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Home My WebLink AboutPLANSdf '�UANNED St Lucey ie County at&t HUTCHINSON ISLAND (FA 10016791) RecellIED 'AN o st, 8600 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 TENANT IMPROVEMENT AM 3C/4C/5C OVERLAY CUV MRSFLO1 5917 LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS �25 Normandy Be -.,. "- - N ........... Island s Dune 8 0 ry Cl "'K b \ CoUpti ub-9, �:"'17�1'kz 0� SITE ... .. .. 91 Island Dunes OceaAsi' It -4, 7_, 3534 -502-OOXX-XXX-X PROPERTY OWNER REGENCY ISLAND DUNES CONDO ASSOCIATION 8600 S OCEAN DRIVE JENSEN BEACH, FL 34957 LATITUDE 27.30619,V N LONGITUDE 80.220111 W ZONING JURISDICTION SAINT LUCIE COUNTY 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 RESPONS113LE FOR SAME. 4. THE SC::�311111::" WORK CONSISTS OF PR ING A WIRELESS STALLATION: REM �OF(SYEXISTING-ANTENNAS, RREM INEXISTImm, GE-SUPTIE%WRS IN ON OF'f9)v R. F 9 IN ON OF NEW RRUS IN ON 0 0 SUPPRESSOR T SKF. NO. 0. FH DESCRIPTION REV. NO. T1 T1 TITLE SHEET 0 T2 T2 GENERAL NOTES 0 Cl ROOF PLAN 0 C2 EXISTING ANTENNA PLANS 0 C3 PROPOSED ANTENNA PLANS C4 ELEVATION _0 C5 DEIAILS CS DETAILS 0 C7 DETAILS 0 El DC ELECTRICAL DETAILS 0 AN -1 ANTENNA SCHEDULE 0 VICINITY MAP DESIGN CRITERIA CE XI: -p! DESIGN WIND SPEED: 163 MPH (ULTIMATE. 3-SECOND GUST) 126 MPH (NOMINAL. 3 -SECOND GUST) EXPOSURE: D RISK CATEGORY: 11 OPEN STRUCTURE 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. 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCLAT10N (NFPA) 70-14, NATIONAL ELECTRICAL CODE. 2014 EDITION. 3 ASCE 7-10. TIA-222-G WITH ADDENDUM 1. 2, 3 4 APPLICABLE STANDARDS. S. 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. 8- UNDERWRI TERS LA130RAMRIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY OUNTY ORDINANCES. /C RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2539647 REV 1.0 DATED 10/10/18. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK MOM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION [REV I DATE I DESCUPnON A ED 6& Is F-PRO'Dor No 1 !-'M— DRAWN M 1. GARCIA CHECKED BY. M. ABBEY rVIDS DRAWING IS CWMGHTED AND IS THE SOLE PROPERIY OF THE OWNER. ff IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFLATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT a =F0IG=D THE WRITrIN N OWNER. a ENGINEERING GROUP MOO IMMDE OM SJ� 525 Mi�. F. M027 (9�) 744-1M CUMMME OF �OMMON 31948 at&t- 8601 W SURISE BOULIUMO �AMON. Ft. =22 r..- % No. 68312 %tp! F DATE CLSIGNATURE' 12/18/18 0 'HUTCHINSON ISLAND 8600 S OCEW DRIVE JENSEN INACH. R. 34957 SNEEr NAIiE TITLE SHEET SHM NUMBER T1 F - 70-BE-RBKMM E)(ISnNG PARAPET WALL Oyp- EXISnNG AT&T COAX CABLE ATTACHED TO PARAPET WALL MAIN 2- ROOF DECK am—W.-a-"im -- -[REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. t�fSTING ANTENNA PLAN 'REV I DATE DESCFUPnON Vm/15/18 PRELIMINARY I /I REVISED 2/18118 PERMIT APX'PRD= NO.: 18-01616a 'A51'a' 0 APXPRDJAM DRAWN BV. 1. MARCIA CHECKED BY. M. ABBEY MAIN THIS DRAWING IS COFTRIGHTED AND 5 ROOF DECK THE SOLE PROPERIY OF THE OWNEEL IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING ANQ/OR THE INFORMATION CONTANED IN IT 5 FORBIDDEN WITHOUT THE WRITIM EXISTING PARAPET WALL PERMISSION OF THE OWNEFL (TYp-) A a ENGINEERING GROUP �MDE DMM S� 5n W&T- Mj� . M 33027 FIR:BE-REMOM13 (9�)Ri4�IMB CMROTE OF AMORU�JION 31948 gm BURG '�'�(Jm. Jos 0-0811 110 11111811' 1:1 1U- at&t BE'idil SWI W SUNRISE MUMMI) �AMN. M A- F iV % EXISTING AT&T COAX CABLE ATTACHED TO PARAPET WALL No. 68312 (TYP-) k 40 19 .