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Home My WebLink AboutPLANS• _ _ — _—__ _ - _ _— - - REV DATE DESCRIPDON 0 11/17/17 FOR PERMIT FP12 (FA 10070076) j I�-I F F�i�IdT ' APX PRV 1 NO.: 17-0107.37 IL�:3 L E ��yyy��/// PLI IFI SIDES DRAWN BY: 0. ABBEY at&t3 CHECKED BY: M. ABBEY yO1 yy�� y CND( SIDES THIS DRAWING M COPYRIGHTED AND IS 0 dsi dS V g" THE SOLE PROPERTY OF THE OWNER. R 1�? REAR IS PRODUCED SOLELY FOR USE BY THE DEC 19 2011 3301 ORANGE AVENUE ZNc _y °��OR USE OF ""°�A" HIS DRAMNG �NAND/OR THEINFORNATION COMNNED IN FTPIERCE, FL 34947 TECH. IT IS FORBIDDEN °F TME OTM"E"� mEH BX....................... SC BN7NED — St. Lucie County LTE 3C-4C zk apLOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS 1- RN G I N 12 It I NG GROUP fol to 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT SHT. REV. 3400 VKMIDE DRNE, SUN[ 525 DESCRIPTION MIRAww. a non ILU� INTENDED FOR HUMAN OCCUPANCY. NO. NO. Issa) xa-1s002408-311-0001-000-0L_ L._.� 2. THIS FACILffY DOES NOT REQUIRE POTABLE WATER AND T1 TITLE SHEETp CERTIFICATE OF AUIHOflRATION 31948 �,_.�PROPERTY OWNER WILL NOT PRODUCE ANY SEWAGE72 GENERAL NOTES1 FLORIDA POWER AND LIGHT COMPANY 0 700 UNIVERSE BLVD 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING JUNO BEACH, FL 33408DIMENSIONS AND CONDITIONS ON THE JOB SITE AND CT COMPOUND PLAN 0 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF C2 ELEVATION AND ANTENNA PLANS LATITUDE ANY DISCREPANCIES BEFORE PROCEEDING WITH THE � DETAILS 0 M o ❑ WORK OR BE RESPONSIBLE FOR SAME T` T` M 27.446180' N E7 DC ELECTRICAL DETAILS p 4. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE _ LONGITUDE SITE TO BE OFF -AIR FOR APPROXIMATELY 3 70 7 E2 DC ELECTRICAL DETAILS 0 - aa>o, (��, SITE LOCATIO F--DAYS). E3 GROUNDING DETAILS AND NOTES 0 (f `•� I �� 80.359577 W 2001 Nx 641h Mm �� 5. THE SCOPE OF WORK CONSISTS OF PROPOSING A TOR( 16UDERDALE, R 3n09 �Nn ZONING JURISDICTION WIRELESS INSTALLATION: --•' _ ST LUCIE COUNTY REMOVAL OF (9) EXISTING ANTENNAS I�'��! INSTALLATION OF (6) NEW RINSTALLATION OF (9) NEW RUSS (REMOTE RADIO UNITS) CP ' ♦♦ENNAS ♦♦♦F'. 'A.°°'Py�,��i INSTALLATION OF (1) NEW SURGE SUPPRESSOR - ; 0p0 R P 1 ♦�♦.y� E - INSTALLATION OF (1) NEW WCS FILTER • -^ C 6831 ._I FICA. C n cS: -_ - 1117 ` :C VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE UOT0PLY" L ' DESIGN WIND SPEED: 158 MPH (ULTIMATE. 3-SECOND GUST) ALL WORK AND MATERIALS SHALT_ BE PERFORMED AND ,�• �( ID 122 MPH (NOMINAL 3-SECOND GUST) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF 0j ss'•• R %, '��,♦ L EXPOSURE: C THE FOLLOWING CODES AS ADOPTED BY THE LOCAL RISK CATEGORY: II GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE �� NAL ♦♦♦♦ OPEN STRUCTURE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. DATE OF 51 TURE: 11/17/17 1. FLORIDA BUILDING CODE, r5th EDITION (2014). • L� - I" N?` 2. NATIONAL FIRE PROTECTION)ASSOCIATION (NFPA) 70-11• I ,,,,,,,,,,.,, NATIONAL ELECTRICAL CODE. 2011 EDITION. "�` RF DESIGN VERIFICATION 3. ASCE 7-10. FP12 4. TIA-222—G WITH ADDENDUM 1 AND 2 APPLICABLE STANDARDS. - u °0 - SITE LOGTION _ 5. LIFE SAFETY CODE NFPA-101-2012. u 11 II� _A ... 6. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014). 3301 ORANGE AVENUE R�aa41 DESIGN BASED ON RFDS #1405015 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) Fr PIERCE, FL a4S47 360-10 AND 341-10. REV 0.1 DATED 04/10/17. 