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HomeMy WebLinkAboutPLANS9 g9 R B a x 5 4700 EXCHANGE CT, SUITE 100 BOCA RATON, FLORIDA 33431 veri onv 1 PHONE (561) 995-5500 SCANNED BY St. Lucie Count% VERIZON WIRELESS SITE NAME / GOZER NUMBER Fa'ECEEVE-�D) ADAMS RANCH / # 68837 MAR 302017 21715 ORANGE AVE PERMITTING , FORT PIERCE, FL 34945 St. Lucie County-, FL LATITUDE 27026'26.79" N, LONGITUDE 80032'51.31 "W ` m I I 13 D 0.Y9 1 _ ^VIITE / . r�.. �' VICINITY MAP VERMIN OFFlCE HEAD NORTH ON 1-95 TO FT PIERCE TAKE EXLT 1319 WEST ORANGE AVE. TIAVEL 9 MILES AND TURNLEFTONTO RIM RD. SITE WILL BE ON THE - I DRIVING DIRECTIONS I MCDIFTNG THE z REUTILIZE (12) EXISTING COAX CABLES 3. INSTALLATION OF (6) PROPOSED ANTENNAS 4. INSTALLATION OF (6) RAD CENTER DIPLEXERS 5. INSTALLATION OF (6) SHELTER RACK MOUNT DIPLEXERS S. INSTALATON OF (6) R&D CENTER BIAS—T 7. REMOVAL OF (3) TOWER MOUNT. B. INSTALLATION OF (3) HD TOWER MOUNT PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME VERIZON W1RELESS PROJECT MANAGEi: TANIA WEBER PHONE (954) 52D-1585 PROPERTY INFORMATION OMER:. 4H RANCH ND PO BOX 14920 AVE FORT PIERCE, FL 34979 ALL WORK AND MATERIALS 91ALL BE PERFORMED AND INSTALLED N ACCORDANCE WITH THE CURRENT EDITONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOV NING AUT-IORITES NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFMRWNG TO THESE CODES. I. STH mI M (20N) R A BMIOING (VIDE & AMEWCNI MMUIE T 6 z =I NA9WIN. FIECTRIC CODE (NEC) CQSW1C110N SPECR TENS f4EC) "LGCL A64N0MFNT6 7. INOERWN1Bt5 U8BUl0ARS L) 1 AN9/LM/DA APRICABE STAMRDS APWtaVID BECTI9CPL PR(OU S 4 LBE SaFEf CODE WA-101-2012 & LOCAL BUILDING CODE S. Six EGIN RDRDA FWE PxEYTN110N ME 9. CITY/mNw Gi01mm CODE COMPLIANCE HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REWIRED. JURSDICTON: ST. WOE COUNTY PROJECT INFORMATION EQUIPMENT LOCATION: ❑ OUTDOOR ® NDOOR I PROJECT SUMMARY I CIVIL ENGINEER: KIMLEY-HORN AND ASSWATES. INC. 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA W411 ALBERTO RIM (581) B40-0243 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: N/A SURVEYOR: N/A I PROJECT TEAM SHEET OESCRIPTION REV. 1 COVER SHEET D 2 COMPOUND PLAN AND TOWER EIEVATON 0 3 EXISiNG ANTFAINA CONRGURATION D 4 PROPOSED ANTENNA CONMOURATION D 5 CONSTRUCTION DETAILS D SHEET INDEX ISSUED FOR: ANTENNA UPGRADE UATE: JUNE'2016 I MIN, 6E BACKPEo. 