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Home My WebLink AboutPLAN.�a `^ ,# a -"4 C-INDR10 IAW,'MTEACKR (FA 10036833 r-rlctira�� L1 f SIDES SCANNED L f cr4, S, S—:— BY SCANNED St. Lucie County i n BY znI , St. Lucie County recH i 4690 EMERSON AVENUE FORT PIERCE, FL 34951 2nd CARRIER OVERLAY LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS "cc .. 9'J^'"� s� i 1# +U *tr�,t � -...,.' �S ."taet�uq�mmXeo,.rst a , K l.�e!> ( +" - • �� a Et,�•{�.Ji,.. tl 1 { ^` , . am q�I� � 6.- I„ y"'� yi♦y.- u - L¢kexoaa Ptrk u SITE LOCATIO ? I _ i H.. wGE eNN' M.E ws Ih ) "�#' D.�''.,✓�' I= 1 I �" T s1 t'a4.=AJ� g I..^•^ r g ! , $' ti �) Y & k ,">rd'aF , ' W x"(. 4 T�mR[ L fi>d pt ry —''3�R'' 8�€ I; j '� 2J' 1�.^• {� " i- a= �i 4 _ {{n� 4b'+� 991U I 4�Is 1 " m TT.: e,..a g" Ira T (n—r."••P",y €..i p ! ,feGaam F�uY do tI J�etlM mYav,G� eo-amir 0 I; - r z- ,. x J' r a. t� g _ 6 oleo ) ?s. i L�$' . �: ,�, pk�Ty} - " �t{t{ 1111# " " F ! . ''r• a € f._ {I e rk..l... t FOLIO 1314-323-0001-000-8 PROPERTY OWNER RUSSAKIS INVESTMENTS, LLC. 8801 INDRIO ROAD FOIE PIERCE, FL 34951 27.519122 LONGITUDE 80.414735 ZONING JURISDICTION Sf 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 RESPONSIBLE FOR SAME. 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (3) EXISTING ANTENNAS REMOVAL OF 3 EXISTING ANTENNA MOUNTS ( ) REMOVAL OF OF EXISTING NT MOUNT INSTALLATION OF (3) NEW ANTENNAS INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) INSTALLATION OF (1) NEW ANTENNA MOUNT RELOCATION OF (6) EXISTING ANTENNAS RELOCATION OF (3) EXISTING RRUS (REMOTE RADIO UNITS)' RELOCATION OF (1) EXISTING SURGE SUPPRESSOR SHT. N0. DESCRIPTION EV REV. T7 TITLE SHEEP O T2 GENERAL NOTES 0 C7 ELEVATION AND ANTENNA PLANS 0 C2 DETAILS p C3 DETAILS 0 AN-1 ANTENNA SCHEDULE 0 CONSTRUCTION NOTES NO ELECTRICAL PERMITS ARE REQUIRED. VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE PLA! I t } Ey I:-�'e '' iJl� y '` ,( i --s !!# g _ P > T-.,. 3- +, a , L '� rt,_ g _ ° ,, , i Y , r9 '' I - _ m• ) ) J V _ u i� t r. �� `"\�+{� •".� _- I �• ti E ..�, SITE LOCATI �- ,Ta^ F i i# Sa ek0rush-- _ - I t— i1 ` G jl 1 DESIGN WIND SPEED: 157 MPH (ULTIMATE, 3-SECOND GUST) 122 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: II OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION 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, 3. ASCENATIONAL IEEECTRICAL CODE. 2011 EDITION. 0. 4. TIA-222-G WITH ADDENDUM 1 AND 2 APPLICABLE 5. LIFE STANDARDS._ _- - CODE NFPA-101-2012. 6. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. B. UNDERWRITERS LABORATORIES (U.L)Buft0mmea APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY OORDINANCES. ARE SUBdEeT TO ANY CORRECTfOl J e F @ N�� -arl LAPIN'i __ , , k RF DESIGN VERIFICATION - - - - DESIGN BASED ON RFDS #1772306 REV 1.0 DATED 06 0a 17. CONTRACTOR SHALL REQUEST RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION DIVISION RCURRENT ATE WEDBY REV DATE DESCRIPTION A 9/6/17 PREIMINARY B 1117/17 REMSED 0 11/16/17 FOR PERMIT APK PROJECT NO.: 17-0107.75 DRAWN BY: J. ACOSTA CHECKED fiY: M. ABBEY THIS DRAWING IS COPYRIGNIEO AND IS THE SOLE PROPERIY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF MS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIOOEN WI7HOUf 7HE WRITTEN PERMISSION OF THE OWNER. 