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Home My WebLink AboutPLANSST. LUCIE COUN r FASTSERS OR ATTACHMEWS BUILDING DIV , ON �ONCULED 1. REVIEW OFIHE FORCOMP IAN ARE THE RESPONSIBITY REVIEWE BY CONTWOR OF RECORD S1. LUCIE COUNTY DATE 0 21? (0) PLAN REVIEW JENBEACH - PLANS AND PERMIt MUST BE KEPT ON JOB 0 NO INSPECTION WILL BE Mj BLDG: DATE: at&t ELEC' THESE PLANS AND ALL PROPO I DATE: RECE'VED (FA 10016793) ECEIVED AU6 2 4 2018 2=4 A U 6 SCANNED ng BY ST. Lude r.00ty� St- Lucie County ARE SUBJECT TO MY COPIRECTI PLUMB: REQUIRED BY REULUD INISFRrE DATE: MAY UE NECESURY 114 ORD TO MECH: FILE"Op"my 10680 S OCEAN DRIVE JENSEN BEACH, FL 34957 CONIKI WITH AU APPLI DES. A DATE: 5th CARRIER OVERLAY LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS 1. THE WIRELESS COMMUNICAnONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. SHT. NO. D ESCRIPTION REV. NO. r 4511-516-XXXX-XXXX PROPERTY OWNER 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. T1 TITLE SHEET 0 T2 GENERAL NOTES 0 ISITE LOCATIONI ISLAND CREST CONDOMINIUM ASSOCIATION 10680 S OCEAN DRIVE JENSEN BEACH, FIL 34957 LATITUDE 27.271500' N .3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: —C�j- ROOF PLAN 0 C2 EXISTING ANTENNA PLAN 0 — C3 PROPOSED ANTENNA PLAN 0 C4 ELEVATION 0 C5 DETAILS 0 C6 DETAILS 0 1A LONGITUDE INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) AN-1 ANTENNA SCHEDULE 0 00.204306* W 70NING JURISDICTION AT ANTENNA AREA INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) IN SHELTER — El DC, ELECTRICAL DETAILS 0 ST. LUCIE COUNTY VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE DESIGN WIND SPEED: 164 MPH (ULTIMATE. 3-SECOND GUST) 127 MPH (NOMINAL 3�-SECOND GUST) EXPOSURE: D RISK CATEGORY: 11 OPEN STRUC71JRE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. r.,rnN!T 9 0 A SITE LOCATION 1. hORIDA BUILDING CODE. 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3 ASCE 7-10. 4' TIA-222-G WITH ADDENDUM 1, 2. 3 & 4 APPUCA13LE STANDARDS. 5. LIFE SAFETY CODE NFPA-101-2015. 6. FLORIDA FIRE PREVENTION CODE. 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. B. UNDERWRITERS LA130RAMRIES (U,L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICT10MAL REQUIREMENTS. 10. CrrY/COUNITY ORDINANCES. F RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2119879 REV 1.0 DATED 03/0 5/18. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION 'k 0 Trr'"-10 PI - -J1. I I 'REV DATE DESCRIPTION A 3/22/18 PRELIMINARY 0 413118 REMSED 0 817118 FOR PERMIT �11- ;APXLEL�-10163.16 PRWWT N1. DRAWN BY. C. Bal.0 CHECKED M. ABBEY -1. FOR THE PURPOSES OF THESE CONSTRUCIM DRAWINGS. THE FOLLOWING DEFINITIONS SHALL OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP. LUC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL "SIT 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. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. LABOR, MATERLAI, TOOLS, EQUIPMENT. TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROMDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LA13OR AND MATERIALS SHALL 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. 6. 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. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DErAJLS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAVANGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 8. 