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Home My WebLink AboutPLANSrREV I DATE DESCRIPnON 0 111/1/171 FOR PFUIT SCANNED INDRIO BY .03q-7 St. Lucie County (FA 1001680 ST. LUCIE COUNTY D 4C i 'ON ING DIVS &j 171 41T NOV 15 2011 DIVISION 13UILDING RIEVIEVIED CO� OMPLI FOR COMPLIAN BY: ....................... P HavlewED BY APX PROJECT I DATE D BY.. C. Saw t&t FILLE %5g M f PLANS IN -ID PERM] CHECKED BY: M. ABBEY KEPT ON jo a MUST SE KEPT ON JO OR r THIS DRAWING 5 COPMCHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY MR USE BY THE OMER AND ITS AFFILAMM 6189 N FEDERAL HIGHWAY RERRODUCIION OR USE OF THIS DRAPANG AND/OR TAE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE "ffTEN FORT PIERCE, FL 34946 PERMISSI N OF THE OWNM A 3 rd CARRIER OVERLAY ap =A LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS scammm ENGINEERI N 0 GROUP FOI 10 1. THE WIRPI ESS COMMUNICATIONS FACILITY IS NOT SHT. REV. 3400 LAXESIDE DIME, SWE 525 INTENDED FOR HUMAN OCCUPANCY. DESCRIPTION Ml�. R 33027 1406-413-0003-000-8 NO. NO. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND Tl TITLE SHEET CERFFIMM OF AUTICRIMMM 31948 7" PROPERTY OWNER WILL NOT PRODUCE ANY SENAGF- 0 T2 GENERAL NOTES 0 MARY JANE SPAN (TRUST) 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING 61 PO BOX 350 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND — COMPOUND PLAN 0 TUPELO. MS 38802 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF CZ ELEVATION AND ANTENNA PLANS 0 ANY DISCREPANCIES BEFORE PROCEEDING WITH THE LATrrUDF WORK OR BE RESPONSIBLE FOR SAME C3 DEIAILS 0 4. INSTALLATION OF NEW ANTENNA C4 DETAJLS 0 - at&t 27.546333' N MOUNT (WILL CAUSE THE SrrE LOCATIC) SITE TO 13E OFF -AIR FOR APPROXIMATELY 3 TO 7 AN-1 ANTENNA SCHEDULE 0 LONGITUDE I DAYS). 8601 W SUNRISE BO�ARD 80.368583' W 5. THE SCOPE OF WORK CONSISTS OF PROPOSING A �AWN. FL M3U j WIRELESS INSTALLATION: ZONING IUR19 .. anON REMOVAL OF (9) EXISTING ANTENNAS ST LUCIE COUNTY REMOVAL OF (3) EXISTING RRUS (RADIO REMOTE UNITS) J4 P/I 1 4%. REMOVAL OF (3) EXISTING ANTENNA MOUNTS % .... .. ON OF (9) NEW ANTENNAS E IV INSTALLATI INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS) p IN ANTENNA AREA CONSTRUCTION NOTES No. 6831124�' 6� lii�- - I . o , - INSTALLATION OF (2) NEW SURGE SUPPRESSORS INSTALLATION OF (3) NEW ANTENNA MOUNTS NO ELECTRICAL PERMITS ARE REQUIRED. VICINITY MAP STfi .. DESIGN CRITERIA CODE COMPLIANCE 0 R 1 0 iF� % DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3-SECOND GUST) ALL WORK AND MATERM SHALL BE PERFORMED AND AL % 124 MPH (NOMINAL. 3-SECOND GUST) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF ..k THE FOLLOWING CODES AS ADOPTED BY THE LOCAL DATE OF I/l/i7 EXPOSURE. C �!NATURE-. I RISK CATEGORY: 11 GOVERNING AUTHORMES. NOTHING IN THESE PLANS IS TO BE OPEN STRUCTURE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. RF DESIGN VERIFICATION 1. FLORIDA BUILDING CODE, Sth EDITION (2014)- INDRIO 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11, NATIONAL ELECTRICAL CODE, 2011 EDMON. R� I �Nh� 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM I AND 2 APPUCABLE STANDARDS. —IrSC PLANS AND All PROPOSED WO 6189 N FEDER& HIGHWAY DESIGN BASED ON RFDS #1769645 5- LIFE SAFETY CODE NFPA-101-2012. T1 FORT PEIRCE. FL 34946 REV 0.1 DATED 06/20/17. 