Loading...
HomeMy WebLinkAboutConstruction Drawings61 .( V, NH , JAN 22 .. . .. . .. . .. . .. . . ' SUITE, 600 777 IYAMAJ-0ROAD Bo!cA RATONY.FLORIDA.33431 . ,- PHONE (561) 995-55 . 00 — G'O'ZER N.U1lM-pVl4SBf4WOEALLR ELESS SITE NAME /620 suogalTO ANY PCROCpPOORxNESXCMF TZc IONG RIZ0N'VlRAY ROAD RCOUIRMBYPISLOMspac"STHM , ATC 0WOM.DONMEWTDRIVElrmYBEOECMomwOWN, 5690 ENVIR34981-481 ORIDA FO'-T �PIERCE, FL QITUDE.80-22'55-56."W '�-22'46.5 LONGITUDE .D. . .. ri SOW T I-TU F- 27 AUID 1--Wx LATITUDE. nMI WED &"1 2 SRC A" 'Mmoas AS ts To ft"m W"" Tmism F UP IS THESE 3 l0van5l am octsms A"Als i:Lm = 4 Ifom s cm am" was"Fo to c COMPLIANCE JOH ODE DESC .0 PROJECTJ.a F N 71 M F L me 'm A VAY• rlaMM 3340 vvKm 42 ENGINEER: wA p _loFfmff9mnL jNm W-0.01 v- * wx=w wA vwwv---� -somoll. R. uric cujm SHE K0. sm DECEIASM 2115 it . gal - WEST INSP ON WILL OF mv- ac SHEET MDEX tog COVER SHEET SE SPEED Hum 1AND OF 4 :c 0 Lu 0 a. 00475000 77 YAMA-To ROAD — SUITE 600 7 70NFLORIDA 3�3431 BOCA RA, —5500' PHONE (561) 995 11 -NUMBER9 IE NAME I GOZER ON WIRELESS SITE /,#: 62005. VERIZ MIID\�iAY ROAD ATC 005100 DRIVE 5690 ENVIRONMENT 1 ri nRIDA 34991-4 t 81 f-1 PIERCE, PON? LONGITUDE 80*22 5b LATITUDE 27*22'46.53 #a m " '018M ar IM dwam Mlrafgf- WX aT CUK me tw wvvflKf. on. scm A Am N t3 CODE COMPLIANCE I 7tew- PROJECT DESCRIPTION VjCjjjjTy MA? Ord 3f p r'Jun, ENGINEER: 1�w ,.04m om I= A VAV FW� WW amV- 1169 04=3 wA S9=� :URMOR !W, Lu Lr- azi jz IL co W-, 0 Tun =E %XHYR.H. ice roft I SK I. um mi CNR SIDES. REAR_--Z ZNG.- TECH. ATC mmy WD SHE NO. 6m 5w kmvL% -rail FM g SL U DECEMB8 2015 MMW R!F4—' Int- afPA YIEST COVER SHEET OF —4 00475000 r d 0 lw NaT eE{iDOEao —1.4im - r*voOx A\ coxcuerevAo eXla,w l OXSEEtEero FJXStNO NKAD lTNrw,M�IR�E ASf �axN„Lar,�X EalT I/O Fge,w EWPLefROx eiYTw BROW pM\YAO F J ' p CONSTRUCTION NOTES r ��Eyy�TT EgRETETNEMgEix'AWOQDaMIE.aalM cpRwALl00lU�Ra FAl ,s ■i wrEXweoavgaarx+caeEnNHowermw'.rmraa cu�iurEw.rse.'