-c DATE OF RMATURME 2/18/18 UTCHINSON ISLAND MAIN ROOF DECK 8600 S OCEAN ORNE JENSEN BEACH. FL 34057 SHEET NAME EXISTING ANTENNA PLANS C OM AT&T ANTENNA NOTES) LJ qE,,3):(SEE-_R0TE) EXISTING PARAPET WALL (TYP. ) EXISTING AT&T COAX CABLE ATTACHED TO PARAPET WALL (TYP.) MAIN ROOF DECK IERCI_POSE"Mkrtl� eROPOSEDWNTZZRRLI�� B2/368 /-2-N w -SRO= Up NOTE! REFER M CURRENT RFDS FOR EQUIPMENT MODELS. IT ----- PROPOSED ANTENNA PLAN (SECTOR A) 3 r4 EPj I iN PITIORS GE ASIURPIRElliOR 2 'All ZSW B2/18166 ENSUING PARAPET WALL MAIN ROOF DECK 7 '9 X (410 MAIN ROOF DECK EXISTING PARAPET WALI. (TYP-) /_2"'Ii PROPOSED AT&T - /_4 N 0MAXEWA_T&_W,'C;L6 - SURGE WPIRESSCIR IT - PQSEII� --% N 9M=4 11-01— 957131 DUSTING AT&T COAX CABLE - ATTACHED TO PARAPET WALL (TYP.) ,�) nLJ AJ DUSTING AT&T COAX CA13LE ATTACHED TO PARAPET WALL (TYP.) MAIN ROOF DECK In e-,-o PROPOSED-ATNT'-ANTOM XTMYME-_&�(SEIE:�NOTE) ri , /,000 NOTE, REFER TO CURRENT RFDS FOR EQUIPMENT REFER TO CURRENT FIFES FOR EQUIPMENT MODELS. MODELS. AD/ rPROPOSED ANTENNA PLAN (SECTOR C) . . . 2 PROPOSED ANTENNA PLAN (SECTOR B) 13 FREVI IXTE I DESCRIPTION I 18-4163768 1. (:�L� amcm or. M. ABB T INIKOR THE INFORMATION OONDAINED IN IT IS FORBIDDEN WnHOUr THE WRITTEN PERMISSION OF THE OWNER A, a A� ENGINEERING GROUP �O IAICESDE DM SUMIE 5ZI MARAM0kR. R 33027 (9�) 7"-IWB CERTM�TE OF AUTNQFMMN 319. Fop!; ?R a t &t MI IN SUNRISE WUt.EVMD PIJINTATON. � 333= A - ..... N ***, E IV **� 10 No. 683A2 i DMTE OF �4/� R/ 'I ID � ISLAND 8600 S OCEAN DRIVE 4ENSEN BE4rH. FL 3057 SHEET "NUE PROPOSED ANTENNA PLANS SHEET NUMBER C3 LOCAL MAP at&t SCANNED BY St. Lucie County PROPERTY SUMMARY FOLIO 1A Normand B\ b y eac 3534-502—OOXX—XXX—X PROPERTY OWNER REGENCY ISLAND DUNES Island Dunes CONDO ASSOCIATION Country Club T 8600 S OCEAN DRIVE JENSEN BEACH, R. 34957 001 L] LATITUDE 27.306194' N srrE LOCATIO 9 ls�laind Dunes Oceanside LONGITUDE 80.220111' W ZONING JURISDICTION SAINT LUCIE COUNTY VICINITY MAP f DESIGN CRITERIA DESIGN WIND SPEED: 163 MPH (ULTIMATE, 3—SECOND-GUST) 126 MPH (NOMINAL, 3—SECOND GUST) EXPOSURE, D RISK CATEGORY: 11 OPEN STRUCTURE RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2539647 REV 1.0 DATED 10/10/18. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION HUTCHINSON ISLAND (EA M 16791) ' T. LLICIE COUNT� ST. LUCIE y BUILDING DIVISIO FP�LAN R REVIEWED f OR COMPU C 49 de, "el 4r N AND R IT EPT ON = ' PLAN AND R IT BLDG: BE KEPT ON 18 OR E %p,, DATE 8 'T fILL OCEAN DRIVE ELEA JENSEN BEACH, FL 34957 DAT Oe2� TENANT IMPROVEMENT DATE:. MECH: 3C/4C/5C OVERLAY [_�ATE: MRSFI-01 5917 PROJECT DESCRIPTION INDEX OF DRAWINGS 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 SHAUL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRMNG OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (9) EYISTING ANTENNAS REMOVAL OF (6) ENSTING RRUS REMOVAL OF (3) DC-2 SURGE SUPRESSORS INSTALLATION OF (9) NEW ANTENNAS INSTALLArION OF (9) NEW RRUS NSTAU-AnON OF (3) NEW DC-6 SURGE SUPPRESSORS SHT. I NO. DESCRIPTION T1 TITLE SHEET FT2 GENERAL NOTES C 1 ROOF PLAN C2 EXISTING ANTENNA PLANS C3 C3 PROPOSED ANTENNA PLANS C4 ELEVATION C5 DETAILS C6 DETAILS C7 DETAILS Ell DC ELECTRICAL DErAJLS AN-1 ANTENNA SCHEDULE 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. 