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. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. 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 SATlSFACT10N OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A ONLY BASIS. KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, RFMOMNG 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 NATURE. 12. 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. 13. 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 APPLJCA13LE REGULATIONS. 14. 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. 15. WITHIN TEN (10) WORKING DAYS AFIER 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 OPEPAT10N PRIOR TO THE OWNER'S ACCEFTANCE. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED TO THE START OF CONSTRUCTION IN ORDER TC, :y THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSrALLATION OF NEW UnUnES 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 UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITES. 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 A10 EQUIPMENI 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 GUIDEUNES FOR EROSION AND SEDIMENT CONTROL 8. THE SUB -GRADE SRALL 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 PROMDFD IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 1. MATERIAL A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDMON OF THE AdSC "STEEL CONSTRUCTION MANUAL7. B. ALL STRUCTURAL STEEL WF BEAUS 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. 0. ALL IS MEMBERS SHALL BE ASTM A500 GRADE B (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 E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED 31.' DLAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG IIGKP' 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 AJSC MANUAL OF STEEL CONSTRUCTION. S. ALL STRUCTURAL STEEL SHALL BE FA13RICATED TO FIT AT BOLTED CONNECTIONS WITHIN X, INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CU`r UNDER ANY CIRCUMSTANCES WrFHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FA13RICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRANNGS 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 13E USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DEIAJLS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CLUS, CONNECTIONS, CAMBER. HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOM 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 OTHERSo SECTIONS. LGENERAL NOTES 1 11 GENERATOR NOTES 13J REV DATE DESCRIFnON A 3/�/Ill PREUMNARY 9 4/3/18 REVISED 0 8/7/18 FOR PERMIT I FAPX PROJECT NO-' IBmOIB37_ DRAWN BY. C. BELLO CHECKED BY. M. ABBEY EXISTING RC EXISTING SPRINT ANTENNA EXIS-nNG EXISTING AT&T ANTENNA 11 HIM. CONTRACTOR SRALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. ROOF PLAN 4�� [NET TYP. OF 2) LTER DRAIN VENT (TYP.) `REV DATE DESCFUFnON A 3/22/18 PRELIMINARY B 4/ma REVISED 0 8/7/18 FOR PERMIT REJECT NO.: 18-0163.15 DRAWN BY. C. BOLLO CHECKED BY. M. ABBEY THIS DRAWING IS COPYRIGHTED AND 15 THE SOLE PROPERTY OF THE OWNER. rr IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING ANO(OR THE INFORMATION CONTAINED IN S rr S FORBIDDEN WITHOUT THE WFUTTEN PERIIIISSION OF THE OWNER. ,a z ENGINEERING GROUP 2400 WESIDE )� SURE 525 MRMUt, F- 33027 CEZDRKATE OF A�ORIM=hl 31948 aut 8601 W SUNRISE BOUMARD �NtArON. R- W322 A. P "eAl %% f ........ % +,0-' G E 4F I % No. 15831 E, QI VDATE OF 2 GHATURE. 817118 I JENBEACH 10680 S OCEAN DRIVE JENSEN BEACH, FL 34957 SHEET NAME ROOF PLAN I I 7s T EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT (TYP. OF 3) EXISTING AT&T RRUS-11 (TYP. OF 3) PROPOSED AT&T RRUS-4426 BOB CM. OF 3) EXISTING AT&T ANTENNA MOUNT (TYP.) EXISTING SPRINT ANTENNA (TYP. OF 2) NOTES- 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. 2. REFER TO CURRENT RFDS FOR ANTENNA MODELS. 3. ANTENNAS AND RADIOS SHALL BE PAINTED M MATCH BUILDING. EXISTING AT&T ANTENNA (TYP. OF 9) EXISTING AT&T RRUS-32 B2 (TYP. OF 3) EXISTING ROOF ACCESS EXISTING AT&T COAX BRIDGE EXISTING AT&T RRUS-32 (TYP. OF 3) I PROPOSED ANTENNA PLAN 1 1 1 'REV DATE DESCRIPTION A 3/22/18 PRELIMINARY B 4/3/18 REVISED 0 817118 FOR PERMIT APX PROJECT NO.: 1!-0163.16 �p A BY.. C. BELLO CHECKEI) BY. M. ABBEY 'THisDmwiNG is copypjGKrED AND is THE SOLE PROPERTY OF THE O�ER. IT IS PRODUCED SOLELY FOR USE 13Y MiE OMER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRWNG ANDKOR THE INFORMATION CONTAINED IN S IT S FORBIDDEN WTIHOLIT THE WRaTEN PERMISSION OF THE OWNER PENTH USE&O 0 72E P ,3,39., TOP OLP EM99 i o ROOFTOP.06.� EL 116':E'r GRADE EL 04 r, 1-yl ANTENNAS AND RADIOS SHALL BE PAINTED TO MATCH BUILDING. '&T ANTENNAS LSOUTH ELEVATION 1-m � � 1 11 DATE DESCRIPTION A 3/22/18 PRELIMINARY B 4/3/18 REMSED 0 817118 FOR PERMIT APX PROJECT NO.: 1 18-0153.16 DRAWN SY'. C. BELLO L CHECXED Er M. ABBEY I THIS DRAWTNG 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/GR T14E INFORMATION CONTAINED IN IT IS FORBIDDEN WrrHOUr THE WRMEN L PEFUJISSION OF THE OWNEIL 10 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL S14Z I QUANTITY I LENGTH PER LINE ±140'-O" OC6-48-60-18-8F 3 �008S ERGER (18) PAIR FIBER TRUNK /8 3 (E) (6) ; CONDUCTOR SHIELDED DC CABLEI 3/4" 1 6 1 ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH RAD CENTER ANTENNA NA ANTENNA MODEL ANTENNA (QTY) MECH DOWNTILT ELECT DOWNTILT CABLE MODEL SIZE # -OF ICABLE LENGTH COLOR COOP MODEL QTY.1 QTY. MODEL OTY. MODEL TOWER OUANTrry GROUND OUANT-Ty MODEL OTY. ALPHA (Al) 345' 140'-0' KMW 80010864 1 ROSENBERGER FIBER JUMPER (DCS 0 RRU) 3/8" 1 RED RRUS-32 1 - - - - 2 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- RRUS-12(G) 1 - - - - - 1/2" COAX JUMPER (RRU TO ANTENNA) 1 2" 6 10, - - - - - 1 5/8- COAX 1 5/8" 2 1 (E) 9 a ALPHA (A2) ALPHA (A3) 349 140'-0" KMW 80010864 1 ROSENBERGER FIBER TUMPER (DC6 TO RRU) 3/8" 2 15' 3 RED RRUS-11 1 - - - - ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16" 2 15, RRUS-32 92 1 - - - - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2' 6 10, - ALPHA (A4) 345' 140'-0" KMW 80010864 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 1 15' 4 RED US� 26 B66 RRUS-4426 B66 1 2 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16" 1 �0; RRUS-B14 G RU Sl 4 G 1 - 1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 6 - 1 5/8" COAX 5/8"1 2 11 E R - BETA (Bl) 115' 140'-0" ANDREW SBNHH-lD85B 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8" 1 1 1 15' 1 BLUE RRUS 32 RRUS-32 1 2 ROSENBERGER SINGLE PAIR DC CABLES (OC6 TO RRU) 7/16-1 1 1 15' R US_ 1 G R2 RUS-12(G) 1 - 1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 1 6 1 10' - 1 5/8- COAX 1 5/8- 2 1 (E) BETA (32) BETA (83) 115' 140'-0" ANDREW SBNHH-lDS5B I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 2 15' 3 BLUE RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15' RRUS-32 B2 1 - 1/2- COAX JUM ER (RRU TO ANTENNA) 1/2" 6 10, - — BETA (B4) 115! 