11 FRONT SIDES F1'� �I REARCNRES HEAR LC verizonNI 4710 EXCHANGE CT. 9011E 100 SOCA RAI ' R JJ431 (561) 995-5500 PROJECT INFORIACION� ADAMS RANCH SITE No 68837 21715 ORANGE AVE FORT PIERCE, FL 34945 ST. LUCIE COUNTY nCURRENT ISSUE DATE: JUNE 2016 aSSUED FOR: ANTENNA UPGRADE r tRG. jm"b -Associates, Inc. © 2016 AM(EY-XPA1 MD AS9 AI . NC 1920 WEKIVA WAY WEST PALM BEACH. FLORIDA J3411 (561) 845-0665 FBPE MOOM96 BRAWN BY—CHK.: APV.: RO MVM AR :UCENSURE' ARNLLDA AR11LE9 PE T]6A9 MARIA V. NNENI PE 72191 SHEET TI^�- COVER SHEET Job 1 OF 5 041475030 EXISTING WRIZON WRELESS 500 GALLON LP TANK 'NORTH EXISTING WRIZON WIRELESS ICE BRIDGE EXISTNG 300' WYm TOWER EXISTING CHAIN LINK FENCE CQSTNG WRIZON WIRELESS 21'x13' SHELTER 0 EXISTING VERIZON IMREESS METER EXISTNG VERIZON WIRELESS LP GENERATOR ENLARGED SITE PLAN 0 6 16 6� EKI ❑ g ❑ 0 / 100 0 0 EQUIPMENT RACK �0, PO� RACK INDOOR 1S CABINET BATiERY RACK LTE ONMOUNT LADDEER PROPOb CONSTRUCTION NOTES SCCPE OF WCa4: FURNISH ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND MACHINERY NECESSARY TO COMPLETE THE WIIM IN ACCORDANCE WITH THE CONTRACT DOWMINIM MATERIALS OR WORK DESCRIBED IN WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE HELD TO REFER TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW, UNLESS OTHMMSE SPECIFIED. CODES: ALL WCRK PERFORMED AND MATERIALS USED SHALL MEET ALL REOUIREMENTS OF THE LA= ADOPTED EDITION OF THE BUILDING CODE, STATE CODES. AND LOCAL CODES. ORDINANCES, AND RECUUTME; HAMNG .NRISDICTON. THE CONTRACTOR SHALL SECURE AND PAY FOR WE BUILDING PERMIT AND ALL REWIRED OTHER PERMITS AND FEES, LICENSES, AND INSPECTONS NECF95ARY FOR THE PROPER E%EWTON AND COMPLETION OF THE WORK THE EXISTING CONDITIONS SHOWN IS DIAGRAMMATC AND BASED UPON THE BEST INFORMATION AVAILABLE HOWEVER, MAY NOT REFLECT ALL FI CONDITIONS AT THIS TIME THE CONTRACTOR SHALL VAST TIRE STE AND BECOME FAMILIAR WITH THE ENSTNG CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMISSIONS OR CONRICT IN THE WORKING DRAWINGS OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRICK TO PROCEEDNG WITH THE WORK. VERIFY ALL DIMENSIONS IN THE FELD PRIOR TO BEGINNING WDRK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEM'EEN THESE PLANS AND OOSTING FIELD CONDITIONS. STORAGE & INSTALLATION: ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLID IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE Nam. PROTECTIONS PROTECT WITH TEMPORARY BARRICADES, COVERINGS, OR OTHER PROTECTONS TO PREVENT INJURY OR DAMAGE TT PERSONS OR PROPERTY. THE CONTRACTOR SHALL BE RES'ONSIOE FOR REPAIRING ANY DAMAGE CAUSED BY HIS OPERATONS. TOWER ELEVATION N.T.S 11..� EXSTNG & PROPOSED ATTACHMENTS TO TONER BASED ON STRUCTURAL ANALYSS BY OTHERS. 2 FOR CLARITY, E10STNG GROUND EWIPMENT FOR OTHER CARRIERS NOT SHOWN. 