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HomeMy WebLinkAboutAT&T - JAISLAND Design�• f ck _ VICINITY MAP �� � f�Pem SITE LOCATION eQ. ` (lnePM Oo. PROPERTY SUMMARY FOLIO 1425-606-XXXX-XXX-X PROPERTY OWNER SEVENTY EIGHT HUNDRED CORAL LIMITED PARTNERSHIP 7800 CORAL ST LAKE WORTH, FL 33462-6102 27.490581' N I ONGfTUDE 80.298306' W 70NING JURISDICTI ST. LUCIE COUNTY DESIGN CRITERIA DESIGN WIND SPEED: 160 MPH ULTIMATE. 3-SECOND GUST) 124 MPH NOMINAL 3-SECOND GUST) EXPOSURE: D RISK CATEGORY: II OPEN STRUCTURE RF DESIGN VERIFICATION JAISLAND (FA 10016809), 3100 N HIGHWAY A1A FORT PIERCE, FL 34949 5G, 5C, 4C, 3C AND 4TX4RX INSTALLATION MRTFL003591 PROJECT DESCRIPTION INDEX OF DRAWINGS 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT SHT' NO. DESCRIPTION INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. T1 TITLE SHEET 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND T2 GENERAL NOTES C1 ROOF PLAN SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. C2 EXISTING ANTENNA PLANS C3 PROPOSED ANTENNA PLANS 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A C4 ELEVATION WIRELESS INSTALLATION: CS DETAILS REMOVAL OF (3) EXISTING ANTENNAS C6 DETAILS REMOVAL OF (3) EXISTING DC2 SURGE SUPPRESSORS REMOVAL OF (5) EXISTING RRUS INSTALLATION OF (3) NEW ANTENNAS E1 DC ELECTRICAL DETAILS E2 GROUNDING DETAILS AND NOTES INSTALLATION OF (1 2) NEW RRUS INSTALLATION OF (3) NEW DC9 SURGE SUPPRESSORS 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 PROTECTION ASSOCIATION (NFPA) 70-14. NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TEA-222-G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE STANDARDS. 5. LIFE SAFETY CODE NFPA-101-2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICPN INSTITUTE OF STEEL CONSTRUCTION (RISC) 360-10 AND 341-10. B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. ©mm o o M6 ORANWC 6 COPMNR6m AND 6 THE SOLE PROPERTY OF ME OWNER. R f5 PRODUCED SOLELY FOR USE 9Y 1, OWNER MO ITS MTHA`7" 1 REPft0011C110II On U5E..OF m URrn ,. at&t FONT VLOfRWIF, R J]JOB r'A ONit<yr"„ I Digitally signed b ELIEZER DIA Date: 2020.07.0 JAISLAND (FA 10016809) ]100 N HXRYWAY AIA FORT PERM FL 34949 SHEET NNNE TITLE SHEET snEET —m T1 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LTC. 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. S. 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. S. 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. CURDS. 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 APPLICABLE 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 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. S. 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 ROW 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 8. 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. 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 B (Fy=46k..), 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=42kv1), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION. AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 3. WELDING' A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED %" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A 'SNUG TIGKT' 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. 