HomeMy WebLinkAboutPLANS 261
AMEMCANTOWERO
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
5080 = RELAY TOWER, FLORIDA
200 FT GUYED TOWER MODIFICATIONS
AS -BUILT SIGN -OFF
OESCRIPnm
SIGNATURE
DATE
CONTRACTOR NAME
CONTRACTOR REPRESENTATIVE (PRINT NANIE)
CONTRACTOR REPRESENTATIVE (SIGNATURE)
REDEVELOPMENT PAt (PRINT NAME)
IFIEDEVELCPAONr PJ& (SIGNATURE)
PROJECT SUMMARY
ATC PROJECT NUMBER_ OAA697703C6_08
CUSTOMER: AT&T MOBILITY
CUSTOMER SITE NAME: RIVER PARK
z
CUSTOMER SITE NUMBER- WA
1480 DYER ROAD
SITE ADDRESS: PORT SAINT LUCIE, FL 34952
DATE: 06122117
GEOGRAPHIC COORDINATES: 27.324500
-80.311200
PROJECT DESCRIPTION I SHEET
THE MODIFICATIONS PRESENTED ON THESE DRAWINGS
ARE BASED ON THE RECOMMENDATIONS OUTLINED IN THE
STRUCTURAL ANALYSIS CONIPLETED UNDER ENGINEERING
PROJECT NUMBER OAA697703 C3 05 DATED 05112117.
SATISFACTORY compLEnoN 6F -ffiE WORK INDICATED ON
THESE DRAWINGS WILL RESULT IN THE STRUCTURE
MEETING THE REQUIREMENTS OF THE SPECIFICATIONS
UNDER WHICH THE STRUCTURAL WAS COMPLETED.
I Poo I I
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SCANNED
BY
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G3NNVOS
THECSE PLANS AND ALL PROPOSED ViORK
.z ARE SUBJECT TO ANY CORRECTIONS ,
.REQUIRED BY FIELD INSPECTORS THAT.
!05. MAY 8 C- N EC ES CA RY- I M 0 R D E R TO.
COMPLY WIT H I'll. APPL1=11 CODES'
SHEET TITLE
B-1
BILL OF MATERIALS
IGN
IBC GENERAL NOTES
sic
SPECIAL INSPECTION CHECKLIST
A-1
MODIFICATION PRORLE
A-2
DIAGONAL INSTALLATION DETAILS
A-3
GUY WIRE TENSION CHART
GUY WIRE RETENSIONING AND STANDARD SAFETY'
F_j
MODIFICATION FABRICATION DETAILS
DETAILS
:4 WA
0
0
0
0
0
0
0
AL
A%M
ATC TOWER SERVICES, UjC
35DDIMGENCYPARMAY
SUITE 100
CARV. NC 27518
PHOPM(919)46MI2
COA: 9053
DESCRIPMON BY DATE
RRST ISSUE DRV OGr22n7
A
ATCSrTrNU&lHER:
6080
ATC SITE NAME --
RELAY TOWER
FLORIDA
SITEADDREW.
1480 DYER RGAD
PORTSAINTLUCIE.FL349W
K -
E N
No. 77258
STATE F
DRAWN Br.
I3RV(rEP)
APPROVED BY.]
OATEDRAWN:
ITIM
ATC JOB 140,
1 OAA6WMG_CS_0S
COVER
SHEET NUMBEFt
REVISION:
COVER
0
GENERAL
1. ALL WORICTO BE COMPLETED PER APPLICABLE LOCAL. STATE, FEDERAL CODES AND
ORDINANCES AND COMPLY YM H ATC MASTER SPECIFICATIONS FORWIRELESS TOWER
SITES- THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ABIDING BY ALL
REQUIRED PERMITS
2- ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED
CONTRACTORS EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION.
13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY
INSTALLATION INTERFERENCE& ALL NEW WORK SHALL ACCOMMODATE EXISTING
CONDITIONS. DETAILSNOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW
SIMILAR DETAILS FOR THIS JOB.
4. ANY SUBSTITUTIONS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES AND
SPECIFICATIONS. AND SHOULD BE SIMILAR TO THOSE SHOWN- ALL SUBSTITUTIONS
SHALL BE SUBMITI ED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION.
S. ANY MANUFACTURED DESIGN ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OF
THESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN -
THESE DESIGN ELEMENTS MUST BE STAMPED BY AN ENGINEER PROFESSIONALLY
REGISTERED IN THE STATE OF THE PROJECT, AND SUBMITTED TO THE ENGINEER OF
RECORD FOR APPROVAL PRIOR TO FABRICATION.
6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETY
REGULATIONS.
7- THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL
MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS. ETC- NECESSARY. PER
TIA-1019 A-201 1. TO PROVIDE A COMPLETE AND STABLE STRUCTURE AS SHOWN ON
THESE DRAWINGS.
