESPULD ADDITIONAL TESTING AND INSPECRENA N DOCUMENT NEEOES FOR THE PMI REPORT NIA DENOTES A DOCUMENT THAT IS NOT REWIRED FOR THE PMI REPORT MODIFICATION INSPECTION NOTES: GENERAL iE MODIFICATION INSPECTION(Mp IS A VISUAL INSPECTION OF TOWER MODIFICATIONS ANDA REVIEW OF CONSTRUCTION INSPECTRAYEAND OTHER REPoRiS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT BOCUMIREDHA VICITHI MPSICCION BAUCH ,As OFEIGN ED BY THE ENGINEER OF RECORD IFORD, THE MI OLAI TO MODERN BELL ION CONFIGURATION AND WORKMANSHIP ON LY AND IS NOTA REVIEWF THE MOOFICATEON DESIGN ITSELF, NOROESTHEMIINSPECTORTAKEOWNERSXIP OF THE MODIFICATION DEBTS. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WI'I X THE EOR AT ALL TIMES. ALL M IS HALL BE CONDUCTED BY A CROWN ENGINEERING VENDOR (RESP OR ENGINEERING SERVICE VENDER(AEBV) FROM IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN, SEE ENGAND-101 73 LIST OF APPROVED MI VENDORS. TO ENSURE THAT THE REQUIRRACHUS F THE MJ ARE MET IT RNAL CONTRACTOR (M) AND THEM II INSPECTOR BEGIN COMMUNDASINGNNOHOgU]IxgiINGAS SOONASAMISRECEIVEO. RIS APECTUTHATEACHPARTYWILLBEPARALL EIN REACHINGOUTTOTHEOTHERPARTY. IF CONTACT INFORMATION IS NOT KNOWN,CONTACT YOUR CROWN POINT OF CONTACT PARGA REPER70 ENGsoW.1 LOU M DEIFICATION INSFECTION Sow FOR FURTHER DETARS AND REONREMPLE. MI INSPECTOR: THE MI INSPECTOR IS REQUIRED TO CONTACT THE M AS SON AS RECEIVING A MFOR THE MI TRATAWBUMUM: REVIEW THE FLOW IREMENTS OF THE MI CHECKLIST • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ONSITE INSPECTIONS. INCLUDING MUNI INSPECTIONS E MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CON REACTOR NORD INSPECTIONAND TEST REPORTS REVIEWING THE DOCUMENTS FORPOHERENCE TO THE CONTRACT DOCUMENTS, CONDUCTING THE INFIELD INSPECTIONS, AND SUBMRTING THE MI GENERAL CONTRACTOR: f E OC IS REQUIRED TO CONTACT TIFF MI INSPECTOR AS SOON AS RIDGE WIN G A O FOR THE MOD I FICATION INSTALLATION OR TURNKEY PROJECT TO, AT A MINIMUM: VIEW THE REQUIREMENTS OF THE MI CHEM ST CORK WITH THE MI INSPECTORiO DEVELOP A SCHEDULE TO CONDUCT ONSITEMI INSPECTIONS. INCLUCING FOUNDATION INSPECTIONS . BETTER UNDERSTAND AL INSPECTION SAO TESTING REQUIREMENTS THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MI CHECKLIST PNO ENGSOWFLWT. RECOMMENDATIONS: THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE PENDENCY AND EFFECTIVENESS OF DELIVERING A MI REPORT', IT IS SUGGESTED THAT THE GC PROVIDE A M WIMUM OF 5 BUSINESS DAYS WO ICE. • PREFERSELY TD, TO THE MI INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO RECONO CTED. 1XE GC PNO MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROIECi. WHEN IT IS PREFERRED TO HAVE THE M AND MI INSPECTOR ONSITE PoISLE EOUSLY FOR ANY GUY WIRE TENSIONING OR RE -TENSION WG OPERATIONS. IT V SE BENEFICIAL TC INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONMWCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND MI CMPEGFION(SI TO COMMENCE WITH ONE SITE VISIT. WHEN POSSIBLE IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ONSITE DURING • THE Al TO HAVE ANY DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEWMRETHE GC MAY CHOSE TO COORDINATE THE I CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ME AT THEIR DISPOSAL WHEN THE MI INSPECTOR ISO SITE. CANCELLATION OR DELAYS IN SCHEDULED MI: IF THE GO AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WI LL BE CONDUCTED, MD ER PARTY CANCELS OR DELAYS, CRC W N SHALL NOT BE RESPONSIBLE FOR ANY COSTS, FEESINCUBUS D BY ALOSS OF ITE A PASRrrDOOR ANY TIME NEG. TRRAVEL RELATED ws. BEKEEPiNCELAY IFCRWN OCONTRALY EQUIPM CTSOIRECTFORATHIRDPART MI, EKCEITTIONSOETST MAY REMADE IN THE EVENT THAT THE DELANDEANCEWTION IS CAUSEGBY WEATHER MOTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI FFNLED SP1, THEGCSHALL WpU WRIT CROWN TD OORDINAIEAREMEDNTICN PLAN IN ONE.IT. WAV.: CORRECTFNLINGISSUES'FOCOMPLYWITXTRE.PECIFICATI.NS .O TNNEOINTHE ORIG I NAL CONTRACT D W UMENR PND COORDINATE A SUPPLEMENT ML O DITHCROWMEAPPROVAL THEGCMAYWgUWITHTXEEGNTCREJWAtV[ETHE M IICATIOWRENFORCEMENT USING THE DEPORT ONUHION MI VERIFICATION INSPECTIONS: CROWD RESERVES THE RIGHT TO CONDUCT A MIVENEICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTIONISP ON TOWER MODIFICATION PROJECTS. PALLSDRIFICATICK! INSPECTIONS CNALLSE HELD TO IW REOUIREMENTSINTHECOMRACTDCCUMENTS.11N VERIFICATIONINSPECTIOMAVBECONDUCTEDBYM REQUIRED PHOTOS: E MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, ATA P. mpw�L 10 BEE TAKEN AND INCLLUDED IN THE MI REPORT: DdB PRE{ANSTRUCTION GENERAL SITE CONDNION PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION ERECTION ANDIRMPTICREN LATERALS PHOTOS OF ALL CRITICAL DETAILS FOUNDATION MODIFICATIONS WELD I.E.G. DOLT INSTALLATION AND TORQUE nFACEINSTALLED CONDITION COATING REPAR •• OIoNSTRUCTION PHOTOGRAPHS INAL INFIELD CONDITION PHOTOSOF ELEVATED MODIFICATIONS TAPER FROM THE GROUND SHALL BE CONSIDERED INGDOUATE TR IB IS NOT A COMPLETE LIST OF REQUIRES PHOTOS PLEASE REFER TO ENSPECAWRING. PN �.. VELLIDFTEL B CROWN CASTLE CHECKEU OF SLY; WLSIV FOX VCLOCIRL PROTECT SOMALIA 6PXJY2400 . GTE SAKE BEDDOR ENTERPRISES GTE OPEREN 878498 GTE