3. CONTRACTOR TO WORCNATE MIU44A MOUNTS W/ VFRIZON WFAUSS CPM. 4. CONTRACTOR TO REFER TO STRUCTURAL ANALYSS (BY OTHERS) verizon%l 4T00 DKORANBE CT. SUDS TW BOLA RAIW, R 36431 (561T 9BS-65W ADAMS RANCH SfiE No 68837 21715 ORANGE AVE FORT PIERCE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATEa-- JUNE 2016 ANTENNA UPGRADE No.72397 ` M-1 Inc. © =. pN1£Y-XRM AND 0.6GpA TE$ NC 1920 WEKIVA WAY WEST PALM BEACH, FLGRIDA 33411 (561) 845 0665 FBPE CA0000696 RO I WM I AR ARNODO A MIMI S PE 70645 MAWA V. MARTIN PE M" COMPOUND PLAN AND TOWER ELEVATION 2 OF 5 Job 041475030 70EOA� P5 GPa� MSTING (6) ANTENNA TO BE REMOVED AND REPLACED WITH (6) NEW ANTENNAS E%ISTNG (3) TOWER — MOUNT TO BE REMOVED AND REPLACED WITH NEW TOWER MOUNTS TRUE NORTH EASTING (3) DUMMY ANTENNAS TO REMAIN EXISTING ANTENNA CONFIGURATION N.T.S. BFTg20. CURRENT c6NFIGURATION RF ENGINEERING ANTENNA SPECIFICATION SHEET 146405 NOCEulU RSENCE L _ ALPHA - BETA GAMMA w , - C• � 1 -0 No No No NO NO NO ca m: -._-0 NO NO NO EMSTNGSERVICE _ PCSt9WMHzANTEMU CONFlGURAtIDNS ALPHA BETA GAMMA utama'Omn 2 2 2 fiPna Mdi6l B56195090N222 BSA-1B5090112" BSMB5MO11227 tm O,towm a 120 No mimu'C WT.e --EA 2110 20 no eilrnicalOvmmTR 0 0 0 Apre NO NO NO '0 NO NO NO otlelMiTa�� - -` 0 a 0 0 15N' daTfal OvS 2 2 x SasHvivbeT3PNs�N �405 ., _,-.: LTE 700.10trpMENNACONFIGURATkfNS _... _ _- �: max:^. IDSTMGSERVICE ALPHA BETA GAMMA na Mod I. 1TT Nii2a %Ti65d na OBmMapp 0 0 12a 240 a CaOleiNpe IAGL �as� 19a tBa x80 eCNaO ra[O6wibTk Oe >•— 0 0 0 food AnreRre NO NO NO a NO NO NO NO NO NO 15B' 1N- ism. 2 2 2 'fESae Nun:ber83Ns�wT� l740405 NOAWSSERVICE 2 AIRNA O BETA NEW GAMMA a 0 0 NO NO NO - a 0 NO NO t NO NO 1 SIB' No NO 15M' 0 0 0 Tatil Numher TM@nnas:lON� 0 �Oaa�LELLULAR ODMNx N Tafal Num ral Cvaalal:� a 7htalNunhery AnR OOaaaLT�lNumE-S1Cmaial;i 6 TdfOLNunMeratAnNOna§: aaaals.[ ] BETE 00 ® _TatiTNunitemf0oailaF.! 6 0 ....TOTAL _-... .. - 0 __:TOTALCOAIDAL000M: - --AL CeMTarDi feaetl;�BE NO WCMULAR 050M 'R� iCeaular.Cdada151si>•l a PCSD'kaetl:� NO PGB. �P6CwahlS®:�! 1518' IN— - E -'-jietljaaa0l�ITr NO `TOTALDPLEIIERCOUM: - NO 0 ___. '-1COMBMER 6ETNEEDEDATBIBi------- LB' NIA f_ LTOTALOMLCOUM:- .-- a ---7muTMacouM - - o EXISTING ANTENNA CONFIGURATION FIL copy verizon� 4T10 E MGE CT,, SUITE 100 BoaA RATCN, R ]]0.l (561) 995-5500 ADAMS RANCH SE No 68837 21715 ORANGE AVE FORT PIERCE, FL 34945 ST. LUCIE COUNTY ZCURRENT ISSUE DATE: JUNE 2016 ANTENNA UPGRADE r -Tr T'�hSVY aNrIS'�k`ssociates, Inc. © p s -11MM axp w AIEs wo 7920 WEKIVA WAY WEST PALM BEACH. PLGRIOA 33411 (561) 845-0665 FpPE CA0000698 �J PANIXDO A ARTILES RE 70643 NAWA V. NPRPN PE MV EXISTING ANTENNA CONFIGURATION 3 OF 5 :KHA Job ff: 1 041475030 1 TRUE NORTH PROPOSED ANTENNA CONFIGURATION N.LS RADIO: Ground RUL for 700, Ground for 1900CDMA RET: Cascaded for 700 & Fixed Tilt for 1900CDMA ' PROPOSED CONFIGURATION 146405 RF ENGINEERING ANTENNA SPECIFICATION SHEET L -Nk M-Affeit -C b New Servlee-New Anknnav lont4ka ALPXA BETA GAMMA 0 0 0 aid _a.. NO NO NO a'N -0 NO NO NO MA . Q - -0 - T NO NO NO rid Cable , erBPower Hybrid Cable er6Pawer bdd C.W0 .