6th EDITION (2017). 2. NATIONAL FIRE PROTECT10N ASSOCLA71ON (NFPA) 70-14, NATIONAL ELECTRICAL CODE. 2014 EDITION. 3. ASCE 7-10. 4. TIA-222—G WITH ADDENDUM 1. 2. 3 & 4 APPLICABLE STANDARDS. 5. UFE SAFETY CODE NFPA-101-2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AJSC) 360-10 AND 341-10. a. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICT10NAL REQUIREMENTS. 10. CFY/COUNTY ORDINANCES. 'REV DATE DESCRIFIn ON A 11/15/18 PRIEUMINARY B 11/w/18 R"SED 0 12/18/18 FOR PERMIT AP PROJECT IN 0.: 182�15-608 D ;7— M By.. 1. GARCIA ECKED B.Y-. M. ABBEY CONTAIRED IN THE WRITTEN OWNER. .aju, ENGINEERING GROUP 340011AKESIDE )R� Sun 525 M�, I'L 33027 (954) 744-1538 COUIFI�TE OF AUnORIWON 31945 aw 8601 W SUNRISE BOUUI P�ATON. R 3= E IN % No. 6 2 I. :1U I o n A IF Af 0 R % DATE OFJSIGNATURF- 12/18/18 HUTCHINSON ISLAND 8600 S OCEAN DRWE JENSEN BEACH, FIL 34957 TITLE SHEET T1 t- nn�� 1. FOR THE PURPOSIES OF THESE CONSTRUCT 2. 5. 6. 7. 10. 11. 12. 13. 14 15 ,�MWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SK41-L 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 ACCOMPUSHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAJNTAJNED FROM ALL EXISTING 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 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. FOR TASKS REQUIRED TO 13E PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED 13Y 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 DED&S. 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 INSTALLA11ON 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 CONSTRUc-nON 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 or 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. 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 APPUCA13LE 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 LMLITY 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. LEN 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 2. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED TO THE START OF CONSTRUCTION IN ORDER T( ' IFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES I I 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 UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING 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 UTIUTIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCIION SITE DISTURBED BY THE WORK AND NOT COVERED 13Y THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANV WPMEN. SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURESJF 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 12 1. MATERIAL' A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITON 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 IS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46kSi). AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM, Al 53 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 MENBERS 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 AJSC 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 OTHERMSE. 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. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AJSC MANUAL OF STEEL CONSTRUCTION. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN Xe 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 PROPOSE[) FIELD SPLICES. 11. AT THE CONTRACTOR'S OPMON, 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. INCL.UDE DIETALS 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. STEEL NOTES 13 REV DATE __`4 DESCRIPTION A 11/15/18 PRELIMINARY B 11/30/18 REVISED 0 12/18/18 FOR PERMIT X -0163.68 DRAWN BY: 1. GARCIA CHECKED BY. M. ABBEY 10 THIS DIRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER rr IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWNG AND/OR THE INFORMATION CONTAINED IN rr IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A ap ENGINEERING GROUP 3400 _AKESDE DRUE, SUITE 525 Ml�. R 33027 (954) 744-INB CERTI�ATE OF AUTHORI�TION 31948 aut .S. , SUNRISE BOUI_EWARD P�AMN. F_ W322 No. 68 1 7 T IF Af :8 R 0NAL. DATE I SIGNATURE 12/18/1 HUTCHINSON ISLAND 8600 S OCEAN DRIVE JENSEN BEACH. FIL 34957 SHEET NAME GENERAL NOTES SHEET NUMBER T2 EXISTING AT&T ANTEh (TYP. OF EXISTING AT&T EQUIPMENT ROOM EXISTING AT&T GPS ANTENNA (TYP. OF 2) /-R'\ E)aSnNG AND PR( CABLES ROUTED WALL EXISTING AT&T ANTENNA (TYP. OF 3) G1 NMI CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. PARTIAL ROOF PLAN EXISTING PENTHOUSE EXISTING PENTHOUSE LOWER ROOF LEVEL MAIN ROOF DECK 0 0 0 IN MAJN ROOF DECK \�C3 SLC7.0 Ins. MAIN ROOF DECK EXISnNG AT&T ANTENNA (TYP. OF 3) (TYP-) LTAA,di (TYP-) CABLE LENGTH FROM EQUIPMENT ROOM SECTOR CABLE LENGTH A 30,:h 180,± c 50':h DATE DESCRIFION A 11/15/18 PRELIMINARY B 11/30/18 REVISED 0 12/18/18 FOR PERMIT APX PROJECT NO.: 18-0163. DRAM BY.. 1. GARCIA 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. UEPRODUCIION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORSIDDE24 WITHOUT THE WFUITEN PERMISSION OF THE OWNER. A a ENGINEERING GROUP �O LAKESIDE DRNE. SUITE 525 Ml�. Fl- 33027 (954) 744-lMS C�RCATE OF AMORI�TION 3194S Q aut .�Gl W SUNRISE BOUUNARO P�ATION, Fi- 33322 c, Al No. 683� 0 R I C NAL DATE SIGNATURE lz lHUTCHINSON ISLAND $600 S OCEAN DRIVE JENSEN EEkCH, FIL 34957 SHBEI" NAME ROOF PLAN SHEU NUMBER c 1 I :ul Ar EXISTING AT&T ANTENNA TO BE REMOVED (n?. OF 3) EXISTING PARAPET WALL MAIN ROOF DECK (Typ- EXISTING AT&T COAX CABLE EXISTING PARAPET WALL ATIACHED TO PARAPET WALL (TYP-) (TYP-) MAIN ROOF DECK E)aSnNG AT&T RRU-12 TO BE REMOVED E)aSrrNG AT&T RRU-11 TO BE REMOVED EXISTING AT&T ANTENNA EXISTING AT&T DC-2 SURGE M BE REMOVED ".OF 3) SUPRESSOR TO BE REMOVED NOTE: DaMG AT&T IDC-2 SURGE t�EcroR '0� REFER TO CURRENT RFDS FOR EQUIPMENT SUPRESSOR M BE REMOVED lo.ip MODELS. EXISTING ANTENNA PLAN (SECTOR A) EXISTING AT&T RRIJ-1.1 TO BE REMOVED EKISTTNG AT&T RRU-12 M BE REMOVED EKISITING AT&T DG-2 SURGE SUPRESSOR TO BE REMOVED ENSTING AT&T COAX CABLE ATTACHED TO PARAPET WALL (TYP-) E)USffNG AT&T RRU-11 TO BE REMOVED MAIN ROOF DECK EKSTTNG AT&T RRU-12 TO BE REMOVED EXISTTNG PARAPET WALL EXISTING AT&T COAX CA13LE ATTACHED TO PARAPET WALL vYP-) MAIN ROOF DECK MOSTING AT&T ANTENNA M BE REMOVED (7YP. OF 3) NOTE /14014 NOTE: REFER TO CURRENT RFDS FOR EQUIPMENT REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. MODELS. (EXISTING ANTENNA PLAN (SECTOR C) EXISTING ANTENNA PLAN (SECTOR B) 3 'REV DATE DE3CRlPn0N A ll/)5/18 PREUMINARY B 11/30/18 REVISED 0 12/18/18 FOR PERMIT �x 2W� NO.: 1!