8. UNDERWRITERS LABORATORIES (U.L) SHEET NAME CONTRACTOR SHALL REQUEST APPROVED ELECTRICAL PRODUCTS. L` m CURRENT RFDS AND CURRENT io. c v couRNtr ORDINAN ESICTIONAL OUIREMENTS. O co TITLE SHEEP " WORKBOOK FROM MASTEC NETWORK RP\nEWEb BY SOLUTIONS CONSTRUCTION MANAGER BATE - - SHEET NUMBER m PRIOR TO CONSTRUCTION •' -- I Fhl IXIIT 1 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 2. 3. 4. 5. 6. 7. B. 9. 10. 11. 12. 13. 14. 15. OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISDNG POWER LINES. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALT_ BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS. CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY MATURE. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPUCABLE REGULATIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS. LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. GENERAL NOTES 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILIITES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILUNG PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS. ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICRL,SP�ECIFirMONS1^FOR SUCIJAGGG� IMATE'COFfTAINED IN THESE DRAWINGS. [�.�� [[ rII ,, 11 // SITE WORK NOTES 11 � ,,,K7, 121 MATERIAL A ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND *HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE 8 (Fy=46ksi). AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND 'HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 3. WELDING - A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E7OXX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED %' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFUCT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN & INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEP. FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 1 GENERATOR NOTES 13 REV DATE DESCRIPTION 0 11/17/17 FOR PERMT APX PROJECT N0: 17-0107.37 DRAWN BY: C. BEAD CHECKED BY: M. ABBEY rREVDATE DESCRIPTION EXISTING 12' WIDE CHAIN—UNK ACCESS GATE APX PROJECT NOj- 17-0107.37 DRAWN Erf. C. RRIO cmECKED BY. M. ABBEY J EXISTING SPRINT UTILITY H—FRAME EXISTING SPRINT MOBILE x GENE EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD I F (TYP. OF 2) x EX15MNG SPRINT COAX CABLE BRIDGE EXISTING SPRINT COAX CABLE ROUTED VERTICALLY ON POSTS EXISTING GENERATOR ON CONCRETE PAD EXISTING GRASSED AREA EXISTING EQUIPMENT SHELTER (BY OTHERS) EXISTING 8' HIGH CHAIN —LINK CHAIN —LINK FENCE W/ 3—STRAND x BARBED WIRE (TYP.) EXISTING GRAVELED EXISTING AT&T AREA EQUIPMENT x SHELTER x ®R EXISTING AT&T GPS ANTENNA (TYP. OF 2) EXISTING AT&T COAX BRIDGE PROPOSED AT&T CABLES (APPROXIMATE LENGTH IgCr:L) EXISTING 300'± GUYED TOWER (COMPOUND PLAN ® 1 11 TOP OF TOWER EL 300't RAD CENTER OF EXISTING SPRINT ANTENNAS EL 170't 3 300'f TOWER RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS EL 150't 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME. 2. CONTRACTOR SHALL USE CONDUIT/INNER-DUCT FOR THE DC AND FIBER TRUNK CABLES WHILE THEY ARE ROUTED WITHIN THE TOWER. 3. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS c l I" IRAI LY ADEOUATE TO -RESIST THE EXISTING AND PROPOSED LOADS. - 91 EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT RELOCATE THE STIFF -ARM BRACE CONNECTION POINT WITHIN V-0'OF THE TOP OF THE MOUNT FACE ELEVATION (TYP. AT 3 LOCATIONS) EXISTING GUYED m �1 I``1// ELE \\ EXISTING AT&T ANTENNA TO BE REWOVED AND REPLACED CM. OF 9) EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) EXISTING AT&T RRU (TYP. OF 2 PER SECTOR) EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) I EXISTING ANTENNA PLAN NTsl 21 7ejk EXISTING AT&T R FIBER DISTRIE