&F. er Ce4S'k4HslrlficT'a - - ms PC3I900M1BhANIEIUlACONflG11RATIONS Fxisan SerNre-AntawsUnrban etl ALPNA BETA GAM Onlenna:Q0an6 _ _ 0 0 0 ten0A61atle1 _ IOCQAPE6&YR0 N/COAP-66&MO %TCOAPL6&YRO n/ewia OdeMafidn _ - - _.'. 0 120 xm aCeMeiSve qQL x60 260 260 Razo�eMdifganriW Oawb-'Rlt r BI load Antemia O' le M�el�� .` _ _ - 2 2 2 _- - ra YES YES - 6 DBGWV CBC-TCAP OB67CAP TIV%Gadel— .� 0 0 0 0 C°aJal-F - -:... 10. 1516' 1 LH • gbda'01. 2 2 2 CSSae NumNarBPNs�k� k�609 FMCXn SeMce-Antennas Maddietl ALPHA SETA GAMMA ArNemrs Qds>rra� _ 2 2 x AManra146tlx1 _ _ _ )OCQAPE VR0 KTCoAPti wa VCQAPi6&YRO Ante"na OilenfSL°n — - - 0 1" 240 Tenna.LY0leia,re elAGL �lS�! - _-- no no 200 ¢cmdmwmea qen ba40owmTiR Oa -: 4 4 4 W texedAptdma - - YEB YES YES OI IexerMatlei 3 ;)ta^ _ - _ 5 10 P7CAP OBOTOAP OBC-TCAP N�Madel®1�!' Qh:l44�1 - _ 0 No NO NO CaavN_T - - IN- 16G' 15S' 2 2 2 DIROuanll-tit♦ .AK - _ LTESIN NumherSPNs® �M6405 EtisUn Service-Antannaz Motli6etl ALPHA BETA GAMMA - 0 0 0 -- -".0 0 NO NO NO NO NO NO NO NO NO - 1516' a Iw- a 1iB' G TECH TYPE 1191)V70 ANTENNA: I R laze 6 Min. with RET Antennas. Kle (1)eaisfin LTEante,mas u'dumm ammn.. Add 4aRz with Oi tuers. COAX: rea L'uus OIPLFI(ER 120i urs, Cammsca A6GSmaH Bias -Ts COMMENTS: ,dstman electrlmi tlawnglvGSmadllE EQUIPMENTSUMMARY-- bof iTohl NumherofA>,�nnas•. 0 0 �PqB 19WM Fad;. eLtgmda4 iidfal Numberof('amaal:� iTotd KumberaFCamtlal:® 0 6 6 iTogl NumbaeafAntmrtaselt� B ®LIE - 1Hz)— TOTAL'ANIENNACOUM:-=-.']:_6 LFASEONL _ l: 0 "C"- - _. TOTAL _.-- ----., -.. F- - TOTALCOAIDAL COUNT: _--.'".:12 . - _ p O�Pesa IaxN'- MO YEGPg6 1900MFW + GCS C aafal5®:T� Strd;lmtt A '.b bdd Cable FlberVawer 1 N8' I�LTE➢i lexed:4 ya5 LTE -, Ha PM�—LTECavdal 1NB' ' ' _-- TOTALOIPLEXERCOUM: -- NO - Isla- - ''12 --- _ -'- - __COMBINER 6ETNFPBEOATBTS:"-- - - VEC.750(BTG Rack Umnl MUW nd PROPOSED ANTENNA CONFIGURATION verizon)l 4T00 EKCHANGE R, MITE 100 BOLA BATON, R ]]131 (561) 995-"m ADAMS RANCH SITE No 68837 21715 ORANGE AVE FORT PIERCE, FL 34945 ST. LUCIE COUNTY ZCURRENT ISSUE DATE: JUNE 2016 ANTENNA UPGRADE ,ft �.!C? ' _ : tu m Inc. © 2016 MT -HORN MO AS .W .. M, 1920 WEKIVA WAY WEST PALM BEACH. FLORIDA JJ411 (561) 845-0665 FHPE CA00n0596 RO I WM I AR NWIXDO A. MMLES PE TD543 W A V. M.TN PE =97 PROPOSED ANTENNA CONFIGURATION 4 OF 5 KRA Job PROPOSED ANTENNA LAYOUT 041475030 GROUNDING PROTECTION SYSTEM NOTES: I 1. PROMDE 'CABLE ENIWWCE GROLIND BAR' (CEO). 