ANDRICIP 7700 QUATTRO CHANHASSEN, MN 55317 MODIFICATION INSPECTION CHECKLIST PLL WO SHALL BE DONCOR CUPNCE WNHALLPYPLICABLE MLKNE SIATEANOLDCALCOOESANDMDINANCES. SERHE CONTRACTOR'S RES PONSIBILITY TO CHIPS ALL PERMITS NECESSARY TO COMPLETE THE PROJECT AND PRIDE BY ALL CONDITIONSAND REQUIREMENTS OF THE PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, ELCVATIONS PND WSTING CONDNIONS AT THE SITE BEFORE CREEPING MY MATERIALS OR DOING MY WORK, NO EXTRA CHARGE OR COM PENEATION$ANLL DE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL 0BENSIONS AND DIMENSIONS IRICATR ON THE CONSTRUCTION ..IDEA ANY SUCH LINUFFECONEYBE DIMENSION WHICH MAY BE FOUND SHALL BE BM III EO TO RH VELOCI TEL FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. INCORRECTLYFABRI.ER,DAJAAGEO,OTHERWISEMISFMING, OR NON.CCNFDRMNG MATE RIALS AND CONDITIONS RUFFLES SPORTED TO FOH VOICEFUL PRIOR TO ANY REMEDIAL ON CORRECTVECTION, ALL ACTIONS SHALL REDUCE RIIVELOCREL APPROVAL,4, IT A THU CONTRACTOR'S SOLE RESPONSIBILITY 10 DETERMINE RECTION PROCEDURE ANO SECUWCETO ENSURE THE SAFETY OF THESTRUCTURE AND GNINT 1EMODIFICATIONS THUS HOLDERS. BUT IS NOT LURING I ION FIDDITION OF TEMPORARY TRA LIMITED TO TRADING GUYS OD TIE DOWNS THE BE NEGGERS SUCH MATENRL SHELL BE REMOVED AFTY. ER THE COMPLETION OF THE PROJECT. 5. CONTRACTOR SHALL PROM PTLY RE MOVE ANY a ALL DEBRIS FROM SITE B CORE ASBEST AS CLUB BLE TO GRECONBTRU ORION ACHERON, 8. ALLCONSTRUCTONMEANSCOMETHODS-, INCLUDINGBUTNOT LIMITED TO. ERECTOR PLANS. RIGGING PLANS, CLIMBING PUNS, AND RESCUE PIANS SHALL BE THE RESPONSIB ILNY OF THE GENERAL CONTRACTOR ORK CONTAINED HEREIN AND LBLE POETTE 1 SHALLM MEET AALIA 1119 (LAN 01 TEST EDITION), OSHA, ANDGENERALINDUSTRYSTANDIES. LLRIGCJNGPUNS SHALL ADHERE TO ANXKNA,IRR(LATEST EDITION) INCLUDING THE PROUIRED INVOLVEMENT OF A STA TED ENGINEER FOR CLOS Iv C STRUCTION. THE CLIMBING FACILITIES, SAFETY CLIMB AND ALL PARTS THEREOF SHALLNGT BEIMPEOR, MODIFIED OR ALTERED WITHOUT THE EXPRE%WRITTEN APPROVAL OF THE EGINEEROF RECORD. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC MERGE FABRICAICS CONTRACTOR QUALIFICATION NOTES: 1, ALF FPARS SHALL BE PERFORMED BYA TOWER CONTRACTOR WITH A MINIMUM 5 YEARS EXPERIENCE I N TOWER E RECTION AND RETROFIT AND WI TH WORKING KNOWLEDGE OF THE ANUBLUMS N 'STRUCTURAL STAN OARS FOR ANTENNA SUMORTIN G STRUCTURES EL PCONTRACTOR IS RES PONS ISLE FOR ALL COBURNACTION M BEAR AND METHODS SHOULD THE CONTRACTOR REQUIRE DIRECT CONSULTATION FON VELD C REL IS WILLI NG TO OFFER SERVICES BASEL OEM AN AGREED FEE FOR THE WORK