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 2. 3. 4. 5. 6. 7. 8. 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 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 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 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 APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC 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 APPLICABLE 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, UEN 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 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 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, 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 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 1 2 1 1. 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 E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE Y GALVANIZED AFTER G. 4. ALL BOLTS SHALL BE GALVANIZED W DIAMETER, A3 5-NN NIUNLESS NOTED OTHERWISE D'-TIG'�iTEN TO UG "ti 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. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN Ifs 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 CONTRACTORS OPTION, FIELD SPUCES 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. (GENERAL NOTES 11 GENERATOR NOTES I3J REV DATE DESCRIPTION A 9/6/17 PRELIMINARY B 11/7/17 REW6E) 0 11/16/17 FOR PERMIT APX PROJECT NO.: 17-0107.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY EXISTING VERIZON WIRELESS ANTENNAS � TOP RAD CENTER OF EXISTING AND PROPOSED AT&T EXISTING 114'f MONOPOLE GRADE h EL 0' ,� 1 EXITING AT&T RAYCAP FIBER DISTRIBUTION UNIT TO BE RELOCATED lea �m EXISTING AT&T ANTENNA MOUNT TO BE REMOVED (TYP. OF 3) a f \\ \ 1 TO NC AT&T \ \ 11 (TYP. OF 3) ly rl V - i�� All A2OR B TGS. EXISTING AT&T ANTENNA TO BE REMOVED AND REPLACED (IYP. OF 3) EXISTING AT&T ANTENNA REFER TO CURRENT REDS FOR EQUIPMENT Cv TO BE RELOCATED (IYP. OF 6) MODELS. EXISTING ANTENNA PLAN Nrs 2 m RELOCATED AT&T RAYCAP 4 RI 0 ^ FIBER DISTRIBUTION UNIT CZ PROPOSED AT&T 2 RRU (TYP. OF 3) W PROPOSED AT&T AN1 ANTENNA (TYP. OF 3) C2 RELOCATED AT&T 3 R RU Clip. OF 3) C2 NOTES a;:r% a:oa;:� _ n; : r.;Ica'::.;::fa ;=a..�:,r><>..\::::;:-r.,;+::< - ----- vy °�5}:: = - PROPOSED AT&T e Q ,�o ti = _�1 .> ANTENNA MOUNTC2 4 q 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME 2. IF SPACE IS AVAILABLE, CONTRACTOR SHALL USE 7Y'0 CONDUR/INNER-DUCT FOR THE OC AND FIBER TRUNK CABLES WHILE THEY RELOCATED AT&T ARE ROUTED WITHIN THE TOWER. FINAL DETERMINATION TO BE MADE AT PRE -CONSTRUCTION MEETING. ANTENNA (TYP. OF 6) C2 3. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. NOM' 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 STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND REFER TO CURRENT REDS FOR EQUIPMENT PROPOSED LOADS. MODELS. ELEVATION 0 1 PROPOSED ANTENNA PLAN Nrs 3 REV DATE DESCRIPnON A B/6/17 PRMMINARY B 11/7/17 REVISED 0 11/16/15 FOR PERMIT APX PROJECT NO.: 17-0107.75 ORAWN BY: J. A=A CHECKED BY: M. ABBEY PROPOSED MOUNTING BRACKET PROPOSED MOUNTING BRACKET PROPOSED ANTENNA TILT (TYP. OF 2 PER RRU) (TYP. OF 2 PER RRU) BRACKET PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING • • • BRACKETS PROVIDED W/ • ANTENNA (TYP.) s i REV DATE DESCRIPTION A 9/5/17 PRE3ININARY B 11/7/17 REMSED 0 11/16/17 FOR PERMIT AP% PROJECT NO.: 17-0107.75 DRAWN BY: J. ACOSTA CHECM BY: M, ABBEY PROPOSED AT&T THIS DRAWING IS COPYRIGHTED AND IS ANTENNA (TV.) 8' pdyQ THE SOLE PROPERTY OF THE OWNER. IT ��-.