5. FLORIDA FIRE PREVENTION CODE� 5th EDITION (2014). ',11 t;.IT7rTTn A SHEET NAME 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CONTRACTOR SHALL REQUEST 360-10 AND 341-10. U CURRENT RFDS AND CURRENT 8. UNDERWRITERS LABORATORIES (U.L) TITLE SHEET APPROVED ELECTRICAL PRODUCTS. 'lid ff-52ft vi'm I, BE iffleESOAr"r iu WORKBOOK FROM MASTEC NETWORK 9. LOCAL JURISDICTIONAL REQUIREMENTS. SOLUTIONS CONSTRUCTION MANAGER 10. Crry/COUNTY ORDINANCES. L�lj-.MFLY IVII.1 A.LLAi'IL'LK;AULtL;UlJE,"z SHEET NUMBER PRIOR TO CONSTRUCTION L Tl i. FOR THE PURPdSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY IREV DATE DESCMPT17' THE EXACT LOCAMON OF ALL EXISTING UNDERGROUND UTILITIES. 0 II/l/171 FOR PERMIT OWNER - AT&T MOBILITY 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. ENGINEER - APX ENGINEERING GROUP. LLC. 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 CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 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 RENOVED FROM THE SITE AND DISPOSED OF LEGALLY, 2. PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL VSIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) 5. ALL EXISTING INACTIVE SEWER. WATER, GAS. ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINENNED FROM ALL EXISTING POWER LINES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. APX EJECT NO-- 17-0107.M -4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE I DMWN By. C. BELLO CONSTRUCTION START DATE. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, 1,,N CHECKED BY. M. MaEY SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM AN. 5. LABOR. MATERIAL- TOOLS. EQUIPMENT. TRANSPORTATION AND TENPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES.IF REQUIRED THIS DRAWING IS COPYRIC� AND IS COMPLETION OF ALL WORK SHALL BE PROMDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LA13OR AND MATERIALS DURING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL ME SOLE PROPETY OF THE OWNER. IT SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS. INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A IS PRODUCED SOLELY FOR USE BY ME COMPLETE INSTALLATION. WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPUCKTION. OWNER AND ITS AFFLIATES. REPRODUCTION OR USE OF INS DRAWNG APID/OR ME INFORMATION OONTANED IN 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. IT IS FORBIDDEN WITHOUT THE WRITTEN SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS. OR OTHER DELETERIOUS MATERIAL PERMISSION OF ME OWNER. PROCEED. 10. THE CONTRACTOR SHALL RESTORE ALL OISTUR13ED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 7. THE DRAWINGS ARE DIAGRAMMA11C AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCAFIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS. SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE IN THESE DRAWINGS. A INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCT10N MANAGER. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY SITE WORK NOTES __72 CONNECTION FEES. ETC.. REQUIRED BY THE AUTHORITIES HAMNG JURISDICTION AND SHALL DELIVER SUCH DOCUMD47S TO THE OWNER 1. MATERIAL I a PRIOR TO FINAL ACCEPTANCE OF THE WORK. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION wANUAL!. JEREml ENGIN221ING GROUP 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. B. ALL STRUCTURAL STEEL WF BEkMS SHALL BE ASTM A992 AND -HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND 3�a �Esioc DRINE. SURE 525 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EYISTING IMPROVEMENTS. LANDSCAPING, PAVING. CURBS. GALVANIZED ASTM A153 STANDARDS. MIRAWR. R 33027 SURFACES. ETC. AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION C. ALL STRUCTURAL PLATES, ANGLES. AND CHANNELS SHALL BE ASTM A36 AND -HOT DIPPED- GALVANIZED IN ACCORDANCE WITH CERTU`�Tt OF AUTHORIUATION 31948 WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL ASTM A123 AND ASrM A153 STANDARDS. WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. D. ALL TS MENBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi). AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS. KEEP THE GENERAL AREA CLEAN AND AND ASTM A153 STANDARDS. 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 PANT SPOTS. DUST. OR SMUDGES OF ANY NATURE. I- ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE 8 (Fy=42ksi), AND -HOT DIPPED- GALVANIZED IN ACCORDANCE WITH 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS ASTM A123 AND ASTM A153 STANDARDS. at&t EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM TAKE PRECEDENCE. A123 AND ASTM A153 STANDARDS. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL. NOTCES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL 860t W SUNRISE 80U�ARD ORDERS OF ANY PUBLIC AUTHORITY HAMNG JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL 2. DESIGN. FABRICATION. AND CONSTRUCT10N OF ALL CONNECTIONS SHALL CONFORM TO NSC STEEL CONSTRUCTION MANUAL P�APON. Fl_ 33322 SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICA71ONS AS WELL AS LOCAL AND STATE CODES. ORDINANCES AND APPLICABLE REGULATIONS. 3. WELDING: THE CONTRACTOR 14. SHALL SUPERVISE AND DIRECT THE WORK AT ALL _nMES. A. ALL WELDS, WELDERS. AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REMSION. . % USING THE BEST SKII I S AND ATTENIION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR B. ALL WELDS SHALL BE WE WITH E70XX LOW HYDROGEN ELECTRODES. % CCORDIMATING ALL PORTIONS OF THE WORK. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. OWNER'S AUTHORIZED REPRESENTATIVE. N 6831 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SEr OF AS -BUILT DRAWINGS. SWEEP TEST. CYLINDER TESTS. LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL 4. ALL BOLTS SHALL BE GALVANIZED %* DIAMETER. A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE AS DEFINED BY ASC. SECURE NUT WITH LOCKING WASHER. OWNER'S ACCEPTANCE. T 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. M All PPIOPIMI'M ViTIRK 6. THE coNTRAcTOR/srEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT TH SIEPUNISA�i R THERE WILL NOT BE CONFUCT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE JECT7 ANYCOMFIMMONS MANUFACTURER'S INSTRUCTION. ARESUB 10 1, REQUIRED BY MELD INSPECTIOR's MA7 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC IN? - MANUAL OF STEEL CONSTRUCTION. ------ C G Mi i)!:f W I TH AL L AP P L I C 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN )(a INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. INDRIO 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE ccNTRAcTOR/sTEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE 6189 N FE)MV. HIGWAY CONTRACTOR'S OPTION. FIELD SPUCES MAY 13E USED FOR ERECT10N PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS FORT PIERCE. FL 34946 SHALL INCLUDE ALL DIETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION. SHOP WEDS MAY BE USED INSTEAD OF FIELD WELDS. SKEET NAME ILE Copy GENERAL 12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DErAdLS. SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES. AND DIAGRAMS. INCLUDE DETALS OF CUTS. CONNECTIONS, CAMBER. HOLF. AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS NOTES A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH. AND TYPE OF WELD. PROVIDE SEMNG DRAWINGS. TEMPLATES. AND DIRECTIONS FO INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. SKEET NUMBER �NGENERAL NOTES 1 GENERATOR NOTES T2 fREV I DATE I DESCRIPTION III 70(11 EXISTING AT&T CPS MOUNTED ON BUILDING WALL (TYP. OF 2) PROPOSED AT&T CABLES �Z3)(APPROXIMATE LENGTH 270'+ (SEE Ngm EXISTING AT&T COAX BRIDGE EXISTING 480'* GUYED TOWER EXISTING T-MOBILE UTlUTY H-FRAME CONCRETE PAD (TYP. OF 2) EXISTING COAX BRIDGE (TYP.) EXISTING FUEL TANK EXISTING GENERATOR ON -------- CONCRETE PAD EXISTING UP PROPANE TANK EXISTING T-MOBILE GENERATOR ON CONCRETE PAD SM 4 CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. ACOMPOUND PLAN F x — x —K;37� x — I bt EXISTING EXISTING AT&T AT&T EQUIPME GENERATOR ROOMNI-� ROOM L — — —1 EXISTING BUILDING EXISTING SPRINT COAX BRIDGE EXISTING SPRINT UTILITY H-FRAME J ENISTING SPRINT EQUIPMENT CASINEr ON CONCRETE PAD (TYP. OF 3) Lw—x —x —x —x —I —x EXISTING UTILJTY POLE THESE AND ALL PROPOS:D Vy'ORK ARE '-'Uq�JECT 71 0 ANY FIZOUIRED BY --I—'f:LD INSPECTORS Tqf—i rJuAY BE NEOEGSAPY irl ONDER TO C-ifeliPLY WIT9 ALL A.PPLICABLiE: CO'DE-3. V m Li ON- mil! APX PMECr No.: 17-0107.58 D%kWN BY: C. BELLO C14ECKED BY. M. ABBEY THIS DRAWING IS COPMGKrED AND IS ME SOLE PROPERlY OF THE OMER. ff IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUATES. REPRODUMON OR USE OF THIS DMW[NG ANO/OR THE INFORMATION CONTAINED IN IT IS FORB PERM�DDEN WITHOUT THE WRITIEN SSION OF ME OMER. A a UNGINEZZING GROUP 3400 W�OE DR� SUM 525 MJR�R. M 33027 CERTIRCATE OF �ORIQMMN JII9*S at&t 8601 SUNRISE WUUUARD P�AMON. M 333n A .,I ........ pif 7',", No. 68312 T rm :41 DATE OF SI�211F- II/l/17 INDRIO 6189 N FEDERAL IRGHWAY FORT PIERCE. FL 34946 SHEET XWE COMPOUND PLAN I SKEET NUMBER C 1 TOP LF LOW EL 44307 E)=NG AT&T ANTENNA TO BE REMOVED AND RMACED CM. OF 9) ---------- 3 E)asnNG AT&T RAYCAP FIBER DISTRIBUTION EXISTING AT&T RRU UNIT TO BE TO BE RB40VED AND 0 1/ RELOCATED EXISTING VERIZON WIRELESS ANTENNAS RELOCATED (TYP. OF 3) /1 :SR�g�V- I / s", EL. 230'± ELEV. C OR 208,± EXISTING T-MOBILE ANTENn EL 21 EXISTING AT&T ANTENNA— DaSTING AT&T RRU TO BE REMOVED RAD CENTER OF PROPOSED AT&T —4—/ P2= MOUNT TO BE REMOVED AND CM. OF 3) REIPLACM (TYP. OF 3) —EXISTING 