�w�alE'n,+"� ewl,_ee lrinToavNiroTxeaEc ++¢o sr � orxewYaeevearm eeoep plyralo;vEacoaYEvfLu aAi��lpWrAre�awEiiwimxl�e sci lre o g urEe, AoareomREHornQepao AwaeewtolaxArw rweucraa 8 r�nnN,cEa KaYa uoAuaEvmEeoas+ McwRaLeroas,YusenNE Aw vAriaTfEsuuNe eawreAwrEes LIrALan.MloHvecnaxa recewMn rea,XEvaEvrnialcNOXAX° f 0 EdIREtOMN 1rE N°19. Ra9aAfN�'rE NOBASWYrOaMeEET ffoawlpl �p rOrN 19 oVEAE�Ap�\EwxpNEyER wta°T aErIEET ALLI61lJ °OaGrIpxSAT T1OlfE f 1M2lQL1PA°ma palpiYOTN1XE 9WLN51rMBTFAIOeECOYEEAWUAaN'N� �Y�NetNKTI E! Caxgnvq MOM,DOIIf glwjEpaµXbf oMlMRO0f6EW6 a riarwLwramaeEtrE ErinnEOEscaeWwan wLVREA.EiE!rmxnemavEREttw,a+MacanEl 6AIEfR Na00. TO IaOE LEfRO MM M a y VLL EE ppeypR TO M AHElRUI l Or TN! fM1 E , HOaX trEcv�E'�'vlAra�A�wrrarw XEIIfTRlcaEwswR.wMrEiovaloameEcw+rcxaNc OMEOU1R,lOTETIIREXmEFa IY MR pSraEPAiEEBEEIYEEH i i /EI➢cGEEntl.3. IgY,pea MTAW rT1 ML M+TEXYIDRKW\EIOIJpTiD ,aEff OREAmfxe,Eo of �ceoaoeree HRxMswurAe,una � �tlL� eaurnel raorECTldato iA0�1°�TaEE0l1 �E ioKaSOtOoavRRiET�.t1E�ACTOIILW>•R�_. •.••• y p,XPfXHOµRDIaME dAlpW orIM IA'Ew ounwEwM1 orxEievAo FSISIHofABM1 RiL>FaArcaw CONCaE,EPfo EXp,MGp WEE 6AlE �Ei141eO X aRr e.IpTwOM[E X wrz GEIRwµfAE Ei6TwIMAc NO VFA°LMEEN6F64 E°YPOEX, pr6l1lw K eAlstw pXirEa- 6CPpORWTE ACOESa / fil8rw •••EpiJ. Ealpa R f.14,1 I WII Me-ewo Ri'�R1N AM WOO WMAY ROAD sm No. 520% Fd�RF �E FL i ME DAM DECEMSER 2015 t C FL AND ALL PROP095D WORD um ® © i ARE SUBJECT TO ANY COPAECT:ONG �RON SIMCDRAWINGS REOUIR2D BY FIELD INSPECTORS TV-Nf ---o LW BE NEC28SAW iN ORDM TO �('Gi4P!YWHIHA:! APPL!C EGCr�E'. SFAL r I I � EAiifG % 9�-J4' ONTRAcToP COPl O FWAM mTTm EA91NRCiMET rt 1 1 -- UE sni rrAW4rr L = Q ARn ,ftLAYp Rtlfllf lXgf.\XM M1gOI.INATAIAI.IIP'fl jnf�t !r. oiiwr ui iMrr.'w'�u�fxlLiX+.i rvXxU rlr IxA!)IX9.LNIlq,'AI rA(a_\.W. NLLNL.WI EIlf,pX: aATE,a,mE aEEE ,fl°O eIYED _ waovo4oAwpwfax EnFM6ol NLIIWnE e�zrrgao. cMwer wR� �KIm ISyryYru\QII, �. © !wf pfAy..4X1 Mm µ!ONES w0 1970 xENIVA IrAT xE9r PAW 6EAf74 FFgxOA JJAIr (96,) 81U-OG65 rue °Aomar MR AR Y�YI.RIa6 K11uK YfM fme, SITE PLAN LAYOUT, %RGED PLAN AND NOTES mlXotJ 2 OF 4 Job � 00475000 NOTE µ1ENNN WPP T QTI1CNCf A I�INN. IOTk � (3) fflllGis ppE1pFM+�°� IGlf MMW®� NE0.K® �MFNw.p P`� 1 { oosmG sEv-sxPa1T lON[R j' 0 N IIU \ NK 1� �1°w�re 1 N�RtYNIOf£NVI ORIENTATION D AGRAM XIS NG A T N l l.s NTENNA ORIENTATION DIAGRArs PROPOSED A Nw1N °"^� alExu�itFs r; sai WiENN°S Fwsnx6tC' cnpy Eusn�-IgtTxtf . Elosn��tE� PISTW 1ENNA5 111C9� PLIA3`IS ANO ALL PROPOSED "'{On ARE SUBJCCi TO ANY COFikifGs'ON i REnU1FE8 BY PIF.LD MSProRD i To L1p.Y BE WC�AW TC 1 { A p'U"AIDLE CM CpIJ,ALY1NIi11P.