WORDS. ALL SU SMITTAL INFORMATION MOST BE SENT TO FEE VELOCITEL 6531 MERGER DRIVE. RALEIGH NO URGE. TEL (919)GFELE4,FAA. pi, DORNALBTRCTURALMFOHVELOCITEL.COM, AVAINATION OF THESE SPECIFICATIONS OR DESCRIBES WITHOUT CONSENT FROM LH WLOCITEL WILL VOID ANY RESPONSIBILITY OR LABILITY FOR DAMAGE(MATERIAOR PHYSICAL)TOWANUS OUT VELOCITEL ALL CONSTRUCTION TO BE INACCORDANCE WITH THE na1019.A STANDARD. JOB SITE SAFETY 8 NOTES: NEITHER THE FRUREGRPL ACTIVITIES OF RH VELOCITEL NOR THE PRESEGE BF FDX VELOCITEL OR EMPLOYEES PR SUBLONRLTANTS AT THE CONSTRUCTON SITE. SHALL FELL EVE THE GENERAL CON TRACTOR AN D OR SUSCONT RPCTORS AND MY OTHER ENTRY OF THEIR OBLIGATIONS, WTIES AND UJI.NSIMI.E. INCLUDING. BUT NOT LIMITEDTO, CWSONCTION MFANS, METHOS, SEQUENCE. TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORCINAN AL PORTIONS OF E WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MY HEALTH OR SAF Ex PaEGunorvA REQUIRED BY ANY REGULATOR AGENCIES. TIE GENERALFOR JOB SAFETY, AND WARRANTS THAT THIS TEST 'A EVIDENT BY CONTRACTION AN U OR 1 ALL STRUCTURAL STEEL SHALL BE FABRICATED ANO ERECTED IN ACCORDAN CE WITH T HE LATEST MW CODE AND ASTM .1FCIFICAnDNS. L CON FELLOW OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIC D WELDS WITH WE TNG ELECTRODES NOTED IN THE STEEL GRADE SCHEDULE OR SPECIFIED HIGH STRENGTH BOLTS TO BE AUTO BA ES. THREE. INCLUDED WITH SHEER PUNS (UNLESS 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUGTIGXTENEO CONDITION IN ACCORDANCE WI IN ARG 11 PART 16.2. SPECIFICATION 0. STRUCTURAL JOINTS USING ASTM AGO OR APAI BOLTS', SECTIONEI, UNLESS OTHERWISE SPECIFIED. WB GETYPESDITS ARE USED, CONTRACTOR MAY BE SECURED TO STACK ADDITIONAL RAMNEW O SUDAN PROPER SNUG TIGHT INSTALLATION, ALL NUTS SHALL BE IRAW HEX UNT£SS OTHERWISE NOTED. ALL STEEL, AFTER FABRICATION, SRLL BE EST UIPFED GLVANMED MESABTMMI2]. LLU MENESSUREACES.WENEDAREASAND AUTHORESS NOULGALVANEED MEMBERS OR PARTS(EXISTING OR NEWT SHALL BE PAIN TED WIT IT MULTIPLE COATS OF FEE COLD PERLM LSH VANILNG COMPOUND ACT EN NG A MINIMUM OF NUTS DRY FILM 6. AAND FIE LD WELDINGSXALL BE DONE BY WELDERS COAL ED AS DESCRIBED IN THE "AM E RICAN WELDING SOCIETYS STANDARD QUALIFICATION PROCEDSE' TO PERFORM TEE TYPE OF WORK REQUIRED, CONTRACTOR IS FLOODS. IS F20VBE FOR VELOCITEL WTN A PASSING CERTIFIED WELDINGINSPECTON 1. ALL WELLS. ML STEEL MAY NOT BE TORCH CIT FOR FABRICATION. ALL STEEL FABRICATION MUST FOLLOW AGE STANDARDS. MISC. NOTES: t AL MODIFICATIONS ARE ASSUMED TO BEMADE ON AN EMPTY TOWER CONTRACTOR IS RESPONSIBLE TO MAINE PROVISIONS TO SUPPORT