Loading...
HomeMy WebLinkAboutPLANSJ E N B EACH ,--- r-- ;II'I FI AIv .Hot, (FA 10016793) �- FRONT SCANNED SIRES BY QA SIDES St. Lucie County REAR U`�699—`S - -- -'0—DEVE : MG. C JENSEN BEACH, FL 3495 EC 3rd CARRIER OVERLAY & 4C & 4T4R LOCAL MAP I PROPERTY SUMMARY I PROJECT DESCRIPTION I INDEX OF DRAWINGS I SITE LOCATION VICINITY MAP DESIGN CRITERIA DESIGN WIND SPEED: 164 MPH (ULTIMATE, 3-SECOND GUST) 127 MPH (NOMINAL. 3-SECOND GUST) EXPOSURE: D RISK CATEGORY: II OPEN STRUCTURE RF DESIGN VERIFICATION __ _j DESIGN BASED ON RFDS #1769158 REV 0.1 DATED 06/20/17. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 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. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE SITE TO BE OFF -AIR FOR APPROXIMATELY 3 TO 7 DAYS). 5. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (9) EXISTING ANTENNAS REMOVAL OF (3) EXISTING RRUS (REMOTE RADIO UNITS) INSTALLATION OF (9) NEW ANTENNAS INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS) INSTALLATION OF (2) NEW SURGE SUPPRESSORS SHT. NO. DESCRIPTION T1 TITLE SHEET T2 GENERAL NOTES Cl ROOF PLAN C2 EXISTING ANTENNA PLAN C3 PROPOSED ANTENNA PLAN C4 ELEVATION C5 DETAILS E7 DC ELECTRICAL DETAILS E2 GROUNDING DETAILS AND NOTES WESE PLANS ANn Al 1 ne CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS 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. 1. FLORIDA BUILDING CODE, 5th EDITION (2014). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11. NATIONAL ELECTRICAL CODE, 2011 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM 1 AND 2 APPLICABLE STANDARDS. 5. UFE SAFELY CODE NFPA-101-2012. S. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) 360-10 AND 341-10. EST. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. REV. NO. REV DATE DESCRIPTION A 9/22/17 PRELIMINARY B 10/2/17 REVISED 0 10/16/17 FOR PERMIT APX PRGIELT NO.: 17-0107.89 DRAWN BY: C. BETLO CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOIELY FAR USE III THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF ME DRAWING AND/OR THE INFORMATION CONTNNm IN R IS FORS IDDEN WTIHOUf THE WRITTEN PERMISSION OF THE OWNER a E IN G I N e E R I NG GROUP 3400 W(EIDE DRIVE SUITE 525 wRAMAR, FL 33027 G LERRFlfiATE OF AIRHORIZNT10N 31948 0 L rim -,tee 8601 W SUNRISE BOULEVARD n PW APON. a M322 0 0 0 No. 6831 • �y GATE OF 4NATURE 10/18/17 JENBEACH 10980 s oDFiw DRIVE JFNSEN BEACH. R 34957 SHEET T1 1. FOR THE PURPOSES OF THESE CONSTRUCI, DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPII 7 OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. 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. 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, 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 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 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. B. 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 SATISFACTION OF THE CONSTRUCTION MANAGER. 11. 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 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 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPUCABLE 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 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. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR AE START OF CONSTRUCTION IN ORDER TO VERIP THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILIZES 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 DRIVING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STCKS, 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 TD 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 EOUIPMENT 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 B. 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 TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 2 1. MAIMIAL: 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 Am 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 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 ASFM 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 %" 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 CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 17 FILE 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL STEEL CONSTRUCTION. COP I B. ALL STRUCTURAL TURAL STEEL RAAN BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1(e INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME .CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9.-THE-CONTRACTOR/STEEL 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. REV DATE DESCRIPTION A 9/22/17 PRELIMINARY B 10/2/17 REVISED 0 10/16/17 FOR PERMIT APX PROJECT NO.: 17-0107.89 DRAWN BY: C. BF11A CHECKED BY: M. ABBEY THIS DRAWING IS COFMCHIED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCIED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. a BNGIN ee RING 0ROOP 3400 UXESIDE DRIVE. SUITE 525 RIP.WAR, FL 33027 31948 6 at&t 8601 W SUNRISE BOULEVARD PLANTATION. FL 33322 ,�J,P �:•` G E IV •� No. 6631 N ;* � ST DATE OF SP94TURE: 10/16/17 JENBEACH 10680 S OCEAN DRIVE JENSEN BEACH. FL 34957 GENERAL NOTES GENERAL NOTES I 11 GENERATOR NOTES 1311 T2 l- 00 MAIN EXISTING PARAPET FILE C ROOF DECK (TMP•) � ' P U:y EXISTING ROOF ACCESS EXISTING SPRINT ANTENNA (TYP. OF 2) EXISTING PENTHOUSE I EXISTING AT&T ANTENNA � i 1 G. - ey PROPOSED AT&T FIBER AND DO CABLES (APPIiO)IILIATE LENGTH: 60`*) EXISTING A/C DUCT (TYP.) N=.* CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. ROOF PLAN EXISTING CROSS OVER BRIDGE EXISTING SPRINT EQUIPMENT CABINET MP. OF 2) EXISTING AT&T GPS ANTENNA (IMP. OF 2) EXISTING AT&T COAX BRIDGE EXISTING AT&T C5 EQUIPMENT SHELTER 1 EXISTING ROOF DRAIN 99 STRUCTURE (TYP.) 00 EXISTING SPRINT MAIN COAX TRAY (TYP.) ROOF DECK 00 -ERISTING-ROOF VENT (TYP.) REV DATE DESCRIPTION "a1d A 9/22/17 PRELIMINARY B 10/2/17 REMSED O 10/16/17 FOR PERMIT APX PRIM NO.: 17-0107.89 DRAWN W. C. BELLO 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 ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDER WITHOTHE WRITTEN PERMISSION. OF TIEUT OWNER. EXISTING AT&T RRU (TYP. OF 3) EXISTING AT&T ANTENNA TO BE REMOVED AND REP[ACED (TYP. OF 9) EXISTING AT&T RRU TO BE REMOVED (TYP. OF 3) EXISTING AT&T ANTENNA MOUNT (TYP.) EXISTING SPRINT ANTENNA (TYP. OF 2) NOTE: REFER TO CURRENT RFDS FOR EXISTING EQUIPMENT MODELS. EXISTING ANTENNA PLAN MAIN ROOF DECK ROOF ACCESS PENTHOUSE EXISTING AT&T DC6 ROOF DECK SURGE SUPPRESSOR SfCAZ R a -, 11114 Ll EXISTING AT&T COAX BRIDGE O MAIN ROOF DECK 11177 1- it rREV DATE DESCRIPTION A 9/22/17 PRELIMINARY 8 10/2117 REMSED 0 10,16/17 FOR PERMIT APX PROJECT NO.: 17-0107.89 DRAWN BY: C. BELLO L CH[ECKED BY: X ASSET THIS DRAWING I5 COPYTUGHTED AND 0 THE SOLE