� ..rnxG Me SE, —SUPPORT TONER �15TP16 OF c", Bpg pVANE TO ER ELEVATION •TIXCNYFNTS TO TOFEN R.SED ON SIRYCTIRr'L y�ll E gmmOlHt7i5 040 CASMSS NOT S o". µIL1515 I 7. FOR �Ntt' pUSTNG GRWNO EWIPYENµ ,WST(., OT MS) { 3. CpNrR�CTOR TO REFER TO STFY0IY0L �T xlaus5) (NPNSIm B• VTPIZDN ANTENNA MOUNT DETAIL (TYPICAL NT2 rTRUE y! NOR lal YPNA2FF.Dn KKT ' t VaW66eronGD j IT I efi+A6E�tDR+YP� 1E7 5 CM1RKleAlMl11.B>E � ee1KEIC1WnIDM� 04H1RAIU11lxOMtIN1EHH�yIO'JY! _ DIAGRAM 1 ANTENNA ORIENTAf10N i pppRM e ' 'T/�D PDRT G01S ro AN7ODU /n pPl{t -13 NIG1 BYO 6+Iu2ro AMIF2NA 12 POT �A! MG1 BYO PM1 YYIKtD 4.SBDPES Pa+T GOES TS ANipINA 1+ P �5 p�fA 1� BIND i2 PORDRT .a5 E'erPORT wcsro w++EN+ A.11 PDRT N5 "1 BARD g R1A. BIND 7B81A 12 PORT -A 12G+ RN ���6 I - .. cor"If arks f9SPf5 70M �1460. r W AI NNEW a r1 1710-anaeu EM-HWmY 1110.21MI ,+s Eceawt.Bu -15 .1s +H67Pa✓?N+ ttw.agauu as •f5 IgUB+B IISe) —��� 1ceP exvvr.IM. _____��� ���--BHe egBiPment el _ let lDb/6lKB)—.-------- BV � �o. 5l065 ST tow DEcam 2015 �ISfRUCiION pR11WItiGS �-- .as '� ' I 711 Rego =��tes Ma 7. wEsr P WRY Mom•' ORmA J.HII ANTENNA OPOS4D �bOfUC TNE3S PUNS Ad,D ALL PP PE SUBJECT TO ANY COFAEC S� �i P.EOUIR[D BY FIELD INSP C TO MAY SE teCrMAi4Y � GCiL4im f 1YI It1 P! i!XPLICh E COME - ANTENNA AND COAX CABLE REQUIREMENTS 11D1T; ATE APPRDcuAR. [B1IBIADTa+ To v[NST WA YIA/x R>y]O ANTENNA, CABINET SPECS AND DETAILS' ' rwm� 4 of: 4 IOil1 Job r�.- 041475000 Eng. Number 57124614 November 12 2015 Page 1 of 2 jrMERICAN'MWER° C 0 R P 0 R A T 1 0 N Structural Evaluation ATC Site Number &Name 5100, Midway Road, FL Carrier Site Number & Name 62005, Midway Rd Site Location 5690 Environment Drive Fort Pierce, FL 34981-4811, St Lucie County 27.379592 N /-80.382100 W 300 ft Self Supported Tower Tower Description 123 mp ( 159 mph (3-Second Gust, V„,�) Basic Wind Speed h 3-Second Gust, Vasa) / ANSIMA-222-G / 2012 IBC / 5th Edition (2014) Florida Building Code Code Existing and Reserved Equipment Lines Carrier Elevation' (ft) QW Antenna MountType Verizon Mount ItAD CSS X7-665-4 Sector Frame ()/12 15 8" Coax Way Fm Media 295.0 295.0 3 Leg (1)1/211 Coax Group 278 0 278.0 1 MSW MSW5011-2 Sprint Nextel 6 1411 x 9" TTA Sector Frame (12)15/8" Coax . 