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 & 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. LGENERAL NOTES 111 STEEL NOTES 13J 1 DRAWN BY: 1 I. GIRCIA 1 REPROOUCOON M USE I cip ENGINEERING G.- NPP YE OIdvE. Suit 525 at&t FORT �VUEROAIE. Rm E. Digitally signed ELIEZER DI Date: 2020.07 JAISLAND (FA 10016809) FORT PERM R M"9 SNEET NAPE GENERAL NOTES SNECI NIVBtR T2 EXISTING VERIZON WIRELESS ANTENNA (TYP. OF 4) EXISTING VERIZON WIRELESS EQUIPMENT PLATFROM EXISTING AT&T ANTED (TYP. OF EXISTING AT&T ANTENNA (TYP. OF 2) EXISTING SPRINT ANTENNA (TYP. OF 6) tLDIE: CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS .NEEDED TO CREATE SPACE FOR PROPOSED CABLES. COMPOUND PLAN DISH (TYP.) EXISTING ROOF DECK ❑o EXISTING VERIZON WIRELESS EQUIPMENT CABINET (TYP. OF 3) ' pD EXISTING ROOF — A — ----1� VENT (TYP.) EXISTING PARAPET I I ` WALL (TYP.) I I EXISTING SPRINT EQUIPMENT CABINET ❑ I (TYP. OF 2) PENTHOUSE i 1 1 I ROOF DECK EXISTING AT&T CABLE BRIDGE EXISTING AT&T ANTENNA (TYP. OF 2) EXISTING STEEL PIPE _3 I SCREEN RAIL C2 AEC1 EXISTING I p 1p5.� C4 EXISTING COOLING EQUIPMENT EXISTING AT&T EQUIPMENT SHELTER ROOF DECK jPROPOSED AT&T CABLES (SEE TABLE) e C5 D EXISTING AT&T GPS ANTENNA EXISTING CROSS �� -------�` OVER BRIDGE PENTHOUSE EXISTING AT&T COAX BRIDGE ROOF DECK ° 2 ❑ I C2 EXISTING ROOF DECK ? i I D I 1 I EXISTCABLE TRAY (T by � ------ O O SECTOR CABLE LENGTH A 100'2 B 45't C tOO't EXISTING DISH (TYP.) APX PR0.1EM NO.: 20-0341,02 DRAWN fD^. I. GARCN CHECKED BY: LL ABBEY MIS q c IS COPYRIGHTED AND IS TIE SOLE PROPERTY OF INE OWNT"��- R PRODUCED WY FOR USE BI OWNER AND IR AFBLNTES. 1 REPROOUCTION CR USE W WS DR AND40fl Tff INiDRWTKIN WM ' IT IS FORBIDDEN 1YI.IOIIf THE WR J PERMISSION OF TIE OWNFA. A aut FD. =R= ni moo Dig ally signE d by I LIEZER AZ R te: 2020. .09 d i`�R..V O • 15: :42 T O JAISLAND (FA 10016809) FORE PG, FL U"9 SHEET NAME ROOF PLAN SNEEf NwBFR C1 EXISTING AT&T �--� ANTENNA PROPOSED • N RRUS-4449 85 83/D12 �9 PROPOSED AT&T 2 RRUS-SW B2/866 e ePROPOSED CS AT&T ANTENNA PROPOSED AT&T FIBER OISTRIBUTKI4 DC SURGE SUPPRC5 F UNIT (SEE NOTE ePROPOSED AT&T ROOF DECK CS RRUS-4475 B30 ePROPOSED AT&T C5 RRUS-SED 8/4 HOLES 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UtIIT WITHIN 15 FEET FROM ALL 2. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN (SECTOR A) ePROPOSED AT&T RRUS-8M B2/866 2 PROPOSED AT&T CS RRUS-4449 95/B12 C ROOF DECK PROPOSED AT&T 3 RRUS-4478 614 CS PROPOSED AT&T 3 RRUS-"15 B30 W EXISTING AT&T ANTENNA PROPOSED AT&T RAYCAP FM DtSTRUMON AND CSDC SURGE SUPPRESSOR UNIT (SEE NOTE 1) /Ae ( Cs PROPOSED AT&T— ANTENNA 0 HOSES, 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT' WITHIN 15 FEET FROM ALL RRUS. 2. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN (SECTOR C) EXISTING ROOF DECK EXISTING COOLING EQUIPMENT HOLES, 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRUS. 2. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN (SECTOR B) APx PROJECT NO: 40-O2N1.0Y ptAWN (fY: E GARCM PROPOSED AT&T 3 74, CHECKED W. M. ABBEY RRUS-4415 g25 CS - ms DRAmnO s coPYRK O ,wD s THE SDIE PRWDEIY OF mE 6WNEN. rt 1 PROPOSED AT&T ANTENNACS IS PR MEO SOLELY FOR USE BY n; OWNER AND 05 AFFlLNTES. REPRODUC110N pi usE OF TI05 DRAW AND/OR TIE INFORNATKXI CONTA➢ED R IS PORBIDDEN WIFN nE WRIITE.' PERY65gN OF mE OWNER PROPOSED AT&T 3 G5 SENOR RRUS-44719 B14cip 0ipti PROPOSED AT&T =X f NG I N! f R 1 N G RRUS-8843 B2/866 CS e 3.R WME DM — 525 EXISTING AT&T ANTENNA CEROFKATE OF NNHORI-N 31943 PROPOSED AT&T RAYCAP FIBER DISIRIBLITION AND DC SURGE SUPPRESSOR UNIT (SEE NOTE 1) _ PROPOSED AT&T e RRUS-4449 B5/B12 aw M. FOR! WIDE R 33309 i 3itally sis r ed by ELIEZE DIAZ Date:, 20 07.09 / 1 24:01 ' 04'00 JAI SLAND (FA 10016809) 31 D0 N Hx Y AIA FORE PERCE, FL 3049 SHEET NAY PROPOSED ANTENNA PLANS SHEET NDNBER C3 ,�, � 1� NOTE: PROPOSED ANTENNAS SHALL BE PAINTED TO MACH EXISTING BUILDING. PROPOSED AT&T ANTENNA (TTP. OF 3) (SEE NOTE) EXISTING AT&T ANTENNA (TrPJ BAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS EL 15Ps TOP OF MACHINE ROOM ROOF EL 153 t TOP OF PARAPET WALL EL 141EL f almm ovv.� o ROOF SLAB EL 138 tt ENGINEERING GEOUP N SN1[ 525 at&t Fp I. NEPPUE. R ]]]U9 Di ally sign ELIEZER by DIAZ Date: S,prE/'`. O7 ONAIEP.. 15 :13 JAISLAND (FA 10016809) 3E31W N HY AIA FONT PFRVE, R 34919 RADE �- ELEVATION EAST ELEVATION ® d l C4 REV DATE DEBCAIPDON A 6/4/10 PRO-HBNARY a 6/18/30 REVISED PROPOSED ANTENNA TILT BRACKET PROVIDED W/ 0 7/8/20 FOR PERWT ANTENNA EXISTING PIPE (TYP.) EXISTING PIPE (TYP.) PROPOSED PIPE --- BRACKETS PROVIDED W/ ANTENNA (TYP.) ox PROJECT NO_ 20-0241.02 j PROPOSED AT&T 2 3 ANTENNA (TYP. C4 C4 i•'=„ PROPOSED RRU MOUNTING BRACKET PROVIDED BY O O PROPOSED ED RRU PROVIDED BY DRAWN BT: I.GARDA CHECKED BY: M. ABBEY nIsSOUE a1FWac s COP1` x E O AHD s 5EPRWUaD MILE FOR USE BY T. I MANUFACTURER (TYP.) kANUFACTURER (TYP.) OWNER AND M AFFIL14M. , REPRODUCIpN OR USE OF uGs DIVA. AND/OR THE INFORWIKKI COMADSD j —EXISTING ANTENNA B IS FORBIDDEN WnH= THE WRRD'.' . PERKs510N DF THE o6T M MOUNTING PIPE j i __ I I PROP RRU (TYP.) AT&T 2 J C7 C7 - PROPOSED AT&T 4 5 RRU (TYP.) C7 C7cip ENGINEERING PROPOSED ANTENNA BRAMET PROVIDED W/ ANTENNA ANT NOTES- 1. UNIT SHALL BE MOUNTED AS PER - MANUFACTURER'S RECOMMENDATIONS. NOTES, 1. UNIT SWILL BE .MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. '•� N�R.N.w, FL WOO s:s CERTIF—E OF —foal- 31948 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL — 1 RRU MOUNTING DETAIL NTs 2 RRU MOUNTING DETAIL NTS 3 ���� EXISTING MAST PIPE PROPOSED UNISTRUT PIPE CIAPY _7 LWDERD4E, R J]3CB PROPOSED x•. BOLT INTO UNISRMf CHANNEL NUT (TYP.) PROPOSED AT&T FIBER DISTRIBUTION AND FIBER OR DC BUNDLE Digitally si . j ied ``°' "•'. SURGE SUPPRESSOR UNIT (PART / DC9-48-60-24-PCIS-EV) (TYP.) PROPOSED FIBER AND DC CABLE ROUTED by ELIEZER date: 2020. i •; ' AAZ b •y s rE "_ FROM EOUIP11ENT • (3) Ti' R 13ERGER THREE PAIR POWER CABLES PART% WR-VG88AT-BRD AND O I 15:24:23 - .09 <On,..�o ............ 