PROPERTY OF THE OWNER. TT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS A LNUES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN VATHOUr THE %RTTEN PERMISSION OF THE OWNER. A a AIMEE ENGINEERING GROUP 3400 LAKESIDE DRIVE. SURE 525 MIRAMAR. M. 33027 CERRRCATE OF AMORIMON 31948 aut 6601 w SUNRISE BOULEVARD PLANTATION, F- 33322 L %% A - E No. 68312 0 ST E 14f DATE OF 2 MTURF- 10/15/17 JENBEACH 10M S OCEAN DRIVE JENSEN BEADIH, F. 34957 SHEET NAME EXISTING ANTENNA PLAN C2 3 PROPOSED A cs SURGE SUP EXISTING A (TM T PROPOSED AT&T CS (TYP. OF 9) (SEE PROPOS C5) RRN (TY EXISTING AT&T MOOT 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 TO MATCH BUILDING PROPOSED ANTENNA PLAN ROOF ACCESS AT&T DC6 SUPPRESSOR AT&T !IDGE Irowl IN 3 a3 20MR-M A REV I DALE DESCRIPTION APK PROJECT NO, 17-0107.89 DRAWN BY: C. BELLO CHECKED BY. M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCIION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER EN GIN E2 RI NG GROUP 3A00 W( IDE DRry . SUITE 525 MITI M. FL 33027 CERDFICK E OF AUTHORIZATION 31948 at&t 8601 W SUNRISE BOULEVARD PW ATION. R 333U A. Py O V ENS �..� No. 683 y, •�r�iS 1 •�G,+,�� DATE OF SI TURE 10/16/17 JENBEACH 10680 S OCEAN DRIVE JENSEN BEACH. FL 34957 SHEET NAME PROPOSED ANTENNA PLAN SHEET NUMBER C3 .I REV I DATE DESCRIPTION A . PENTHOUSE ROOFTOP EL 133't 9� TOP OF PARAPET J. �� ROOFTOP I EL 116't iI RAD CENTER OF PROPOSED AT&T ANTENNAS ■ EL 740't TOP OF SHELTER EL1300-* loft Aga:11, 11 u Py- - ERADEA.7 .. .. NmL ANTENNAS AND RADIOS SHALL BE PAINTED TO MATCH BUILDING. WEST ELEVATION I IIINN IIII IIIII I�IIIIN IIII�NIII INIIIIINN IIIIINI NNII 1111,11mil II I IINIIN N TIN II I I I I I I TIN I INIII�I� Ill INN I NNN I I I �I @NN I I I II I III (IIIII I ICI I NII II IIII I IN II IIII NCI TIN IIII INN NIII IIIIIINIIIII I � INN 1 I NII I � 1 NN IJ�INI�NjI III III I II I III•IIIIIIIIIIIIIIIIII I I IIIII III I I N IIIII I II INII II I I I I I IIII I III I IN NIII N I �I III II��NII I I I N� I NNNN�III I I I NI III N•I INN I I IIII ■ I IINIIII IINNI IIIIfINNllllll IIIIIIIIII IIII INIIIINIII II INII NIII III�IJI� II III NIIIIINNIII (IIII I NIII I III I II III IIII�INII An PROJECF N0z 17-0107.89 DRAWN BY: C. BTLLD CHECKED BY-. M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER R IS PRODUCED SOLELY FOR USE BY THE OWNER AND 8S AFFILIATES. REPRODUCTION OR USE OF iHIS DRAWING AND/OR THE INFORNABON CONTAINED IN R IS FORBIDDEN WrrHOUF THE WRDTEN PERMISSION OF THE OWNER A190E IN IS I IN R ERINO 3460 WRSDE OWE. SUITE 525 MIRANAR. R 33027 CERDFICFTE OF AUMOR6ADON 31946 e_o at&t 9601 W SUNRISE BOULNARD PIANTATION. M 33322 A cen J No. 6831 N1 • �• ST i,Fs O R 1 O.�V.,% N/��. DATE OF ${CNAI 10/16/17 JENBEACH 10880 S OCEAN DRIVE JENSIN BEACH. FL 34957 ELEVATION I C4 PROPOSED MOUNTING BRACKET PROPOSED ANTENNA TILT (TYP. OF 2 PER RRU) BRACKET PROVIDED W/ ANTENNA a EXISTING ANTENNA u MOUNT ANGLE (TYP.) PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ a PROPOSED RAYCAP POLE MOUNT ANTENNA (TYP.) ii BRACKET (PROVIDED BY MANUFACTURER) �� u PROPOSED AT&T RAYCAP FIBER AND DC DISTRIBUTION UNIT W/ INTEGRATED ® SURGE PROTECTOR (PART} DC8-48-80-18-8C) (TYP.) PROPOSED AT&T PROPOSED FIBER AND DC CABLE ROUTED FROM EQUIPMENT ANTENNA (n'P•) (2)W ROSENBERGERTHREE PAIR Iv, NWR AND o (1) W ROSENBERGER 18—PAIR —EXISTING FIRER CABLE PARrf �L98B-034-30000 MOUNTING PPE (TYP.) SECTOR) U PROPOSED AT&T RRU (TYP.) PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS EXISTING ANTENNA (1) ROSENBERGER SINGLE PAIR POWER MOUNTING PIPE (TYP.) PART/ WR—VG82ST—BRDA AND (1) ROSENBERGER SINGLE PAIR FIBER (1) CABLE PARTf FB—L88B-035-50DO (TYP. PER RRH) NOTES: " NOTES' 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. PROPOSED ANTENNA ICI BRACKET PROVIDED W/ 1. UNIT SHALL BE MOUNTED AS PER 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS ANTENNA MANUFACTURER'S RECOMMENDATIONS. DEFINED BY AISC. 2. CONTRACTOR. SHALL TIGHTEN ALL BOLTS TO A 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. ALL RRH'S. ANTENNA MOUNTING DETAIL NTS 1 RRU MOUNTING DETAIL NTS 2 SURGE SUPPRESSOR MOUNTING DETAIL NTs 3 FIBER OR DC BUNDLE RUBBER GROMMET yr, 0 p APPROVED EQUAL) (CDNNECr—rr. OR CABLE SUPPORT BLOCK _ (CONNECT—R, OR FIBER AND DC CABLE MOUNTING DETAIL NTs 4 (NOT USED) 5 (NOT USED) 161 l 1 i MSL Counties 3- Hex port Antennas ANTENNA POSTTTON S 1 ANTENNA POSITION # 3 ANTENNA POSMON #4 7 4 20A 30A IZ _ -- 30A 30A 30A SL — 30A 20A LTE It — DIGITAL UNIT KEYNOTE LEGEND: 8cW6mOLN.4 memum-: © 4rm1F `5 1. —48V DC POWER PLANT. . 2. (1) RACK MOUNTED RAYCAP OC SURGE PROTECTOR (DC6-48-60—RM). : UHI53206Cab 1 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—SS). 4. J8 AWG CONDUCTORS. 5. PROVIDE (2) 6—CONDUCTOR 88 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP NOTES: SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION 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) 1 DC RISER DIAGRAM 121 IEV DATE DESCTOPOON 'A 9/22/17 PRELIMINARY B 10/2/17 REVISED 0 10/16/17 FOR PERMIT APR PROJECT NO.: 17-0107.89 DRAWN BY: C. BELLO CHECKED BY: M. ABBEY THIS DRAWING IS COFITOGHTED 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 INFORWTION CONEANED IN IT IS FORBIDDEN WITHOUT THE WRITTENPERMISSION OF THE OWNER. ax ENGINEERING GROUP 3400 WESIUE DRIVE SURE 525 MR . FL 33027 CERORGTE OF AU ORILTTION 31945 6 at&t 3601 W SUNRISE BOULEVARD f NTATION, FL ]3= �� � No. 68312 � N• 0.1717 IV ••• � O NAL••���,, DATE OF 51aNATURE: 10/16/17 JENBEACH 10680 S OCEAN DRIVE JENSEN BEACH. FL M957 DC ELECTRICAL DETAILS E1 EXISTING ANTENNA MOUNTING PIPE (TYP.) DC DISTRIBUTION UNR c".) PROPOSED AT&T ANTENNA (TYP.) I / PROPOSED J2 SOLID COPPER TINNED IN / NMLT (NON—METALLIC LIQUID —TIGHT) (TYP.) / EXISTING SECTOR GROUND BAR (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 CRGB 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-75416. EXISTING GRUUNL BAF #2 SOLD COPPER TINNED IN NMLT (NON—METALLIC LIQUID —TIGHT) (TYP.) %- SS WASHER WX%_ SS BOLT 4§' SS WASHER SS LOCK WASHER SS NUT 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. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. 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. 7 I's DRAWING IS COPMOHIED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY WE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMA71ON CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. a ENGINEERING GROUP 34OD IAKMIDE DRry SUITE 525 MIRAMAR. R 33027 OF at&t 8601 W SUNRISE BOULEVARD P ATON. R M322 so. G E N i No.68312 N� DATE OF D <Y 1 ID P .�� JENBEACH 10680 S OCEAN ORNE JENSEN BEACH. FL 34857 GROUNDING DETAILS AND NOTES GROUNDING DIAGRAM (TYP.) N�sj 11 GROUNDING NOTES 1311 E2 Wk k Mir 4 '97 -