265.0 265.0 12 Scala AP15-850/090 3 RFS ATMgA14'I?0-" —0 - - 3 Nokia FRIG w/o Solar Shield -(12)-15/8" Coax T-Mobile 3 Raycap ASU9338TYPOl Sector Frame (3)1.1/4" (1.25) Fiber 179.0 179.0 .3 Nokia FXFB 3 Andrew SBNHH-1D65B 6 CellMax CMA-BDHH/6520/EO-8 9 RFS ACU-A20-N 3 Ericsson RRUS 31 B25 (3)11/41, Hybriflex Sprint Nextel 3 Nokia FZHJ Sector Frame (1) 0•8711 Fiber 170.0 170.0 3 Ericsson RRUS-1180OMHz 3 CommscopeTTTf65AP-1XR 3 RFS APX\/9ERR18-C 3 Kathrein 78210254 6 Kathrein 86010025 (12)15/8" Coax 6 RFS FDGW5504/3C-3 (2) 0.76" 8 AWG 6 AT&T Mobility 6 RFS ATM192012B-0 Sector Frame (1) 0.39" Cable 155.0 155.0 1 Raycap DC6-48-60-18-8F (1) 3/8" Coax 6 Ericsson RRUS 11(Band 12) (55 lb) 6 Kathrein 80010121 3 Kathrein 80010764 K (4) EW52 140.0 140.0 2 Andrew UHX6-59W Leg Leg. (2) EW52 Verizon 120.0 120.0 1 Andrew UHX6-59W Leg (2) EW52, 100.0 100.0 1. Andrew UHX6-59W ,quipment to be Removed Lines Carrier Elevation' (ft) Antenna MountType Mount RAD _ Verizon 4 Antel BSA-185065/12 _ 295.0 295.0 2 Kathrein AP17-19001090D ATC Tower services, Inc. 35CO Regency Parkway, Suite 100 - Cary, NC 27518 — 919-468.0112 office —919-466-5414Fax =www.americantower-com 4 Eng. Number 57124614 November 12 2015 Page 2 of 2 f .rl -f0WMW pMER�CAN Cp.RPORATION Carrier Proposed EgUIPInent Mount Type Iles Ewabn, (ft) MY Antenna - verizon Mount RADC55 AXP1g 80 2 Sector Frame 5.0 4, iSS �p19.6p•2 D elevation is defined as center of antenna 295A 29 2 ttom of mount, RA i �J _— --- m Of Steel structure to bo ca achy Mount elevation is defined as height above botto i rk h•••.- .-re above grade level (AGL)• future loads are. added or if actual loads he e h aka Q° ��� G e compared to the tower's current design f ids listedsi111 t !. - uate to support 'The`eAsting and proposed ,44. tiles. The subject tower and foundation are adeq ious structiirai analysis. 'The tt�w,�a should be re-evaluated as u • or prey found different rCo�a t'n listed in the specified requirements. above stated loads in conformance with sp No, 68883 STATE OF ft��• ALCIN N. TAN ATC TOWER Se "AY, INC. 3500 REGENCY PARK2 gt�5C1 IE 100 CARy, NO FICOA N0.9053 112 Office-919.4WS4'1AFax•www•americantower•C0m JRK/NEK en Parkway. Suite 3.CD - Cary, NC 27511S - 919.468 ATC Tower Service, Inc. 3500 Re6