S. CONTRACTORS PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS
TO. ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT-
STRUCTURALSTEEL
I - ALL DETAILING. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM
TO THE AISC SPECIFICATIONS, LATEST EDITION-
Z ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED
AFrERFABRICATIONPERASIMA123. EXPOSED STEEL HARDWARE AND ANCHOR
BOLTS SHALL BE GALVANIZED PER ASTM A163 OR B695.
3. ALL U43OLTS SHALL BE ASIM A36 OR EQUIVALENT, WITH LOOKING DEVICE. UNLESS
NOTED OTHERWISE
4- FIELD CUT EDGES. EXCEPT DRIUrD HOLES. SHALL BE GROUND SMOOTH.
5- ALL FIELD CUT SURFACES. FIELD DRILLED HOLES & GROUND SURFACES WHERE
EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED
WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZ]NG COMPOUND PER
ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.
6. ALL STRUCTURAL STEEL EMBEDDED IN THE CONCRETE SHALL BE APPLIED WITH (2)
BRUSHED COATS OF POLYGUARD CA-14 MASTIC OR EQUIVALENT. REFER TO THE
MANUFACTURER SPECIFICATIONS FOR SURFACE PREPARATION AND APPUCATIONL
APPLICATION OF POLYGUARD 400 WRAP IS NOT ESSENTIAL
7. CONTRACTOR SHALL PERFORM WORK ON ONLY ONE (1) TOWER FACE AND
REPLACMEINFORGE ONE (1) BOLTIMEMBER AT A TIME
8. ALL FIELD DRII LFn HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE
STANDARD HOLES. AS DEFINED BY AISC. UNLESS NOTED OTHERWISE.
.A
I
11 MAXIMUM ALLOWABLE ANGLE CLIP 11
- - - - - - - - - --- AREAOFANGLE
TO BE CUPPED
1.5XL
MAX
PAINT
1. AS REQUIRED. CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAAADVISORY
CIRCULAR AC 7017460-IK
WELDING
1- ALLWELDING TO BE PERFORMED BYAWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE
WITH THE LATESTEDITION OF THEAWS WELDING CODE DI.I.
Z ALL WELDS SHALL HE INSPECTED VISUALLY. IF DIRECTED BY ENGINEER OF RECORD. 25% OF WELDS
SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE (1000% IF REJECTABLE DEFECTS
ARE FOUND) TO MEEIFTHE ACCEPTANCE CRITERIA OFAWS DI.l. REPAIR ALL WELDS AS NECESSARY.
3-
BYANAWS CERTIFIED WELD INSPECTOR-
4- ALL ELECTRODES TO BELOW HYDROGEN. MATCHING RI I FR MErAl- PER AWS Di.l. UNLESS NOTED
GTHERVVISE-
5� ALL WELDING ON LATTICE TOWERS
STRUCTURES SHALL BEDONEWITt
E70)D( ELECTRODES- ALL WELDING ON POLE
JNLESS NOTED OTHERWISE.
Ii. PRIOR TO MELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING Irr
BEYOND ALL FIELD WELD SURFACES. AFrER WELD AND WELD INSPECTION IS COMPLETE. REPAIRALL
GROUND AND WELDED SURFACES WITH 2RC GALVILrTE COLD GALVANIZING COMPOUND PERASTM A781
AND MANUFACTURERS RECOMMENDATIONS.
BOLT TIGHTENING PROCEDURE
1. STRUCTURAL CONNECTIONS TO BEASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC-2W4
(SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS.)
2 FLANGE BOLTS SHALL BE INSTALLED ANDTIGHTENED USING DIRECT TENSION INDICATING PEE)
SQUIRTER WASHERS- On SQUIRTER WASHERS ARE TO BE INSTALLED AND ORIENTED MGHTENEO PER
MANUFACTURER SPECIFICATIONS TO ACHIEVE DESIRED LEVEL OF BOLT PRE -TENSION.
I IN LIEU OF USING DTI SQUIRTIER WASHERS. FLANGE BOLTS MAY BE TIGHTENED USING AISC I RCSC
-TURN-OF-THE-NUT` METHOD, PENDING APPROVAL BY THE ENGINEER OF RECORD (EOR)- TIGHTEN
FLANGE BOLTS USING THE CHART BELOW.
APPLICABLE CODES AND STANDARDS
1. ANSWUL STRUCTURAL STANDARDS FOR STEELANTENNATOWERSAND
ANTENNA SUPPORTING STRUCTURES, 222-G EDITIOAL
2 2012 INTERNATIONAL BUILDING CODE (FORSPECIAL INSPECTION
REQUIREMENTS ONLY�
3.