1 oNna••• 00 (1) %- ROSENBERGER 18-PAIR FIBER CABLE PART1 F8-L988-235-50000 (SECTOR A) PARf� FB-L988-235-30000 SECTOR 8) PART] FB-LS88-235-50000 SECTOR C) PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RtM UNI15 (1) ROSENBERGER SINGLE PAIR POWER CABLES PARTJ WR-VC82ST-BROA AND (1) ROSENBERGER DUAL FIBER CABLE RUBBER GROMMET (CONNECT-R, OR APPROVED EQUAL) CABLE SUPPORT BLOCK (NNECTmrr, OR APPROVED EQUAL) JAISLAND (FA 10016809) PART# FB-L98B-058-5D00 (T1'P. PER RRH) NOTES: O N _ FORE PIERCE. M 34 2A9 SHEET NAME 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DETAILS DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM y 9 Dt ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTs 4 FIBER AND DC CABLE MOUNTING DETAIL Nrs 5 (NOT USED) 6 C5 c-i SIDE VIEW SIDE VIEW z I 41m PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW MANUFACTURER: C MMSCOPE MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON MODEL SBNHH—ID859 MODEL' RRUS-8543 82/066A MODEL' RRUS-4449 B5/B12 WEIGHT: , 42.1 LEIS (WITHOUT MOUNTING KIT) WEIGHT. 72.0 UBS WEIGHT. 71.0 LBS ANTENNA SPECS -11 RRU SPECS NTSJ 2 RRU SPECS PITS 3 13.26' 5.9 r. si(. LIEU L SIDE VIEW �,s.9z• SIDE VIEW 201 13.4 ------ SIDE VIEW ci 13.4* PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON MANUFACTURER: RAYCAP MODEL RRUS 4478 B14 MODEL RRUS 4415 B30 MODEL DC9-48-6D-24—PC16—EV WEIGHT:� 59.4 Les WEIGHT: 47.4 UBS WEIGHT: 34.9 LEIS IRRU SPECS -14 RRU SPECS -151 SURGE SUPPRESSOR SPECS NTS, 6 cl ENGIN EE ING GROUP at&t IRE&, gitally ied by -IEZER DIAZ Date- .07.09 :24:35 JAISLAND (FA 10016809) 31M N NK Y JUA FORT PERM Fl. 34949 .M hNUNE DETAILS .E N-8EN C6 MOTES: 1. CONTRACTOR STALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 2. CONTRACTOR STALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. RISER DIAGRAM (TYP. PER SECTOR) REV DALE DESOiO'IIDN A 0/4/20 PRELNNMT e 0A0M0 RENSED DRAWN BT: I. GVRCIA CHECK. BY: M. ABBEY TN6 DRAMNG 6 COPYRX�TFD AND 6 THE SOLE PRDPERIY OF THE OWNF^ ^ 6 PRODUCED SOLELY FOR USE M IIND I IFTILMTR REPROOUCOMR OR USE OF TN6 OF 1 7 4 2 5 3 6 2 1L -- 25A I c3p ENGINEERING GROUP N uAPnl�iaRE, R DROVE.2)O: 535 CERTIFlUTE OF /NTMWInTON D1— 30A-------- �`------- -- FlRSi NET RRH 25A -o —rt------- -- WCS RRH aw 25A SNR[ET 20A ------ LTE Di DIGITAL IO2.1 DEFWF, R 3]]OD i ally UNIT sign by „ LIEZER IAZ ate: 2020.)7.09 15: :46 JAISLAND KEYNOTE LEGEND: (FA 10016809) 1. -48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). 3. RAYCAP FIBER AND'DC DISTRIBUTION UNIT (DC9-48-60-24-PC16-EV). FONTDP��', RY AIA 949 4. 8B AWG CONDUCTORS. E" TRUE 5. PROVIDE (2) 6-CONDUCTOR p8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP DC ELECTRICAL SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. DETAILS 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. SNEEf NWaEA 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. d E1 DC RISER DIAGRAM 1 PROPOSED AT&T ANTENNA (TYP.) EXISTING GROUND PROPOSED AT&T BAR ANTENNA MOUNTING PIPE (TYP.) PROPOSED AT&T RAYCAP FIBER AND DO DISTRIBUTION UNIT (TYP.) PROPOSED AT&T RRUS-4478 814 PROPOSED AT&T RRUS-4415 B30 (TYP.) PROPOSED AT&T RRUS-4449 85/1312 (TYP.) PROPOSED AT&T RRUS-8843 82/BB6 (TYP.) EXISTING SECTOR GROUND BAR (TYP.) PROPOSED /2 SOLID COPPER TINNED IN NMLT (NON-METAWC LKHXD-TIGHT) (TYP.) NOTES. 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE 7P-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-76416, 02 SOLID COPPER TINNED IN NMLT (NON-METALLIC LIQUID -TIGHT) (TYP.) %' SS WASHER %-XY4- SS BOLT %" SS WASHER )6' SS LOCK WASHER W SS NUT 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/WARRANtt: 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. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TITS FLEX) SMALL 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 NEVA 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. 1 GROUNDING DIAGRAM (TYP.) NTsl 1 1 GROUNDING NOTES 131 aLv A a/oLRsGB/P- B ICAS1201 TH6 DRAMNG IS COPYRRirtEO AND IS THE SOLE PROPERTY OF THE OWNER rt IS PRODUCED SOLELY FOR USE BY 1: OWNER AND ITS AFFILIATES. REPftOgICfION OR USE OF THIS 0" IT IS F Tt£ INFORwTION CONWNFI rt 1s FORBIDDEN ttrtllOuf THE Mn PERI6 UON OF THE OM m ENGINEERING GROUP 340o Y E9mE wvE. —E sRs 9uuut, R S30P CERF—i OF AUMOMMUUN 31940 at&t POMI ODUDERNRE. iL -1 )igitally Ined by _LIEZER D Date: te: 0.07.09 =ate 5:24:58 JAISLAND (FA 10016809) 3100 N HXiTNAY AIA FORT PERM R 34949 SHEET NAME GROUNDING DETAILS AND NOTES SHEET NUMBER E2 SECTOR AZIMUTH IR I". ALPHA (Al) 345' 157'-0' COMMSC ALPHA (A2) - - - ALPHA (A3) _ - _ ALPHA (A4) 345' 157'-0' COMM BETA (B1) 105' 157'-0" COMMSC BETA (B2) - - - BETA (B3) BETA (B4) 105, 157'-0" COMMSC GAMMA (G1) 225' 157'-0" COMMS( GAMMA (G2) - - - GAMMA (G3) - - - GAMMA (G4) 225' 157'-0' COMMISI DELTA (DI) - - - DELTA (D2) - - - DELTA (D3) - - - DELTA (D4) - - - DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLE TING HEIGHT MODEL QUANTITY MODEL 157'3 DC9-48-fi0-24-PC16-EV 3 ROSENBERGER (18) PAIR FIBER TRUNK b8 AWG CONDUCTOR SHIELDED DC CABLE ANTENNA AND COAX SCHEDULE CABLES MECH _ ^ELECT_ CABLE MODEL I SIZE „N-Cf C W - 11.9' ' SBNHH-1D85B 1 D ' 7.1 H = 72.9 - - WEIGHT 42.1 LBS - - - - w - 11.9' SBNHH-1DB 85 1 0 - 7.1' H - 72.9' WEIGHT 42.1 L85 W - 11.9' SBNHH-11)858 1 D - 7.1' H 72.9' WEIGHT 42.1 LES - - - - w - 11.51 SBNHH-1D85B 1 D- 7.1' M - 72.9' WEICHf 421 LBS W = 11.9' SBNHH-1D859 1 0 - 7.1' H - 72.9' WEIGHT 42.1 LBS - - - - w - 11.9' SBNHH-1DS59 1 0 - 7.1' H - 72.9' WEIGHT 42.1 LOS ANTENNA AND CABLE SCHEDULE ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 4 15, 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8' 1 15' ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2' 6 10' 78'CDAX 78' 2 E ROSENBERGER FIBER JUMPER DC6 TO RRU 3 e" 4 15' ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 4 15' 1 2' COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - - - 15' 10' ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8' 1 15' ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16' 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1/2' 6 10' 7 B' COAX 7 8" 2 E ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 4 15' ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 4 15' 1 2' COAX JUMPER RRU TO ANTENNA 1 2" 6 1D' - - - 10' ROSENBERGER FIMPER DC6 TO RRU 3/8- 1 15' ROSENBERGER SINGLBERE PAIRJUDC CABLES DC6 TO RRU 7 i6' 1 15, 1 2" COAX JUMPER RRU TO ANTENNA 1 2' 6 10' 7 8' COAX 7 8" 2 E TOTAL ACTIVE COAX 6 (E) FIBER POWER 15 15 225' 225' JUMPER 5/1ET6' CABLES 36 3 360' - Ma lli ' 000=1 000=1 aeevi ®aeaei 000=1 000=1 aeaei aeaei ' avM avesl veal �0001 Ew-==x= aeasl aeael �oeel ��oeel aeeel aeael aeeol aeeel aeael aeael