140'-0' ANDREW SBNHH-lD85B I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8.1 1 15' 4 BLUE RRUS-4426 B66 1 2 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 1 §0; RRUS-B14(G) 1 - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2" 6 - I � COA 1 5/8" 2 - - GAMMA (Gl) 225' 140'-0" KMW SBNHH-lD859 I ROSENBERGER FIBMLJUP-PEXR (DC6 TO RRU) 3/8" 1 15' 1 GREEN RRUS-32 1 2 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 1 15'_ RRUS-12(G) 1 1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 6 10, - 1 5/8- COAX 1 5/8" 2 E) GAMMA (G2) GAMMA (G3) 225' 140'-0' KMW SBNHH-ID85B I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8'. 2 15' 3 GREEN RRUS-11 1 - ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16" 2 15' RRUS-32 82 1 - 1/2" COAX JUMPER (RRU TO ANTENNA) 1/2" 6 10, - - GAMMA (G4) 225' 140'-0" KMW SBNHH-lD85B 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 1 15' 4 GREEN RRUS-4426 B66 1 - 2 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16" 1 15' RRUS-814(G) 1 - - 1/2- COAX J MPER (RRU TO ANTENNA) 1/2" 6 10, I 1 5/8" COAX 1 5/8- 2 E DELTA (Dl) DELTA (D2) TOTAL EXISTING 9 TOTAL REMOVED 0 TOTAL REPLACED 0 OVERALL TOTAL 9 TOTAL (ACTIVE) COAX 12 (E) E Tok E�,-8o- To--TAL Tot 0 12 0 IEGENn (E) = EXISTING (G) = GROUND/SHE0a POW 1-2 �12O 120 �R 54 540 TIPS Er 3 (E) ANTENNA AND COAX SCHEDULE rREV DATE DESCRJPnON A 3/22/18 PREMJMINARY B 4/3/18 REMSED 0 817118 FOR PERMIT APX PROJECT No.: 18-0163.16 DRAWN BY: C. BELLO CHECKED BY. M. ABBEY THIS DRAWING IS COPYIUGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOUB�y FOR ME BY THE OWNER AND ITS AFFILIAT0. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ANTENNAPOSITIONIHi 9 MSL Counties 3-ANTSite ANTE?MPOSMOM#3 - Fw- i7. i !w + !j - F ! '+ I] NOTES, 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR., 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. L RISER DIAGRAM (TYP. PER SECTOR) ANTENNAPOSMON#4 TT 7 (4) (2 (5 20A 30A 30A i "� -- - - - - - - - - - 30A 30A 30A 20A I, LTE DIGITAL UNIT --F-7WrFE-j I RRH - -12� --Ems�ml KEYNOTE LEGEND, 1 . -49V DO POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DO SURGE PROTECTOR (DCB-48-60-RM). 3. RAYCAP FIBER AND DO DISTRIFILMON UNIT (DC6-48-60-18-SS). A. 08 AWG CONDUCTORS. 5. PROVIDE (2) 6-CONDUCTOR #8 AWG. BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNrrS. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. 1 1 DC RISER DIAGRAM 'REV DATE DESCRIPTION A 3/22/18 PRELIMINARY B 4/3/18 REMSED 0 817118 FOR PERMIT '-F PROZiFT NO.: 18-0163.16 DRAWN BY� C. BELLO I, ON KED BY: M. ABBIZY .0 THIS DRAWING IS COPYPJGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILLATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A a E IN G I IN E E R I N G G R 0 U P �O WESIDE DRIVE. SUITE 525 M'�. FL 33027 CERMCA� OF AUTHORIQAYON 31948 aw 8601 W SUNRISE BOUI-XARD P�AVON. F. 33322 A p IS "f c N ' No. 683 r .83 -Ll :Lu ts T 0 A OF r., o 0 1 0 . % % I DATE OF !IONATURE. . 817118 j JENBEACH 10680 S OCEAN DRIVE JENSEN BEACH. FL 34957 DC ELECTRICAL DETAILS 211 El