OR WOW AROUND EXISTING ANTENNAS ME TRANSMISSION LINES, MODIFIAANGW MSIT BE CONTINUOUS THROUGH ALL AREAS SHOWN, 21 CONTRACTOR FIELD VERIFY ALL DIMENSIONS CREEP TO CONSTRUCTION. L ALL DIMENSIONS ARE PRELIMINARY UN TIL FIELD VENFIR BY CONTMCFOR. ANY CHANGES MST BE AFPROV EO BY ENGINEER OF RECORD IN WRITING PRIOR TO FCRICATION AND IWTAIAIII NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES SLOTTED G DOUBLE DRILLED ROLES ARE NOT ACCEPTABLE MUMS OF FABRICATION. CONTRACTOR OWING S TO F SWISS OR USE A SU BSTITITE I TEM OF MATERIHENS PLICATION EQUIPMENT, TO FIRST SHALL OE GINEEER OFRECORDFOR ACCEPTANCE F CERTFANOP G THAT THE PROSED SUBSTITUTEWI SUBSTIE LL PERFORM ADEQUATELY RIE FWXCTKNS AND ACHIEVE THE SCULL TS CON TRACTOR TO USE ZINGS OR ERC LO LD GALVANVAIpN COMPOUNDS OR MARLOWE EQUIVALENT. 2, PREPARE MUSTEAREFROSIS RFACE OCR TREATMENT ACCORDING TO MANUFACTURERA HEGOINMENLNI'IONE COMPOU X OPER APPLY ACTURREES S HIS.. ENoniilN CACHE ANN NG TIMES MST BE UNLESS PER MANUFACTURER'S RECOMMENDATION. 4. APPLYALL THE USE OFF COATINGS E EROSOLIS NOT NIR 1. NATO p GENEROUS. IF TH E TOWN R IS PANT EO, BRSH PAIR T ALL TREATED AREAS TO MATCH TOWER AFTER COLD GLVANISEARON COMPOUND IS LLOWEDTOCURE. SAFETY CLIMB NOTES: CONTRACTOR TO INSTALL T UFT UG CABLE SAFE CLIMB SYSTEM UNLESS ENDWISE GREG. WEE OF A SOUBRETTE CLIMB SYSTEM IS ACCEPTABLE. COONTRACTOR SH ELL FIRST MAKE WRITTEN APE LIGATION TENGINEER OF RECORD FOR CERTIFYINGRNT THE PROPOSES SUBSTITUTE WILLLTTHEREOF, PERFORM ALI THE FUN GBONS AND ACHIEVE THE RESULTS CAUNI FS BY IRE GENERAL CEMENT. NEEW TUFTUG CABLE SAFE CLIMB SYSTEM ANN CS OCIATEO HARDWARE SHOULD BE PURCHASE DIRECTLY FROM TILE NAGMUFAATTUNEY POINT OF CONTACT LISTED BELOW AND INSTALLED PER ANUFACTURER SEEM M MEATIONTS. SDETER WF -TUG PRODUCTS SHOPRETELANE RAINS ON ISHE PHONE: 193112991313 CAA UK, SAU-112 WEDGING MAYW.NF OM EMAIL: iUFTWG®bLCOM STEEL GRADE SCHEDULE SCOPE SHAPE GRADE YIELD STRENGTH (F,)4 ULTIMATE STRENGTH (Fo) ALL PLATE PEN I Is I'M, VELD[3TEL CROWN CASTLE DA fel ORECKEDBY MY FDH 1BFR 6PXJY2400 STERMS BEDDOR ENTERPRISES 'IT. NJMEER 878498 GTE ANI 7700 QUATTRO CHANHASSEN, MN 55317 GI ETTILE GENERAL NOTES S-3 TOWERELEVATION LE: HTS MANUFACTURER POLE SPECIFICATIONS POLESHAMBIME: IMM : B.,STEGI: ASTU AS GRADE RADEIS SASEPLATESTEEL: McIBLI69M) ANCXOO YOU. Y 1.. I'M A6MAeL6GMGE is MANUFACTURER SHAFT SECTION DATA SHAFT SECTION PLATE SECTION LENGTH (FT) THICKNESS (IN) LAP SPLICE (IN) DIAMETER ACROSS FLATS (IN) @TOP (L�BOTfOM NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GPLVpN61NGTOLEMNCE366.0 