evaal ®aeeel evael excel novel ®�oeel aeael avael �mOOOI l3 Mon! aeael aveel aeeel �aeeel aeeel aveel avael �aveel aveel evael �oeel �oael aeael aeaal eveel 0 0 001 aveel avael aeeel �aeeel aeeel 000 Hi aeael �aeeel aeevl aeavl aeavl �aeaal aeael aeavl MODEL REV DA1E Df9Fb'110N A B/4 PRFL14NMr FI B/115/20 REMSEG 0 1 7/BM Fpi PD'(IIIT A EN ERINGNG GROUP 340D MfSIDDE D`rvE2ujTE 525 R. at&t fORI W10ERp4E. R SJ]09 Digitally signed I ELIEZER DIf Date: 2020.07.1 JAISLAND (FA 10016809) 3100 N Hrt]IA'AY AIA FORE PEREL, P. mug SHEET NN1E ANTENNA SCHEDULE SHEET NUMBER AN-1 July 8, 2020 Saint Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Special Inspection Letter of Intent [5G,5C,4C,3C,4TXRX] AT&T Site: JAISLAND [FA #10016809] Site Address: 3100 N Highway A1A, Fort Pierce, FL 34949 APX Project: 20-0241.02 Dear Sir or Madam: APX Engineering Group, LLC (APX) understands that Saint Lucie County requires that, as special inspector for the subject construction project, APX supplies specifications setting forth the procedures to be taken for the required inspections. The purpose of these inspections will be to determine if the installation of the antenna equipment is in substantial accordance with the approved construction drawings prepared by APX dated July 8, 2020. Such special inspections will be performed in accordance with Section 110.10.1.1 of the Florida Building Code and will include, but not be limited to, the following: 1. Inspect anchoring, spacing and mounting of the proposed antennas to the existing building structure. 2. Inspect mounting of proposed remote radio 'units (RRUs) and proposed peripheral equipment to the existing building structure. This will be a one-time inspection performed at the completion of construction. The final letter of compliance will be provided to the building department. This letter has been prepared for the purpose of fulfilling the requirements of Saint Lucie County with respect to the specific installation described. It is intended for the exclusive use of Saint' Lucie County and AT&T. The information, assumptions and recommendations contained in this letter should not be used by others for any purpose without express written authorization from APX. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, APX Engineering Group, LLC Eliezer Diaz, P.E. Senior Engineer Florida License #85219 Digitally signed by ELIEZER DIAZ Date: 2020.07.08 ' 13:27:33 -04'00 maWW ON TIE W1E PIICAIED /DYLRfILY UWNGgA pNAI j.IR�SWIC a June 1, 2020 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 13 .LEE ENGINEERING GROUP Subject: Structural Evaluation — Existing Building (5G/5C/4C/3C/4TXRX) AT&T Site: AT&T: JAISLAND (208G-1039) PACE: MRTFL003610, MRTFL003623, MRTFL003591, MRTFL003619, MRTFL003614 Site Address: 3100 N Highway A1A, Fort Pierce, FL 34949 APX Project: 20-0241.02 Dear Mr. Demarco: APX Engineering Group, LLC (APX) has completed an evaluation of the effect on loading of the subject structure created by the addition of new equipment. This evaluation was based on published catalog information, information obtained during our site visit, previous site construction drawings, the antenna mount