3'H X 6T. X 1/4TA MOM AT TELCO CACHET. COORD. WSTAUATON WITH CPM § 2. PROMDE A GND RNG SUED A MINIMUM OF 13' BELOW GRADE THE GROUND i MG 3NLL BE KTWT A MINIMUM OF S-D'AWAY FROM THE FOUNDATION UNLESS MOWN ON GRAMM 1 BOND FENCE POST TO GND RNG USING AN IXODERMIC WELD. BOND FENCE GALE TO PORT M H A FLEMBLE COPPER JUMPER STRAP MECHAMALLY OR MC HERAVG Y. TYPCAL FDR ALL FENCE PLANES WRIN 12 FEET OF TONER FOUNMTOH FOR FENCE B PLANES BEYOND IV. EXEND 112 TO EACH FENCE RAKE TO ANY PVNES WTHIN 5O. 3 4. BOND DISCONNECT SAMROL MeM TELEPHONE CABINET AND SDMCE CONDOMS TO BUR® GND RNG AS THEY CROSS. z 5. EACH LEG OF THE WAVEGUIEE STRUCTURE SHALL BE WDMOUALLY BONDED TO THE SURED CND RING. IXOMERMPAILY WELD CONNECITOS AT POST FOR WAVEGUDE STRUCTURE TURD BORED GND RNG PACE 5/B'XIY COPPERCLAD GND ROD AT 10' y INTERVALS ALONG WAVEGUIDE PATH. 6 6. BOND BEAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND MIAPNENY PAD M g BURED GND RNG. MOMFRIAMY WELD A #2 TINNED SOLID COPPER CONDUCTOR 9 TO THE REHAR AND CONNECT TO THE BURIED GO RING. 7. PROWDE IISPECRON SLEEVE AT MAN SEWCE GROUNDS EXOTHERMIC CONNECTIONS. 11 PROODE BONDING CONWCTOR(S) FROM THE BURID GND RNG TO THE ANTENNA c CADIE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EAT. WRIFY EXALT LOCATON OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. FINAL EXOTHERMIC W TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. E 9. MOTHERNICALLY WELD BONDING CONDUCTOR TO COMMUNICATON SMUCIURE LLD AT V-0' ABOVE PAD AND BOLD TO BURED GND RNG PROVDE A 3/4' PVC 99 SLEEVE MATH A GRADLUC BEND M THE CONCRETE FOUND4110N. i 10. 5/B'XTO'-0' LONG COPPER CLAD (NO ROD. 15' SPACING BPWEIIN RODS (NON- UNFAR). TYPICAL FOR ALL GRID RODS SHOWN. USE SGINLESS STEEL HARDWARE MORE APPLICABLE 11. ELECTRICAL CONTRACTOR SHALL TARE MEGGER READINGS OF CND. THE RESULTS sHAL1 NOT BE GREATER THAN 5 OHMS. 12. ALL CONNECTIONS TO CND SYSTEM SHALL BE MADE IN LAZE WRH BENDS NOMINAL 12' ODDS IN THE B ECTON OF CURRENT ROW. T-CONNECTONS WILL NOT BE ALLONED. 13. ALL BENDS IN GND WIRES SHW1 BE NOMINAL tY RADIUS. 14. ANTENNA CABLES SN11 BE WOO AT EACH END. RUNS GREATER THAN ISO' SNAIL BE BONDED TOWARDS MIDDLE OF ILEUM COORDINATE LOCATON MTH ME CAARER'S PROJECT MANAGER IS WHEN APPLICABLE. CONTRACTOR SHALL BOND FRAMES TO D OMER AND To GND RNG VN TWO PARE. DDOROINATE WITH WRELESS GABBIER PRDIECT MANAGER, 16. CONTRACTOR CAN PROVDE ONE OF THE FOLLOMM AS DIRECTED BY THE PROJECT MMVGER: THE SECOND OPEN IS PREFERRED. A CADWRD EACH CABINET GND PARE TD GND RNG AS SJOMN IN EQUIPMENT GND DECAL B. MWEU1 EACH WIRE TO A 1/4'X4'X24' MIN. COPPER BUS BAR LOCATED WHO RADIO CABWLT. EXTEND A #2 WE FROM EACH END OF COPPER BUS BAR TD GND RING 17. PONIED MOM BONDING JUAPpLi ERWFET EACH CUE AND POST (OPTIONAL). 19. CONTRACTOR SMALL. PRONDE EXOTHERMIC BONGING AT All BURIED GROUND RING CONNECI M6, STRUCTURAL MUPMENT FRAME SERVICE RACK(S), EASING TINIER GROUND RINGS, AND AS INSTRUCTED BY METROPCS CAD. 0. CONTRACTOR SHALL MONDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND BARS, ALL OECIRNAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J-BOXES, PANEl- BOAMS, CABINETS, AM MAIN GROUND BAR AS DIRECTED BY MEHRDEVS CPU. ALL MELHVNIM. CONNECTIONS SMALL BE PROPERLY TERMINATED W/ LUGS, HUGE & BOLTS. 