480'± GUYED TOWER :M02 PUMAND fLL PROPOS-10 Vglizf( EXISTING SPRINT rl A R I- �CTT ANYC0lr!,'MCT!Cjlj* Mdr 10 1. AWE EL 1M5E NOTES- KCZUD BY Firl-D INSPECT RG THA—s 0 ri3l REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. IilllkY BE NECE&SARY IN OFE, � 2 0 EXISnNr 480'± C-2k,'21 V WITH A I I E rv��rn GUYED TOWER EXISTING ANTENNA PLAN - ------ S;� 2 "g, PROPOSED AT&T ;ED AT&T ANTENNA MOUNT (TYP. OF RRU (rYP. OF 6) EXISIING YAGI ANTENNA (TYP.) .3) LE (0 p V, 5--� RELOCATEI) AT&T PAYCAP FIBER DISTRIBUTION UNIT RELOCATED AT&T ELEV. RRU CM. OF 3) PROPOSED AT&T ANTENNA 0 (TYP- OF 9) (SEE NOTE 2) NOTES SEC7! 0 1. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ADVISE MASTEC EXISTING 480'± GUYED CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME. z /-g'\ PROPOSED AT&T PAYCAP TOWER 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION FIBER DISTRIBUTION UNIT ANDHEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING C". OF 2) TOWER.CONSTRUCT10N SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSISREPORT HAS BEEN COMPLETED BY A PROFESSIONAL NOTES- ENGINEERREGISTERED IN THIS STATE, CONCLUDING THAT THE ENSTINGTOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION AND PROPOSED LOADS. UNIT WITHIN 15 FEET FROM ALL RRH'S. 2. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. RLEVATION 1 PROPOSED ANTENNA PLAN N Ts .3] F'RLV DATE DMCPJFMON PROPOSED ATaT APPROVED PROPOSED AT&T APPROVED 0 11/1/171 MR PERMIT PROPOSED ANTENNA TILT MOUNTING BRACKET MOUNTING BRACKET BRACKET PROVIDED W1 (TyP- OF 2 PER RRU) CTYP. OF 2 PER RRU) ANTENNA l�r—PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ ANTENNA C".) �X PROJECT NO.: 170107.88 DRAWN EY: 0. RR I CHECXE0 Elf. M ABBEY PROPOSED AT&T ANTENNA (TYP.) THIS DRAWING 6 COPYRIGHTED AND IS �ESOUE PROPERTY OF THE OWNEEL rr IS RODUCIED SOLELY FOR USE W �E OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING —PROPOSED ANTENNA AND/OR THE INFORMATION COWIAINED IN MOUNTING PIPE (TYP.) IT IS PC ECISMDEN THE MITTEN ON W0nFHTH1jEr L—PROPOSED AT&T RELOCATED AT&T RRU (TYP.) RRU PROPOSED ANTENNA /-,-N —PROPOSED ANTENNA MOUNTING PIPE (TYP.) MOUNTING PIPE CM.) 0 u cl E N G I N 2 0 11 N G G 10 U P NOTES' NOTES' JQO MBIDE ORNL SUITE 525 PROPOSED ANTENNA MIR�R, � M027 BRACKET PROVDED W/ 1. UNIT SHALL BE MOUNTED AS PER 1. UNIT SHALL BE MOUNTED AS PER CEXRn�X OF �UTHORIU�10N 31949 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 13Y AJSC. 'SNUG TIGHr CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL NTS 1 RRU MOUNTING DETAIL NMI 2 RRU MOUNTING DETAIL NMI 3 EXISTING TOWER THEEC,� rLp,'N3 AND ALL PR0?0s?_:D WORK at&t LEG (TYP.) _.,��_PROPOSED ARIE SUEJECT T 0 ANY GCFR,"WT,,!0,5)3 27A* o.D. MOUNTING 0501 W SUNRISE 80U�ARD - u r P"AnON. M =2 PROPOSED ANTENNA MOUNT PIPE (4!-0' LONG) (TYP.) RECUIRPI) DY HELD INSPECTORS THPT (CONNECr-rr f PiFM12-3-3-98-3. ril,.,`�Y BEE NECESSARY IN ORDER TO ........ OR APPROVED EQUAL) A. p PROPOSED RAYCAP POLE MOUNT ALL APPLICALILE CODEG. %% ....... BRACKET (PROVIDED BY MANUFAC71URER) %% C E N P FIBER OR DC 10 13UNDLE % PROPOSED OR RELOCATED AT&T RXfCAP No. 683 Lp FIBER AND DO DISTRIBUTION UNIT PROPOSED ANTENNA MOUNT FRAME C".) ST E PROPOSED FIBER AND DC CABLE ROUTED FROM EQUIPMENT % (2) W ROSENBERGER THREE PAIR POWER %% CABLES PAgrj WR-VGSW-SRD AND (1) ;6' ROSENBERGER 18-PAIR DATE OF S=RF- 11/1/17 .4 haER CABLE PARri Fg-Lgas-634-imm PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS RUBBER GROMI*MEr T (1) ROSENBERGER SINGLE PAIR POWER (CONNECr-rr, OR CABLE SUPPORT BLOCK INDRIO CABLES PART# WR-VGS=-BRDA AND APPROVED EQUAL) (CONNECT -IT, OR (1) ROSENBERGER SINGLE PAIR FIBER APPROVED EQUAL) CABLE PART# FO-LOBB-035-5000 PER RRH) 6189 FEDERAL HIGHWAY NOTES: PROPOSED CLAMP (CONNECT IT f FORTNFa CIE FL 34946 CCIOO-B) C".) SHEL7 NAME PROPOSED 2WO ANTENNA 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. LE. COPY DET'AILS MOUNTING PIPE (8'-0- LONG) 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG nGFrr CONDITION AS INCLUDED WITH MOUNT KIT) DEFINED BY ASO. 3. CONTRACTOR SHALL INSTALL RAYCALP DISTRIBUTION UNIT WITHIN 15 FEET FROM SHM Num ALL RRHI'S. SEE` �ANTENNA MOUNT DETAIL NTsj 4 1 SURGE SUPPRESSOR MOUNTING DETAIL NTs 5 FIBER AND DC CABLE MOUNTING DETAIL NTS L C,3 N& H xk�\ @ H LEGEND, D A SECTOR GROUND BAR (TYP) B COLLECTOR GROUND BAR C ANTENNA D SINGLE FAIR FIBER & DO POWER E 1/2- JUMPER CABLE (TYP) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNrr H REMOTE RADIO UNIT (RRU) (IF APPUCABLE) I DOB RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) J #2 AWG SOUD RARE OR JACKETED TINNED COPPER (TYP.) NOTES: 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SMALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. % PROVIDE WEATHER PROOFING AND GROUNDING KIM TO BOND DO 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 SMALL 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 GROUN BAF LE COPY #2 AING SOLD BARE OR JACKETED TINNED COPPER (TYP-) V SS WASHER %'Xg'4* SS BOLT TJA SS WASHER SS LOCK WASHER SS NUT THESE VMS AIM PLL PROPOS�D Woig( A KE S!J1 r JIC C T T 0 1-.. tj Y 0 OF1 I� � CTi j u- �, 15 R ci.� - �'MPPD By HZI-D INSPECTOMS T!1�7 rillAy BE [%IECESSARY IN"DR-02K. TO NOTES, COMil`V WITH AL!_ APPLICABLE Ct-"IDEO'. 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. A ENGINEERING GROUP 3400 WESIDE DR� � 525 A�l R �027 CERTRCATE DF TYPICAL GROUND BAR CONNECTION DETAIL NTsl 2 _E� at&t 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. 8601 W SUNRISE 30U�ARD �AIRON. � 3M= ....... p ....... if� C E Iq No. 6a3l 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. S. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALUC 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. UQUID—TIGHT FLEXIBLE METAILLIC CONDUIT (UQU[D—TrrE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ST IF ID . ........ L DATE OF =RE- II/l/17 6. WIREWAYS SHALL BE EPDXY —COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD: SHALL 13E PANDUIT TYPE E (OR EQUAL); AND RATED NEMA I (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 I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. INDRIO 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 I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 6189 N FEDER& HIGHWAY FORT PIERCE FL 34M 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. SKEET NMUE 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. DETAILS .