—oi63.sa DRAWN By.. 1. LLA CHECKED Erf: M. ABBEY ,o NOTE: REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN (SECTOR (@ PROPOSED AT&T RRU-32 PROPOSED AT&T DC-6 SURGE SUPRESSOR @2 PROPOM AT&T RRU-4449 E15/1312' PROPOSED AT&T RRU-8W 82/1386 EXISITNG PARAPET WALL EYISTING AT&T COAX CABLE ATTACHED TO PARAPET WALL (TYP-) @PROPOSED AT&T ANTENNA (TYP.OF 3) (SEE NOTE) C, , 1,0z-04l ,e NOTE: REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. 'ROPOSED ANTENNA PLAN (SECTOR PROPOSED AT&T ANTENNA (SEE NOTES) PROPOSED AT&T AN TEN Nk (TYP. OF 3) (SEE NOTE) EYISTING PARAPET WALL (Typ. ) EXISTING AT&T COAX CABLE ATTACHED TO PARAPET WALL (TYP-) PROPOSED AT&T RRU-32 G) PROPOSED AT&T RRU-4449 /-2,*" E15/912 PROPOSED AT&T RRU-,8W 1012/866 PROPOSED AT&T DC--6 SURGE 4 (a) SUPRESSOR C5 MAIN ROOF DECK MAI N ROOF DECK EXISTING PARAPET WALL (TYP-) PROPOSED AT&T ANTENNA CrYP. OF 3) (SEE NOTE) r2"), PROPOSED AT&T W RRU-BB43 I32/B66 I-A�\ PROPOSED AT&T OC-S k9) SURGE SUPRESSOR e2 PROPOSED AT&T RRU-4449 135/8112 PROPOSED AT&T RRU-32 EXISTING AT&T COAX CABLE ATTACHED TO PARAPET WALL (TYP-) MAN ROOF DECK 21NOTE' REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN It sppr, 'REV DATE DESCRIPMON A 7175/18 PRELIMINARY B ii/So/ia REVISED 0 12118118 FOR PERMIT APX PR ECT NO., 18-0163.68 DRAWN By.- 1. GARCIA �_CHECXEO BY. M. ABBEY —10 IS PRODUCED SO�Y MR USE BY THE OWNER AND rrS AFFRATES. REPRODUCTION OR USE OF TFUS DRAWING ANDKOR T14E INFORMATION CONTAINED IN r S r S FORBIDDEN WrrHOU`r THE WRMEN PERMISSION OF T14E OWNER. A ap ENGINEERING GROUP M)O MCRUE ORIVF4 SUUZ 525 Ml�. F. 33027 (954) 744-1538 COUlRKATE OF �HORRATION 31948 69- �, at&t lqt�p- .... W SUNRISE BOIJUNARD PUU�AT10N. R. M322 PL - No. 68312 R DATE OF SI RF- 12/18/IE TCHINSON ISLAND 88DO S OCEAN DRIVE JENSEN BECH. FL 34957 SHEET NAME PROPOSED ANTENNA PLANS SHEET NUMBER C3 EXISTING AT&T EQUIPMENT ROOM TOP OF PENTHOUSE EL 153'± TOP OF PARAPET EL 136 ± � RAID CENTER OF DWNG AND PROPOSED AT&T ANTENHOS� EL 135Ah ROOF LEVEL EL. 132'±I! GRADE EL 0':h hi= ANTENNAS AND MOUNTS SHALL BE PAINTED TO MATCH BUILDING. 'REV DATE DESCRIP71 ON A 11/15/18 PRELIMINARY B 11/m/le REVISED 0 12/t8/18 FOR PERMIT APx PROJ DRAWN BY: 1. GARCIA CH KED BY. M. ABBEY THIS DRAWING IS OOFfRIGKTED AND IS IHE SOLE PROPERN OF THE OWNER IT IS PRODU� SOMY FOR USE BY THE OWNER AND rrS AFFILIATES. REPRODUCIION OR USE OF THIS DRAWING AND/Oft THE INFORMAnON OONTAINED IN IT IS FORBIDDEN WDHIOL7 THE "� PERMISSION OF THE OWNM A (3 A E IN G I N E E R I N G G R 0 U P �00 UNKESIDE DRIVE. SUITE 525 Ml�, R M027 (954) 744-1538 CMFI�TE OF AUTHORQAM 31948 aut 8601 W SUNRISE BOU�ARD P"AMW R W3n ........ 4�0 C, E 4N 00 o.683 I..- ,f Y-7 V. .)4NAL DATE OF 5�nR&- 12/18/18 I-9TCHINSON ISLAND 8600 S OCEkN DRIVE JENSEN BECK FL 34957 ELEVATION WEST ELEVATION 12 j C4 PROPOSED ANTENNA TILT BMW PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ ANTENNA C".) PROPOSED UNtSTRJr 121000 PROPOSED WEI BOLT INTO UNISTFIUT CHANNEL NUT (7yp.) PROPOSED AT&T RRU PROPOSED UNISTRIft PlOOO PROPOSED )rO BOLT Kill) UNISTRUT CKWIE L I� PRO Al RRU,;n7l 0"7 PROPOSED AT&T ANTENNA (TYP.) \,2�C6 BUSTING ANTENNA MOUNTING PIPE (TYP.) PROPOSED ANTENNA BRW(Er PROVIDED W/ ANTENNA ANTENNA MOUNTING DETAIL PROPOSED JrO BOLT INTO UNISTRUr CHANNEL NUT (TYP.) PROPOSED