21. CONTRACTOR SMALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN DISSMIAR METALS NOTE: NOTE ALL SECTOR GROUND BARS CONTRACTOR TO APPLY COMERSUSLD SMALL BE 1/4'X2'X12' COPPER OR NO-OX TO All CONNECTONS Am c5e/* PLATES (NOT USED FO SECTOR GROUND BARB) � � 3/8 • 3/4 SS BDLT 3/B GALV. A // sCRE145 1/4X4X24 BUS BAR ILLS R a °ae MOM GOOMD BAR 1O COORD. FOR SE OR SIZE REGUMOUNiS 0D O0B® FOR SECTOR AND MAN GROUND °°B9 °°®R / BARB MIT METMPGS GPM /�"N'O 000oa0a �e % 1-1 /4'U-FlT11NG 3/8 3/ LOW 5S WASFER � N 3/Be3/4 B0.� 12 AM TINNED WIRE LEAD VAIN EXOTHERMIC SS ANGLE ADAPTER LEAD SHOWN FOR CLARITY TYPICAL GROUND BAR DETAIL N.TS UNISTRUT PPE CLAM UNISTRUT PICO SS HARDWARE AS DIPLEXER MOUNTING DETAIL TUTS (FURNISHED BY VERIZON WIRELESS) ANTENNA MOUNT DETAIL (TYPICAL) N.T.S. ANIETJNp MOUNT PIPE cT,Pa BOND To FAST. TOWD2 GROJI TO MOIJOPME, OR TONER LEG TO MASTER BAR TO MASTER BAR GROUND CABLE (TYP.) NOTE ALL BONDING TO ANRNNA SECTR GROUND BAR IS MECHANICAL FURMST LUGS AND HARDWARE NOTE: SECTOR GROUND BARB ARE TO BE MOHNTED DIRMMY TO TOWER WITH NO INSULATORS. ANTENNA GROUNDING DETAIL N.T.S. t _ A verizon� 47W EXCHANGE CT. SUITE 100 BOCA RATON. R 33431 (561) 995-SwI ADAMS RANCH SITE No 66837 21715 ORANGE AVE FORT PIERCE, FL 34945 ST. UICIE COUNTY "CURRENT ISSUE DATE: JUNE 2016 ANTENNA UPGRADE fro. 72397 = F,y�ry11qqt���y�q"pp�e Inc. © 2016 K Y-MgT MO AW=ATS NL'. 1920 WERIVA WAY WEST PALM BEACH. FLORIDA 33417 (561) W-0665 RO I MVM I AR ARNOLDO A AVILES PE 7C649 DARIA V. D.TN PE 7:397 CONSTRUCTION DETAILS 5 OF 5 =KHA Job #: 041475030 SCOPE OF WORK FURNISH ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND MACHINERY NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WTH THE CONTRACT DOCUMENTS MATERIALS OR WORK DESCRIBED W WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE HELD TO REFER TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW. UNLESS on-uWSE SPECIFIED. CODES: ALL WORK PERFORMED AND MATERIALS USED SHALL MELT ALL REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE BUILDING CODE, STATE CODES, AND LOCAL CODES. ORDINANCES, AND REGULATIONS HAVING MRISDICRDN. THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND ALL OTHER REQUIRED PERMITS AND FEE£ UCENSES, AND INSPECTIONS NECESSARY FOR THE PROPER E)MCUTION AND COMPLETION OF THE WORK. THE CONTRACTOR SHALL YiSIT THE SIZE AND BECOME FAMIUM WITH THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMISSIONS OR CONFLICT W ME WORKING DRAWINGS, OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONOITONS, WHICH MAY INTERFERE WITH THE PROPER EXECUTM AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK STORAGE & INSTALLATION: ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY OPERATIONS, CONTRACTOR IS RESPONSISIE FOR SUPPORTING THE TOWER DURING DEMOLITION, CONSTRUCTON, OR REPAIR. CONTRACTOR SHALL NOT LEAVE THE TOWER WITHOUT A MEMBER OVERNIGHT. CONTRACTOR SHALL REMDVE AND REPLACE ONE MEMBER AT A TIME 1. DESIGN: MA-222-13 STANDARD LOAD CRITERIA: WIND LOAD NOMINAL WIND SPEED a 118 MPH (3-SECOND GUST) STRUCTURE CLASS R EXPOSURE CATEGORY C TOPOGRAPHIC CATEGORY 1 2. STRUCTURAL STEEL• MATERIAL' STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS U.N.D.: ANGLES SHALL CONFORM WITH AM ADS (Fp38k.LFU-56ks1) PLATES SHALL CONFORM WITH AM A35 (FY-36kai,Fu�5Bkai) U-BOLTS SHALL CONFORM WITH AM "S (FY-36K I.FU-5BlKs0 HALF -PIPES SHALL CONFORM WITH AM A53 (Fp35ksMFu=60k 1) DIAGONAL PIPES SHALL CONFORM WITH AM AM A53 M B-42 (17p42Ks4Fu=58ks1) ROUND HSS SECTIONS SHALL CONFORM WITH AM AMO GR. B (F>-42K3I:FU-58ks1) CONNECTONS DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. WELDING: SHALL BE DONE BY AN An COMM WELDER AND IN COMPLUNCE WITH AM D1.1. ALL WELDS SIZES SHALL BE ME MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E7DXX 0- CIRODE LLN.6 BOLTS: A325-X IN STANDARD HOLES, W11H WASHERS. SIZED AS SHOWN ON DRAWINGS. FULLY TENSIONED UNLESS OTHERWISE NOTED 3. EXSTING INFORMATION SHOWN IS BASED ON: • SIGNED AND SEALED RETROFIT ANALYSIS REPORT PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC. DATED SEPTEMBER 1, 2016. • SIGNED AND SEALED STRUCTURAL ANALYSIS REPORT PREPARED BY KIMLEY-HORN AND ASSOCIATES. INC. DATED AUGUST 1. 2016. 4. HOT DIP GALVANIZE ALL FASTENERS AND CONNECTION HARDWARE ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL FAMICATONS TO BE SHOP PRWED AND PAINTED. 5. CONTRACTOR SHALL FIB-) VERIFY ALL PERTNETP EMSTNG DIMENSONS, ELEVAPONS AND STE CONDITIONS PRIOR TO COMMENCEAENT OF ME WORK CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS A UEU OF FIELD VERIFICATON. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE OWNER'S ENGINEER. S. CONTRACTOR / STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR RENEW PRIOR TO MY STEED FABRICATION. AT ME CONTRACTOR'S OPTION, RELD SPUCES MAY BE USED FOR ERECTION PURPOSES IF REM SPLICES ARE USED, ME SHOP DRAWINGS SHALL INCLUDE ALL DUALS FOR THE PROPOSED FED SPLICES. 7. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS INCLUDE DETABS OF CUTS, CONNECTIONS, DANGER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A21 AND A24 BYNBOLS, AND SHOW SZE, LENGTH, AND TYPE OF WELD. B. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY AREAS THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE TOWER MODIFICATIONS. PAINING NOTES 1. PAINT COLORS SHALL MATCH MMS COLORS AND TEXTURES (PAINT NEW AND REPLACEMENT MEMBERS AND CONNECTIONS) NOTES 1. EXISTING AND PROPOSED APPURTENANCES NUT SHOWN FOR CLARITY. 