�ANTENNA GROUNDING SCHEMATIC (TYP.) _N�[l I GROUNDING NOTES C4 DC / FIBER DEMARCATION BOX RAYCAP DC FT13ER DEMARCATION BOX-- CABLES MOUNTING HEIGHT I MODEL I QUANTITY MODEL I SIZE I QUANTTTY LINE ±208'-O' DCB-48-60-18-8F 3 — NI 'ERGER (18) MR FIBER TRUNK ��08ZG V8" 3 ±270'-O' (6) CONDUCTOR SHIELDED DC CABLE 3/4j 6 1 +270'-O� ANTENNA AND COAX SCHEDULE ANTENNA CABI � RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH RAD CENTER ANTENNA MAKE ANTENNA MODEL ANTENNA (QM MECH DcwNnLT ELECT DOWNTI CABLE MODEL SIZE III OF p fAmm CABLE LENGTH P ER UNE COLOR CODE MODEL OTY. OTY. MODEL OTY. MODEL TOWER GROUND QUANTITY MODEL OTY. ALPHA (Al) 345' 208'-0' ANDREW 80010864 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) -- 3/a.. 2 15' 1 RED RRUS-32 1 ROSENBERGER SINGLE PAIR DC CA13LES (DC6 TO RRU 7 16' 2 ls� 1/2- COAX JUMPER (RRU TO ANTENNA 1 2" 6 — 10, 1-5/8- COAX 1-5 8" 2 — —?70' SWER ALPHA (A2) ALPHA (A3) 345'. 208'-0' ANDREW 80010864 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) —�/S' —2 15' 3 RED RRUS-11 I ROSENBERGER SINGLE PAIR DC CABLES D 0 RRU) C§ L 7/16" 2 RRUS-32 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 ALPHA (A4) 345* 208'-0" ANDREW 80010864 1 ROSENBERGER FIBER JUMPER (DC6 TO RRU) 318" 2 15' 4 RED ROSENBERGER SINGLE PAIR DC CABLES (OCS TO RRU) 7/16" 2 15' 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 10' 1 5/8- COAX 1-5/8- 2 27Y— BETA (61) lov 208'-0' ANDREW SBNHH-ID85A I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3 8' 2 15' I BLUE RRUS-32 I ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15' — 1/2- COAX JUMPER (RRU TO ANTEN A) 1/2- 6 10, 1-5/8- COAX 1-5/8 270' el - BErA (B2) -2 z t BETA (83) 105, 208--0- ANDREW SONHH-lD85A I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8 2 15' 1 5' 3 BLUE RRUS-11 1 - - ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15' RRUS�32 I - - 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 10' BETA (B4) 105, 208'-0* ANDREW SBNHH-lD85A I ROSENBERGER FIBER JUMPER (DC6 TO RRU) 318.. 2 15' 4 BLUE ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 1 0 1-5/8- COAX 1-5/8' 2 7 21 GAMMA (GI) 230' 208'-0' ANDREW SBNHH-ID85B 1 ROSENBERGER FIBER JUMPER (DCS TO RRU) 3/8.- 2 15' 1 1 GREEN RRUS-32 RRUS-32 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU) 7/16- 2 15, 1/2- COAX JUMPER (RRU TO ANTENNA) 112- 6 10, 0 1-5/8- COAX 1-5/8 2 270' GAMMA (G2) GAMMA (G3) 230' 208'-0" ANDREW SeNHH-lD85B 1 ROSENBERGER F113ER JUMPER (DC6 TO RRU) 31B., 2 IS' 3 GREEN RRUS-11 I - - ROSENBERGER SINGLE PAIR OC CABLES (DC6 TO RRU) 7/16- 2 15' —(Y RRUS-32 I - - 1/2' COAX JUMPER (RRU TO ANTENNA) 1/2" 6 1 GAMMA (G4) 230' 208'-0" ANDREW S13NHH-ID85B I �O—SENBEKHR F18ER JUMPER (DC6 TO RRU) 3/8- 2 15 1 4 GREEN ROSENBERGER SINGLE PAIR DC CABLES (DC5 TO RRU) 7/16- 2 15' 1/2- COAX JUMPER (RRU TO ANTENNA) 1/2- 6 10, 1-5/8- COAX 1-5/8' 2 270' DELTA (Dl) DELTA (02) MjAft VMiC ME= S.- DELTA (D3) -7 — LE �E I I 1 — TOTAL EASTING 1 12 1.620' TOTAL TOTAL 0 TOTAL 1 0 0 0 F -9- F -o T R ED C R�OV 9 POWER 1B 270' TOTAL EPLACED 9 F OVERALL TOTAL 9 TOTAL FTB—ER 18 270' LEGM JUMPER 54 540' 5(l 6. TING Er 3 810' (E) = E)CIS ,..ANTENNA AND COAX SCHEDULE aft-u-Da. — 77