UNtSrRUr PIODO r/ JL'0 TAPCON WITH 14 EMBED (TYP.) NMI 1 PROPOSED AT&T SURGE SUPPRESSOR /�3 [FART III DCS-48-60-18) CTYP. OF 3) W PROPOSED FIBER AND DO CABLE RDLnED FROM EQUIPMENT (2) 36- ROSENBERGER THREE PAIR POWER CABLES PART# WR-VGSSSr-BRD AND (1) %' ROSENBERGER 18-PAIR FIBER CAME PART# FB-LOBB-034-IWW (SECTOR A) FIBER CABLE PART# FB-LOSS-034-6DOOO (SEam B) FIBER CABLE PART# FEI-LOBS-034-41DIDDID (Secrollit Q PROPOSED FIBER "In DO CABLE ROUTED TO PROPOSED RRH UNITS (1) ROSENBERGER SINGLE PAIR POWER GAMES PART# WR-VGB2Sr-BIM AND (1) ROSENBERGER SINGLE PAIR FIBER CABLE PAKIf FEI-LOBB-05-15000 C". PER RRH) NOTES 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. 0 VERIFY MIN. (2) 4100 TAAPC0O W/ W EMBED. IMMSrALLED WITININ 6 OF MOUNTING BRACKET PER UNISTRUT. INSTALL ADDITIONAL ANCHORS AS REQUIRED (TYP.) NOTE UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS. RRU MOUNTING DETAIL RUBBER (COME APPROVE NTsI 2 VERIFY IGN. (2) Y400 TAPOONS W/ k&%S� V`4- EMBED. INSTALLED WITHIN 6- OF MOUNTING BRACKET PER UNISTRUT. INSTA.L. ADDITIONAL ANCHORS AS NOTE, REWIRED (TYP.) UNIT SHALL BE MOUNTED AS PER -MANUFACTURER'S SPECIFICATIONS. RRU MOUNTING DETAIL SURGE SUPPRESSOR MOUNTING DETAIL NTs 14 1 FIBER AND DC CABLE MOUNTING DETAIL N-rs 15 1 (NOT USED) 'REV DATE DESCRIPTION A IIIISAB PRELIMINARY 8 11/30/18 REVISED 0 12/18/18 FOR PERMIT APE PROJECT NO.'. IB-0163.68 DRAWN Sr. 1. GARCIA CHECKED BY: M. ABBEY THIS DPAWNG IS COPYRIGHTED AND IS THE'SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATIES. REPRODUCTION OR USE OF INS DRAWING AND/011 THE INFORMATION CONDAINED IN IT IS FORBIDDEN WITIHOUT THE %WITTEN L a ENGINEERING GROUP 3400 �EVOE DRiVL SIXE 525 MIRUMR. R 33027 (954) 7"-1538 CMR�TE OF �ORU%TXIN 3194B 9 4Q;;o s�-'.`) at&t 8601 W SUNRISE SOULVARD P�A�014. I'L 33322 IN No. 6831 :&u 0 0 R % EATE OF ±NATURE. 12/18/18 JUTCHINSON ISLAND 8600 S OCEAN DRIVE JENSEN BMH. FL 34957 SHEET NAME DETAILS ET RUM 6 SHE C5 BEE 10 — F148" laul 9&VAIRUT MANUFACTURER: KATHREIN MODEL' 80010864K WEIGHT: 55.1 LBS 1-14.8'-J FRONT VIEW L 20.0'--� PLAN VIEW MANUFACTURER: KAI MODEL 80010964K WElGKr- 93.8 L13S L-20.0*---i FRONT VIEW C4 N Lu SIDE VIEW C 16 00 004 I PLAN VIEW MANUFACTURER: RAI MODEL DC6-48-60-18-SS WEIGKr'. 35.6 LBS FRONT VIEW IANTENNA SPECS Nml 1 1 ANTENNA SPECS m 1 2 1 SURGE SUPPRESSOR SPECS NTsl 3 1 F SIDE VIEW PLAN VIEW MANUFACTURER: ERICSSON MODEU RRUS-8W B2/866 WElGKr. 70.0 LBS 3.2" FRONT VIEW r SIDE VIEW �-13.2 ------ PLAN VIEW MANUFACTURER: ERICSSON MODEL RRUS-4449 85/B12 WEIGHT: 70.0 LBS F-. 13.2 " 7 FRONT VIEW SIDE VIEW --- P121 PLAN VIEW MANUFACTURER: ERICSSON MODEL RRUS-32/RRUS-32 B2/RRUS-32 866 WEIGHT: 60.0 LEIS FRONT VIEW REV DATE DESCRIPTION A 71/15/18 PRELIMINARY 8 11/30/18 REVISED 0 12/18/18 FOR PERMIT APR P NO.: 18-0163.68 DRAWN BY: 1. GARCIA IN CHECKED BY. M. ABBEY I THIS DRAWING IS COPYIUGHrED AND IS THE SDUE 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 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. a ENGINEERING GROUP 3400 UNKEDDE DRNE. SUITE 525 MIR4UkR, R 33027 (954) 744-153a CORTIFIRUDE OF AMORUAWN 31943 aut 13601 IN SUNRISE BOUUWARD P�ATION, F- M= DATE OF *E'* , * I N � Nlo. 68312 -N, � Un Nu ST E 4 R I'D ;'o f,% 'CHINSON ISLAND awo S OCEAN DRIVE JENSEN BEACH, FL 34957 DETAILS lRRU SPECS NTs 14 1 