calculations by APX dated June 1, 2020, and information provided by AT&T. The intent of this letter is to assess the effect of the proposed addition of new telecommunication equipment upon the supporting structural system, which include the existing building structure. The proposed antenna equipment loading will impose approximately 5 square feet of project wind area and 450 pounds of weight increase spread over three locations already being occupied by AT&T equipment on the existing structure. The projected wind area increase as a result of the proposed equipment is less than ten percent and the weight increase is negligible in comparison to the weight of the building. In accordance with the Florida Building Code — Existing, 611 Edition (2017), Sections 402.3 and 402.4, these are acceptable limits of load increase. Therefore, based on our evaluation of the above -referenced information, it is our opinion that the subject supporting structure will support the proposed AT&T loading. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. J* :..nouvvars.._ Sincerely, APX Engineering Group, LLC Digitally signed by MICHAEL PHILLIPS Date: 2020.06.01 "13:08:17 -04'00 Giovanni Hall, E.I. Michael A. Phillips, P.E. Engineering Intern Chief Engineer Florida Registration #1100023242 Florida License #68312 M DOD" WS BaN c1FCllIG Y SIMJ NO SFv [n 81 %%%1:' x MAIDS iVfd11]t Ul :1E FAC 16�'S'OSSnQMCk ronaurtr LL�OA6U(K WfAtIAE FI KYG17dYLE r&M , MM A D%IIfK 61;RIE411E iSSUm BY DART, K �Ih1C0 CWE40F iN50001ETT�FE k0I WIlSOQ®Slf iDAKI SF111ED N✓D I�E614YA;IRF Rit¢VFA6QAOHAY/EtEClidiC0�E5 PERMIT# T ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BIUILDING PC, RIMIT SUS -CONTRACTOR AGREENIEN7' BRADLEY CONN - MASTEC NETWORK SOLUTIONS have agreed to be (Company Namc/lttciividunl Narttc) the ELECTRICAL Sub -contractor for MASTEC NETWORK - STANLEY M� (TYpe of Trade) (Primary Contractor) For the project located at 3100 N A1A, FORT PIERCE (ROOF ANTENNAS) (Project Strect Address or Property Tax TD 1/) It is understood that, if there is any change oi'status regarding our participation with the above mentioned project, the -Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub -contractor notice. CONTRACTOR s ,NATIIRF. (Qualifier) STANLEY MACLIN PRINT NAME COUNTY CF.RTIF1CA•110N`Nj,UMMIlt� StufcoPt�loridu,4ouut}•of_tlL.���� The foregoing instrument was signed before me this __ )_.. day of who Is personally known 'X_ar has produced a as idrif icaflun. S � .SdAv f� !'Cpottail J.'tXtil11 Signature or Notary Pubic S ga 67116,el.[C itie �C� C1(G 3� p Print N ame of Notary Public Nn m to Revised 11/16/20I6 titiN-CONTRA("OR SI(,>ATURG (Quafilicr) BRADLEY CONN PRINT NAME C/ �Uo�C//F COIINTV CF. HFICATFON NI1MURR State Or Florida, County of a _�(t, The foregoing instrument was dgned before me this day of C1�� �Il� n ` Doi C/ISY1Ir1 by ti+ 8 ; • p'I'n who is persmt:di} itnownor has produced a p'! • to; relenti0cution. it m c O'o S All& SITANt 0,31, Signaturi of Notary Public � =8 - . �cm hQd1Cn ALN)-k PLIU10 Print M1 me of Notary Puhlic �d Notary Public Sate of Florida Of Raphaella L De .:, My Commission GG 322620 o) M1 FX9066 04/11/2023