TOWER MODIFICATION SCHEDULE .1 Ms NO. TYPE OF MODIFICATION BTM. ELEV. TOP ELEV. SHEET INSTALLATION OF NEW MONOPOLE OGITTSIOrv. ai.v: a: SST wsTALLAi ONOFNEWSAFETYGUMa. TUF.NceLNTGMS LT,pt SS6tLROBNEW .1 THIS MGDTF�=OR CONTRACTOR SHALL IMMEDIATELY REPORT MY AND ALL DISCREPANCIES TO THE BOB ABU CROWN CASTLE PRIOR TO FACilEEDIGN OTTH THE WORK ALL WON FPCATUDYS TO BE INSTALLED CONTINUOUSLY TI EDUCE RAISING EQUIPMENT. ALL EXIGHBO EGI N, TO BE DAMAGED ON TMEN OFF AIR ... AT�ALLATPGN SEE STRUCTLEALL ARMYSE REPO' 'NO EANSH NO ANTENNA LOADING allIMS FOR MONOPOLE PDRIGHTNEGSHT ..SEES SHALL BE REQUIRED WHERE PAYS METWEPH 11111. ARP, LENGTH AND YOUTH SHALL BE �E WIDTH OF 11 REINFORCING MEMBER FOR REINFORCING MEMBER MAY BE TEED. .1. THCRNESS SHALL BE NOILHIAWTHAN "" .,AB.TGG,.,WF,�T- ORPIETWE BEIGIS All MAGNITTED. STAGNED SHIMS SHALL BE NO GREATER THAN WHINLIS PLATES SIALrOED TYGETLTEl, 'HE BOTTOM OF THE �T NATO RUN MAG BEGIN ATTHE PROPOSED TH�T �GERFE IS NO MORE THAN I . EFEEINCE G�IEN THE ANTHAL OVERALL LENG� .1 THE MEAN AND THE PARBEAGGED OVERALL LENGTH 01 THE FEAR. FROM THE BOTTOM .1 THE BOTTOM PLATE I THE TOP OF THE GAP PLATE AND GRANT N S PROVIDED ME FOR GNOTNG PURPOSES ONLY, AND SHALL GOT BE USED FOR FABRICATION LEVEL w CROWN CASTLE 'OUG FON 16� 6PXJY2400 STR HART BEDDOR ENTERPRISES M. NLUBU 878498 7700QUATTRO CHANHASSEN, MN 55317 MODIFICATION SCHEDULE n BASE LEVEL LAYOUT OETALS. PIPE EXTENSION LAYOUT SECTION VIEW SECTION Ss SCALE: NTS SEESXEEi SB FOR DETAILS A 1 us.: NEW MPH ,'T90C. OFF. (]) NEW I IWOFUWGE 6OLTS SHEETS. FOR OETP115. �WIN NH LOCI[WASHERS ONAlW10 C. --_ ioraF� TENSIGN ' NON NDUUI FOROLTSEE EGiEC11L£FOR CE Ar ---- `SM NEW STEP BOLT BpgCKET. SEE SHEET SS FOR DE TAILS. PIPE EXTENSION INSTALLATION ELEVATION VIEW WJETYLINE FELL SEEETE-R1 LMWALLE ON ml) ml) ELEVATION a DETAIL SHEET s.S FoaoETall.s. � A S-5SCALE: NTS LP, PE1 EW.AFETY NEW PIPENWENRIGN. SEE TEHW SHEET Sb FOR DETAILS. RXEEi 6. F0 STEP BOLT INSTALLATION SECTION VIEW W HX;Q E`E -1i z SECTION — S-5 SCALE:NTS OETALS. PIPE EXTENSION LAYOUT SECTION VIEW SECTION Ss SCALE: NTS SEESXEEi SB FOR DETAILS A 1 us.: NEW MPH ,'T90C. OFF. VIXISTING MONOPOLE f J NEW STEP BOLT BpgCKET. SEE SHEET SS FOR DE TAILS. PIPE EXTENSION INSTALLATION ELEVATION VIEW STEP BOLT INSTALLATION PLAN VIEW ELEVATION a DETAIL 95 SCALE: NTS S-5SCALE: NTS (12) NEW , IWO DANES FACTS WITH NUTS B LOCK WASHERS ON A rare EC. ESHEDUILE FOR DETAILS. mP I PIPE EXTENSION MATERIAL SCHEDULE PART# QUANTITY DESCRIPTION 1 Me MTFM • CONTRACTOR TO REPLACE SAFETY CLIMB CABLE. ONE CONTINUOUS