��'r ✓' IS PRODUCED SOLELY FOR USE BY THE +�0.� ono OWNER AND ITS AFHILLITES, REPRODUCTION OR USE OF THUS DRAWING RELOCATED OR PROPOSEDe ITIiSOFFORBIO INFORMATION WWMAOIR TTHHEE WRRnTTENTAINED N ANTENNA MOUNTING PIPE o0 9 PERMISSION OF THE OWNER. (7YR) RELOCATED AT&T PROPOSED AT&T RRU (TYP.) RRU (TYP.) PROPOSED ANTENNA PROPOSED MOUNTING PIPE (TYP-) e Mou PIPE (MJ e • •. . LE ENGIN RERING GROUP 400 Wf610E "-1 8 525 NOIES: f14IES: COP�'. TE OF A Fl RIUA ] PROPOSED ANTENNA l .FL JJDBBRACKET PROVIDED W/ 1. UNR SHALL BE MOUNTED AS PER 1. UNIT SHALL BE MOUNTI_D AS PERCDiDFlGTE OF AD]HORIIARDN 31949 u./ ANTENNA MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. "SNUG TIGHT' CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL NTS 1 RRU MOUNTING DETAIL NTs 2 RRU MOUNTING DETAIL NTS 3 `R` LONG) PROPOSED 27,¢' O.D. BY 8'-O' l l PROPOSED T?O.D. MOUNTINGPROPOSED ANTENNA MOUNTING PIPE PIPE (1'-8' LONG) WITH CLAMP STYLE (INCLUDED WITH PLATFORM KIT) S�CROSSOVER ) PLATEPLATE/gyp) (TYP. OF 12 8601 W SUNRISE BDULNARD ,,,r PUMAIIDN, FL .I33t2 PROPOSED RAYCAP POLE MOUNT BRACKET (PROVIDED BY MANUFACTURER) RELOCATED AT&T RAYCAP FIBER AND ��J A. pDC DISTRIBUTION SURGE PROTECTOR UNIT W/ INTEGRATED ,��_(Gy c.E N F'<�,�� ejJ31�2 :4. • N PROPOSED ANTENNA \•. MOUNT FRAME (TYP.) •` A: ((/ •. ii�tpssG�=�� AL GATE OF SILURE: 11/18/77 lee: PROPOSED PLATFORM LOT C—INDRIO (CONNECT-R. OR - - - - APPROVED EQUAL) (SEE TABLE) NOTES MQg: PROPOSED CROSSOVER 46 0 PIMERSOE. Ni AVENUE PLATE QNCLUDED 34951 FINAL DETERMINATION OF MOUNT MODEL TO BE WITH PLATFORM KIT) SHEET NAME 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. MADE AT PRE -CONSTRUCTION MEETING. (TYP. OF 24) �I 2. CONTRACTOR BR TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS POLEDIAMETER R ANTENNA DETAILS NSSFW.L -JTI I ODE NUMBER 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM I I D�60 lPPL1�NNT3 PHK NUMBER ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTS 4 1 (NOT USED) 5 1 ANTENNA MOUNT DETAIL NTS 6 C2 u �\ �xh F go \�\ \\ I III \\ , wz \\\ �1 I I I LEGEND: DII A SECTOR GROUND BAR (TYP) \O B COLLECTOR GROUND BAR \\ I I I C ANTENNA \\ I I I II D SINGLE PAIR FIBER & DC POWER E 1/2- JUMPER CABLE (TYP) \ \) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT I IIIII ��------_---- H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) I I I I •e:1e� I G J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) �'11.4^h,BIZZ J 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 SHIED 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. EXISTING GROUNC BAF #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) �W SS WASHER %_X-y4_ SS BOLT SS WASHER 3§' SS LOCK WASHER SS NUT - REM Ci* (1 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 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. B. 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. (ANTENNA GROUNDING SCHEMATIC (TYP.) Nisi 11 GROUNDING NOTES 13j REV DATE DESCRIPTION A 7/6/17 PRFIJMINARY B 11/7/17 REVISED 0 11/16/17 FOR PERMIT APX PROJECT NO.: 17-0107.