2 CLIMBING PEGS TO BE REMDVED AND REINSTALLED. 3. VERIFY THAT EXISTING GUSSET PLATE CONNECTION FOR EACH PROPOSED DIAGONAL AND HORIZONTAL MEMBER CAN PROMOE SUFFICIENT EDGE DISTANCE TO DEVELOP EACH GMT IN SHEAR. 4. CONTRACTOR TO FIELD VERIFY SIZE AND QUANTIFY OF EXISTING BOLTS AND REPLACE EACH PROPOSED DIAGONAL BOLTED CONNECTION TO MATCH EXISTING, UNLESS OMERWISE NOTED. DUSTING ANTENNAS MOUNTING HARDWARE, &COAX CABLES WITHIN CON5RRUCPON ZONE TO BE REMOVED & REINSTALLED AFTER WORK IS COMPLETE BEE E)(ISTNG TOWER APPURTENANCES TABLE ON SHEET 2 TOWER ELEVATION N.T.S. EL 300' TOP OF TOWER EI_ 280, AEI_ 260, Et 240' EL 220' 200' PROPOSED TOWER LEG HALF -PIPE RBNFMCEMENT FROM EL 180'-0• TO 200'-0•. SEE SHEET 3 LED. FOR DETAILS. A 14V DEL 12D' EL IOV -� F verizonkl 4 BOGBOG RAm iL J74311 W ADAM'S RANCH 300' GUYED TOWER 21715 ORANGE AVE FORE PIERCE, FL 34945 Sr. LUCIE COUNIY xURRENT ISSUE DATE: SEPTEMBER 2016 TOWER MOD DRAWING m TRK :• IT50 s'1�E OF © IDI6 RWIEFXQtN ANO AS59OARj IXC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (567) 640-0665 CMM ISP ML ARNO(DO A M1YE5 FL PE 70645 MARISA-AMU LOPEZ R PE 73995 IENERAL NOTES TOWER ELEVATION 1 0 =KHA Job #: 1 044048141 1 ne ns e. •mw umM u w,u,rmn sa mL,a wa. verizon� M E%gNRCE BOG RAION. R ]7431 ADAM'S RANCH 300' GUYED TOWER 21715 ORANGE AVE. FORE PIERCE, FL 34945 ST. WCIE COUNTY CURRENT ISSUE DATE: SEPTEMBER 2016 TOWER MOD DRAWING © sme xai[v-xaxx avo nssaaAlC$ me 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (567) 840-0665 A OIDO A AP76E9 R PE )OBIS MAWSA-" LO U R PE ] 995 EXISTING AND PROPOSED LOADING 2 0 :KHA Job 4: 1 044048141 1 EXISTING TOWER LED l verizon� 0 VARIES PROPOSED 3 X-51R HALF—PWE (jHK=0.]51n) 47DO DCIWICE Cf, SUITE 100 BOG RANN. R J]IJ1 ROJECT INFORMATION PROPOSED HAt PIPE PL 5/8' THK X 4" WIDE ADAM S RANCH (LENGTH VARIES) 300' GUYED TOWER O O 21715 ORANGE AVE. FORr FL M945 PIERCE ' il — t Sf. LUE COUNff URRENT ISSUE AT SEPTEMBER 2016 BOLT 1Y O.O. MAX. ` O O SSUED FOR: TOWER MOD DRAWING EXISTING !] STOWFR 2 PIPE lEG EV.:�ATE:�ESCR PLION. TOP AND BOTTOM OF 1�4. a 0. PROPOSED HALF -PIPE) NO E SEAL 1. U-BOLTS NOT SHOWN FOR CLARITY TYPICAL TOWER PROPOSED TOWER LEG P:'"�� F"''•..Fr. LEG REINFORCEMENT REINFORCEMENT a` ELEVATION VIEW EL. 1801 TO 200' 995 SGHLE� N.TS. SCALE, N.T.S. �,• I� P{2EP RED BY: �a 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 ' (561) 840-0665 ' ROPE OILODOOW! ' RAWN BY:=CHK.:= —APV.: Cm SP ML CENSURE ARNOWD A ARTRES FL PE N815 MARISA-AIW LOPEZ FL PE ] 95 HEET TITL TOWER LEG REINFORCEMENT DETAILS HEET NUMBER=====REVISION-. F3 LO Job $: M b �w.m EPUmm miG.~°�mnn meinry mm a. wad k ��� 04404814'1