CABLE IS REQUIRED FROM TOP OF EXTENSION TO BASE OF TOWER. SEE MATERIAL SCHEDULE FOR DETAILS. • INSTALL EXTENSION WITH STEP PEGS IN LINE WITH EXISTING STEP PEGS. • CONTRACTOR TO REMOVE AND REPLACE EXISTING LIGHTNING ROD. REPLACEMENT LIGHTNING ROD TO BE PLACED AT TOP OF EXTENSION. • CONTRACTOR TO PERFORM SITE VISIT PRIOR TO ORDERING MATERIALS TO VERIFY ANY INSTALLATION INTERFERENCES. PE-, SHEETS.SECROETAILs. i„£o� owuEo O HOLE w MN. EOGEOI.TANCE LI1TIMER — - LISLE DI me. SAFETY LINE PLATE DRILL DETAIL ELEVATION VIEW DETAIL S-5 SCALE:NTB I Signu MI � VELI]CffEL O CROWN CASTLE W mlvw I I �H 16PXJY2400 AER BEDDOR ENTERPRISES 878498 7700 QUATTRO CHANHASSEN, MN 55317 PIPE EXTENSION INSTALIATION DETAIL51 S-5 zoa s — to "-{-1a�—{ TSPACESR 3116 �=1T8" �F1Ix•�1'-tO1R"— Oli6 mP.l — (iYPI� y16 —t'-10 6N6 (� HENof PIPE EXTENSION SIDE VIEW PE -i DETAIL 5-6 SCALE: NTS M PF.1 PIPE EXTENSION INSTALLATION SECTION VIEW SECTION BB SCALE: NTS iEN610NPRION iOMATEflIP1OR'ERSVANOEPB CPTION, x DIMENSIONS PPE PRELIMI. UNTIL HELL VERINEG Sl CON..S AM' CHANSFS MVST BE APPNOVEO BY ENGINEER OF RECON' I N WRITING PRION TO FABRICATION ANO INSTALLATION. 8tmsa nnS"m HOLEFOR IFFTHIL O , ITEP BOLT�l TE Y'I 11TiMICK 1N'iHICK PUTE �I Pure I r (TVP.I bz11 v16a0 Hotes `(a1l liCm Rotes PORTHOLE INSTALLATION INSTALLATION LAYOUT SECTION VIEW z DETAIL 5-6 SCALE: NTS FLANGE PLATE PLAN VIEW FP -t DETAIL SF SCALE: NTS CAP PLATE PLAN VIEW vn DETAIL S-6 SCALE: MS STEP BOLT BRACKET FRONT S TOP VIEW sse-t DETAIL 5-6 SCALE: NTS w.oer. VELDCFfEL ^ CROWN CASTLE --# 41120 ' mX 16PXJY2400 R BEDDOR ENTERPRISES FITS �L—R 878498 7700 QUATTRO CHANHASSEN, MN 55317 PIPE EXTENSION NRTALLATION DETAILS II S-6 MATERIAL LIST (PE -1) PART# QTY. DESCRIPTION - nsrynN o.'1.1na.oN� 1.11 IS TOP S�l t S-R,--PlE(PL LrAs B POHIXOLESABREPINCIDna610i iEN610NPRION iOMATEflIP1OR'ERSVANOEPB CPTION, x DIMENSIONS PPE PRELIMI. UNTIL HELL VERINEG Sl CON..S AM' CHANSFS MVST BE APPNOVEO BY ENGINEER OF RECON' I N WRITING PRION TO FABRICATION ANO INSTALLATION. 8tmsa nnS"m HOLEFOR IFFTHIL O , ITEP BOLT�l TE Y'I 11TiMICK 1N'iHICK PUTE �I Pure I r (TVP.I bz11 v16a0 Hotes `(a1l liCm Rotes PORTHOLE INSTALLATION INSTALLATION LAYOUT SECTION VIEW z DETAIL 5-6 SCALE: NTS FLANGE PLATE PLAN VIEW FP -t DETAIL SF SCALE: NTS CAP PLATE PLAN VIEW vn DETAIL S-6 SCALE: MS STEP BOLT BRACKET FRONT S TOP VIEW sse-t DETAIL 5-6 SCALE: NTS w.oer. VELDCFfEL ^ CROWN CASTLE --# 41120 ' mX 16PXJY2400 R BEDDOR ENTERPRISES FITS �L—R 878498 7700 QUATTRO CHANHASSEN, MN 55317 PIPE EXTENSION NRTALLATION DETAILS II S-6