RRU SPECS Nm 15 1 RRU SPECS NTsl6ll C6 �x Rh CF X N X �A I\% H @ H H LEGEND' D A SECTOR GROUND BAR (TYP) B COLLECTOR GROUND BAR C ANTENNA c) D SINGLE PAR FIBER & DC POWER E 1/2- JUMPER CABLE (TYP) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) A 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 CONNECT10N FOR DO POWER CA13LE 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-76416. ANTENNA GROUNDING SCHEMATIC (TYP.) EXISTING GROUN BAF #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP-) W SS WASHER %*04" SS SOLT SS WASHER JT SS LOCK WASHER SS NUT NOTES, 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. I TYPICAL GROUND BAR CONNECTION DETAIL NTsj 2 1 1. RECORD DRAWINGS: MAINTAdN 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. GUARMU/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 METALUC 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 MEIALUC CONDUIT (UQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE 'ABRATION 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 13E GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS. OR NEMA 3R (OR BETIIER) OUTDOORS. B. MEIAL 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 BEFFER) 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. NTsj 1 1 GROUNDING NOTES 'REV DATE DESCRIPTION A 11/15/18 PRELIMINARY a 11/30/18 REVISED 0 12/18/18 FOR PERMIT APX PROJECT NO.: 18-0163.68 D WN By.. 1. GARCIA IN CH KED BY. M. ABBEY MIS DRAWING IS COPYFUGHTED AND 15 THE SOLE PROPERrY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCRON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRIITEN PERMISSION OF THE OWNER. a ENGINEERING GROUP 3400 MESIDE DRIVE, SURE 525 WRMNR. R 33027 (954) 744-1538 CMnCATE Or AUTHORI�TON 31948 at &t 8601 W SUNRISE SWLIXARO P"ATON. R M322 . ........ . fj* -'O� E N 4( 0 4t 4t% No. 68312 ZLu ST 0 .0 DATE OF/pIGNIATURE 12, 11 �HLITCHINSON ISLAND SM S OCEAN DRIVE JENSEN BEACH. FIL 34957 SHEET NAME DETAILS SHEET NUMBER C7 3 C7 ANTENNA POSITION # 1 Ei x x I MSL Counties 3 - Antennas ANTENNA POSITION # 3 mw ww HIRH HISH ,�71 X:�x x x x x ANTENNA POSITION #4 W. HCH 1§34 x, x X x X X LTE DIGRAL UNIT —e I WCS RRH I ,�l Unt 'm M— H' 1. —48V OC POWER PLANT. AUP LTE-BUA NO R 2. (1) RACK MOUNTED RAYCAP DO SURGE PROTECTOR. L_�r�3206 Cab I 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—SS). NOTES- 4. #8 AWG CONDUCTORS. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC 5. PRO14DE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK POWER CABLE CONNECTOR. MOUNTED RAYCAP SURGE PROTECT10N UNIT TO THE RAYCAP FIBER AND DISTRIBU-11ON UNIT ON TOWER. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. RISER DIAGRAM (TYP. PER SECTOR) N-rs 1 DC RISER DIAGRAM 1 2j 'REV DATE DESCRIPMON A 11/15/18 PREUMINARY B 11/30/18 REMSED 0 12/18/18 FOR PERMIT X PROJECT NO.! 18-0163.65 DRAWN BY: 1. GARcm N CH RED BY. M. ABBEY _4 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND n AFRUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMAOON CONTANED IN IT IS FORBIDDEN WITHOUT THE WRP[TEN PERMISSION OF THE OWNER. A a ENGINEIRING GROUP 3,100 iAKESIDE DRIVE, SUffE 525 MIRAVUR. FL 33027 (954) 744-1538 CER1111CATE OF AMORUZ�PON 31948 aw 8601 W SUNRISE BOU�MD P�A�021. M 33322 E, No. 68312 ST TE I ZIR 0 DATE gl/ SIGNATURE- 12/18/18 HUTCHINSON