EXISTING GUYED PROPOSED AT&T 1 ANTENNA (TYP. OF B) C3 PROPOSE) AT&T FILTER e C3 PROPOSED AT&T 2 RRU (TYP. OF B) 9 RELOCATED STIFF -ARM BRACE (TYP. OF 3) EXISTING AT&T RRU (TYP. OF 2 PER SECTOR) PROPOSED AT&T RAYCAP FIBER e4 DISTRIBUTION UNIT C3 NOTES, AT&T ANTENNA MOUNT (TYP. OF 3) 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM GRADE ALL RRH'S. EL 0 2. REFER TO CURRENT RFDS FOR ANTENNA MODELS. ELEVATION 0 Ir 1 PROPOSED ANTENNA PLAN Nrs 3 ' — -- - - i - REV DATE DESCRIPTION PROPOSED MOUNTING BRACKET ° 11/17/17 FOR PERIUT PROPOSED ANTENNA TILT (1YP. OF 2 PER RRU) BRACKET PRONGED W/ ANTENNA • PROPOSED PIPE MOUNTING • BRACKETS PROVIDED W/ E °a • • ANTENNA (1YP.) • o • •I M% PROJECT NO.: 17-0107.37 ® DRAWN FIY: C. BELLO .B5I}~ CHECKED BY: 11. ABBEY PROPOSED AT&T INS DRAWING IS COPYRIGHTED AND IS ANTENNA ) ( SIDE VIEW °� �° IS THE SOLE SOS °FOR THE By THE OWNER AND OS AFFILIATES. i REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION MKINNED IN PROPOSED ANTENNA MOUNTING PIPE, IT IS FORBIDDEN WITHOUT THE WRITTEN 274- D.D. BY 8'-0• LONG (TtP.) PERMISSION OF THE OWNER. PROPOSED AT&T o RRU (TYP.) i PROPOSED ANTENNA L ��7�E9 Yt�CC II.L_ MOUNTING PIPE (TYPJ e N ° �Lv� _ � I � •• • D�IIII�D 10.3• 10.3• ENGINEERING GROUP 3400 IMESIDE DRIVE. SURE 525 PLAN VIEW FRONT VIEW MIRAunR M33027 PROPOSED ANTENNA (954) 744-1533 BRACKET PROVIDED W/ 1. UNIT SHALL BE MOUNTED AS PER CERDDOATE OF AUTMOMMON 31948 ANTENNA MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER: KMW 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A MODEL' KFTDR00110030 (SINGLE) *SNUG TIGHT' CONDITION AS DEFINED BY AISC. WEIGHT: 12.5 LES ANTENNA MOUNTING DETAIL NMI 1 RRU MOUNTING DETAIL NMI 2 WCS FILTER SPECS LE TUTS 3`�lu CUFFY 20D1 NW 64th STREETEflLLLL1111 EXISTING TOWER FORT IAUDERO . M 33309 LEG (TYP.) PROPOSED RAYCAP POLE MOUNT ,�� A. P I, BRACKET (PROVIDED BY MANUFACTURER) FIBER OR DC �0�,� 6•E N S �� PROPOSED AT&T RAYCAP FIBER AND BUNDLE ' /No. 68312 • • •D, DC DISTRIBUTION UNIT W/ INTEGRATED , N SURGE PROTECTOR *: :* l;(l) (PARfj DC8-48-80-18-8C)PROPOSED FIBER AND DC CABLE ROUTEDFROM EQUIPMENTSTA(2) W ROSENBERGER THREE PAIR POWER(V ROSENBERCER 18-PNRD AND FIBER CABLE PART] FB-LOBB-034-GWDD MP. PER SECTOR) DATE OF SIG TORE: 11/17/17 PROPOSED FIBER AND DC CABLERUBBER GROMMETROUTED TO PROPOSED RRH UNITS(CONNECT-R• OR ROSENBERGER SINGLE PAIR POWER (CONNED EQUAL) CABLE SUPPORT BLOCK FP12 CABLES PART/ WR-VGB2ST-BROA AND (CONNED OR (1) ROSENBERGER SINGLE PAIR FIBER _ _ _ APPROVED.EQUAL) CABLE_PARTj FB-LOBB-035-5000 - - - --- - --- CM. PER WIN) 3301 ORANGE AVENUE NOTES: FT PIERCE FL 34947 1. UNITSHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. SHEET NAME 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT• CONDITION AS DETAILS DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. SHEET NUMBER SURGE SUPPRESSOR MOUNTING DETAIL NTs 4 (NOT USED) 5 FIBER AND DC CABLE MOUNTING DETAIL Nrs g C3 /REV I DATE I DESCRIPTION 1 MSL Counties 3 - Hex port Antennas Sector With WCS filter ANTENNA POSITION # 1 ANTENNA POSITION # 3 ANTENNA POSITION #4 7 4 20A --- 30A ft - -- 30A 30A 30A 1L - 30A 6 �} WCS RRH - - 700 RRH - - PCS RRH - - AWS RRH DIGITAL UNIT " F �- OPY L E C' KEYNOTE 1. -48V DC POWER PLANT. -- 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8C). 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP NOTES: SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUnON UNIT ON TOWER. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. RISER DIAGRAM (TYP. PER SECTOR A) 1 DC RISER DIAGRAM 121 AP% PROJECT NO.: 17-0107.37 DRAWN BY: C. BELUG CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND TIS AFFILIATES. a ENGINEERING GROUP 3400 W(ESIDE DRIVE. SURE 525 MIRAVM. FL 33027 (954) 744-1538 CERTIFICATE OF AUTHORI7ARON 31945 &-- at&t 2001 MN 64[R STREET FORT IAUDERDALE. FL 33309 OO,b A • p •��'�, A, yi �, y` G•E N 00 No. 68312 N� 9-- AL DATE OF GNAIURE 11/17/17 FP12 3301 ORANGE AVENUE FT PIERCE FL 34947 DC ELECTRICAL DETAILS E1 D MSL Counties 3 - Hex port Antennas Sector Without WCS filter' ANTENNA POSITION # 1 ANTENNA POSITION # 3 ANTENNA POSITION # 4 NOTES: 1. CONTRACTOR SHALL USE ERICSSON PROVIDED OC POWER CABLE CONNECTOR. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. RISER DIAGRAM (TYP. PER SECTORS B AND C) REV DATE DES=PnON 0 1 //77/17 FOR PERMIT NO.: E 17-0107.37 : C.BEllOY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFLIAT % REPRODUCDON OR USE OF THIS RAMNE AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 7 4 2 5 3 6 pmmmrxgqm� 20A ENGINEERING GROUP .(L — -- — -- S 00 WESDE ORN SURE 525 MIMA . R 33027 30A (954) 744-1535 rt -- — — — WCS RRH CER AI X OF AUDIORRATION 31848 30A --- --- r1---------- 30A -------- rt — — — — — — -- PCS RRH 30A Mt&t rt------- — AWS RRH 30A 2001 NV.' 84RA SIRES roRI w80ERDPIE. F. 33J09 20A LTE � I0 ------ I n DIGITAL ` %% ((iy F/�`'♦ UNR �� Q'.•• ,, E AN No. 68312 �• A• ;N E F L C O PY ST F �.2!(/ R10 .. (%% DATE OF S UTURE: 11/17/17 K�� E.V(✓IF��GEND- A FP12 1. —48V DC POWER PLANT. —2.—(I)-RACK-MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60=RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8C). 3301 ORANGE AVENUE FT PIERCE FL 34947 4. #8 AWG CONDUCTORS. SHEET NAME 5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP DC ELECTRICAL SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. DETAILS 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. SHEET NUMBER E2 1 DC RISER DIAGRAM 12 ANTENNA PIPE (TYP.) PROPOSED OR RELOCATED AT&T RAYCAP FIBER AND DC D15TRIBURON UNIT PROPOSED AT&T ANTENNA (7YP.) I ,I I EXISTING SECTOR GROUND BAR (TYP.) PROPOSED 02 SOLID COPPER TINNED IN NMLT (NON-METALLIC LIQUID -TIGHT) (TYP.) NOTES, 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO •P• SECTION OF CRGS WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5. CONTRACTOR SHALL MAINTAIN A 12' MINIMUM GROUND WIRE BEND RADII. 6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416. EXISTING GROUPC BAF 82 SCUD COPPER TINNED IN NMLT (NON-METALUC UQUID-TIGHT) (TYP.) 46' SS WASHER do_%'KY: SS BOLT o ��Pee��PP®99999� SS WASHER 36' SS LOCK WASHER )6' SS NUT rF---'LE COO P - TYPICAL GROUND BAR CONNECTION DETAIL NTsI 21 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TIE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. S. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 8. --METAL-RECEPTACLE, SWITCH. AND DEVICE BOXES SHALL BE GALVANIZED; EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. AP% PROJECT NO.: 17-0107.37 DRAWN BY: C. BELLO CHECKED BY: 1L ABBEY �7HIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORNARON CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER a� ENGIN 4RRING G40UP 3400 LAKESIDE DRIVE. SUITE 525 WMWW. R 33027 (954) 744-1530 CERTIFICATE OF AUIHORIMON 31946 aw 2001 NW 64N 5 CU FORT LAUDEROA E FL M309 V A ♦♦`�� : No. 68312 :W NAL P ��•`� DATE OF S TURE: 11/17/17 FP12 UE RC OPIfCEE, GFL 4947 SHEET NAIVE GROUNDING DETAILS AND NOTES SHEET NUMBER GROUNDING DIAGRAM (TYP.) NTsl 11 GROUNDING NOTES 1311 E3 ell, uI mop, u 11, r a m Wom 4 THOTMI -