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS WE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AMUNTES. REPRODUCTION OR USE OF MIS DRAWING AND/OR THE INFORMATION OONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUANTffY LENGTH PER LINE t101'-0* DC6-48-60-18-8F 1 ROSENBERGER (A PAIR FIBER TRUNK 3/8" 7 (E) (6) / AWG CONDUCTOR SHIELDED DC CABLE 3/4" 2 (E) ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH RAD 101'-0" ANTENNA ANTENNA MODEL ANTENNA MECH _ ELECT _ CABLE MODEL SIZE If OF CARIFS CABLE LENGTH PER LINE COLOR CODE MODEL QTY. QN. MODEL OTY. MODEL TOWER QUANTITY GROUND QUANTITY MODEL OTY. ALPHA (Al) 345' KATHREIN 800 10121 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 e" 15' 7 RED ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' 1-5 8" COAX 1-5/8- 2 E ALPHA (A2) ALPHA (A3) 345' 102'-0' ANDREW SBNHH-1DBSA 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 3 15' 3 RED RRUS-11 I 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7/16" 2 75' RRUS-32 1 - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 ip• ALPHA (A4) 345' 101'-O" KATHREIN 800 10121 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" - 15' 4 RED ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" - 15' - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 ip: - 1 5 8" COAX 1-5/8 2 E BETA (81) 105' 102'-0� KATHREIN 800 10121 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 1 BLUE ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' 1-5/8- COAX 1-5 8" 2 (E BETA (B2) BETA (B3) 106 102'-0* ANDREW SBNHH-1D85A 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 3 15' 3 BLUE RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES OC6 TO RRU 7 16" 2 15' RRUS-32 1 - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' BETA (B4) 105' 102'-0' KATHREIN 800 10121 1 - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 4 BLUE ROSENBERGER SINGLE PAIR DC CABLES OC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' 1-5 8" COAX 1-5 8" 2 E GAMMA (G1) 215' 102'-0' KATHREIN 742 264 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 7 GREEN ROSENBERGER SINGLE PAIR DC CABLES OC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' - - - - - - - - - - 1-5 8" COAX 1-5/8- 2 (E) GAMMA (132) GAMMA (G3) 215' 102'-0' ANDREW SBNHH-7D85A 1 - _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 3 15' 3 GREEN RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 2 15' RRUS-32 1 - - - - - - - 1/2- COAX JUMPER RRU TO ANTENNA 1 2" 6 10' GAMMA (G4) 215' 102'-O' KATHREIN 742 264 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" - 15' 4 GREEN ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' 1-5/8- COAX 1-5 6" 2 E DELTA (DI) DELTA (D2) DELTA (0) DELTA (04) TOTAL EXISTING 9 TOTAL REMOVED 3 TOTAL REPLACED 3 OVERALL TOTAL 9 TOTAL ACTNE COAX 12 (E) TOTAL 6 0 TOTAL 0 TOTAL 0 D - 0 T�E�,R{'a-'7 (EEXISTING Fm �� "'•••III L FIBER 9 1 JUMPER 42 420' Z1 CABLES 3 ( ) ANTENNA AND COAX SCHEDULE 71 REV DATE DESCRIP110N A 9/6/17 PRELIMINARY B 11/7/17 REVISED 0 11/16/17 FOR PERMIT APX PROJECT NO.: 17-0107,75 DRAWN BY: J. ACOSTA CHECKED W. M. ABBEY I - • �� ems+ eJt .u'Dw