ISLAND BODO S MEAN DRAiE JE14SEN BEACH. FL 34957 DC ELECTRICAL DETAILS El Ah Ah w DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CA81 MOUNTING HEIGHT I MODEL _ 1. QUANM MODEL SIZE QUANTITY LENGTH PER LINE ±1 35' DC6-40-60-1 B-SS 3 ROSSNBE!CGOENRD�(IS) PAIR FIBER TRUNK 13/8" 1 3 SEE Cl 1(6) �8 AWD CTO R SHIELDED DC CABLE 13/4" 1 6 SEE Cl ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU TMA DIPLEXER FILTER SECTOR AZIMUTH CMR ANTENNA MAKE ANTENNA MODEL ANTENNA Q NA CABLE MODEL SIZE I # OF CARIES CABLE LENGTH PER I INE COLOR MODEL QTY. MODEL QTY. MODEL TOWER QUANTITY GROUND QUANTITY MODEL CITY. ALPHA (Al) 345* 135' KATHREIN BOD-10884K 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 1 15' --QQnE 1 RED RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/ic F -1 15' - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2" 5 COAX CABLES 7/8" 2 - ALPHA (A2) ALPHA (A3) .345' 135, KATHREIN 800-109M 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU)- 318- 2 15' 3 RED RRUS-4449 1357812 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16" 2 15, - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2' 8 10, —1 ALPHA (A4) 345' 135' KATHREIN BOD-10854K I ROSENBERGER FIBER JUMPER (DC6 —TORRU) 3/8" 2 15' 4 RED RR—US--884-3§27B-66 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15' 1/2" COAX JUMPER (RRU TO ANTENNA) 1/2- 6 10' COAX CABLES 7/8" 2 - BETA (BI) 105, 135' KATHREIN soo-ioa64K I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 1 15' 1 BLUE RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 1 15, - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2" 6 10, COAX CABLES 1 5 8- -9 8.' 2 -- BETA (82) PI-32 Zj BETA (B3) 105, 135, KATHREIN 800-1098a ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8- 3 V7 2 15' 3 BLUE .12 RRUS-4449 B5T812 I ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 2- 1/2- 1 8 10. BETA (84) 105, 1.35' VATHREIN ROSENBERGER FIBER JUMPER (DC6 TO RRU) B. 318- 2 15' 4 BLUE RRUS-8843 92/B66 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO REUL 7/16- 2 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 10, - COAX CABLES 1 5 8" 2 - - GAMMA (Gl) 225- 135' KATHREIN 800-IOSM 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8" 1 1 1 15' 1 GREEN RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7 16" 1 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 1 2" 6 10' COAX CABLES 7 8" 2 - GAMMA (G2) E71 GAMMA (G3) 22T 135' KATHREIN 800-10964K ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3 S" 2 15, 3 GREEN RRUS-4449 B5/B12 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 6- 2 15, - 1/2' COAX JUMPER (RRU TO ANTENNA) 1 1 2" 8 — 10, GAMMA (G4) 225' 135' KATHREIN BOO-lOBa4K ROSENBERGER FIBER JUMPER (DC6 TO RRIJ) 3/8- 2 15' GREEN RRUS-8843 B27B-66 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2" 6 10, COAX CABLES 7/8- 2 - DELTA (DI) DELTA (D2) DELTA (D3) FDELTA 04) 7( TOTAL E)(ISnNG 9 TOTAL REMOVED TOTAL REPLACED OVERALL TOTAL 9 TOTAL DO 12 (E) TOTAL 9 TOTAL 0 TOTAL O=f 0 -P 1-5 5' LEGEND (E) - EXISTING (G) - GROUND/SHELTER -FBE—R 1-5 25' �2 JUMPER 6-0 0 0. CABLES 3 E) LANTENNA AND COAX SCHEDULE `RW DATE DMCRIPTION A 11/15/18 PREUMINARY B 11/30/18 REMSED 0 12/18/18 FOR PERMIT APX PROJ= NO.: 15-0163.68 DRAWN BY. 1. GARCA L CHECKED W-. M. ABBE__�o