BUILDING CODE (2014)
4- ACI 318-. AMERICAN CONCRETE INSTITUTE. BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE. 31841.
5. CRSI: CONCRETE REINFORCING STEEL IMSTffUTF_MAh[UALOFSTANDARD
PRACTICE, LATEST EDITION.
6. Al=. AMERICAN INSTITUTE OF STEEL CONSTRUCT[OAL MANUAL OFsTEEL
CONSTRUCTION. LATEST EDMON.
7- AWS: AMERICAN WELDING SOCIETY DI-1. STRUCTURALINEUDING CODE�
LATEST EDITION -
SPECIAL INSPECTION
1. A QUALIFIED INDEPENDENT TESTING LABORATORY. EMPLOYED By THE OWNER.
SHALL PERFORM INSPECTION AND TESTING IN AcroRDANcEwrrH ISO 2m.
SECTION 1704 AS REQUIRED BY PROJECT SPECIFICATIONS FORTHE FOLLOWING
a) STRUCTURAL WELDING (CONTINUOUS INSPECTION OFFIELD WELD ONLY)
b) HIGH STRENGTH BOLTS (PERIODIC INSPECTION OFA32S EXTENSION
FLANGE BOLTS TO BE TIGHTENED PER 9IMN-OF-THE-NUTMETHOD)
2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS To
BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS
THE BUILDING DEPARTMENT. THE ENGINEER OF RECORD. AND THE OWNER IN
11r
BOLTS LJP70AND INCLUDING 2D INCH LENGTH
-1/3 TURN BEYOND SNUG TIGHT
ACCORDANCEWITH IBG201Z SECTION 1704. UNLESS THE FABRICATOR IS
sw
BOLTS UPTOAND INCUJDING2 S INCH LENGTH
-143TURN BEYOND SNUGTIGHT
APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORKWITHOUT THE
3w
BOLTS UPTOAND INCLUDING 3J) 94CH LENGTH
+13TURN BEYOND SNUGT1GHT
SPECIAL INSPECTION&
7Ar
BOLTS UPTO AND DJCLL13M a5 INCH LENGTH
+1)3TURN BEYOND SNUG TIGHT
V
BOLTS UPTO AND INCLUDING 4.0 INCH LENGTH
-lfJ TURN BEYOND SNUG TIGHT
14T
BOLTS IF TO AND INCLUDING 4.5 INCH LENGTH
+IJ3 TURN BEYOND SNUG TIGHT
IAW
BOLTS UPTO AND INCLUDING 50 INCH LENGTH
ASTURN BEYOND SNUG TIGHT
11AW
BOLTS LIP TO AND MILUDING r5 INCH LENGTH
+103 TURN BEYOND SNUGTIGHT
I-10
BOLTS LIP TO AND INCLUDING 410 INCH LENGTH
+1/3 TURN BEYOND SNUG TIGHT
1027
BOLTS2ZTO4.0INCHLENGFH
SIT
BOLTS Z75 70 52 INCH LENGTH
3w
EXoLTsa25TO6.0INCHUENGTH
7fir
BOLTS 3.75TO 7A 14CH LENGTH
1.
BOLTS425TO&O "LENGTH
IAT
BOLTS 4.7570 92 INCH LENGTH
I-lW
BOLTS SM TO 10.0 INCH LENGTH
I-W
BOLTS 17570 11.0 04CH LENGTH
142P
BOLTS 6.25TO 12 0 INCH LENGTH
+12 TURN BEYOND SNUG TIGHT
+lr2 TURN BEYOND SNUG TIGHT
+112 TURN BEYOND SNUG TIGHT
+12 TURN BEYOND SNUG TIGHT
+lf2 TURN BEYOND SNUG MGHT
+I)2TURNBEYONDSNIJGTIGHT
4- SPLICE BOLTS SUBJECTTO DIRECTTENSION SHALL BE INSrALUED AND TIGHTENED ASPER SECTION
82-1 OF THEAISCSPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS. LOCATED IN
THE AISC MANUAL OF STEEL CONSTRUCTION- THE INSTALLAT10N PROCEDURE IS PARAPHRASED AS
FOLLOWS.
FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF THE
METHODS DESCRIBED IN SUBSECTION 021 THROUGH 82A.
821 TURNlOF-NUT PRETENSIONING
BOLTS SHALL BE INSTALLED IN ALL HOLES OFTRE CONNECTION AND BROUGHTTO A SNUG
TIGHTCONDITION AS DEFINED IN SECTION B-1. UNTILALL THE BOLTS ARE SIMULTANEOUSLY
SNUG TIGHTANDTHECONNECTION ISFULLYCOMPACTED. FOLLOWING THIS INITIAL OPERATION
ALL BOLTS IN THE CONNECTION SHALL BETIGHTENED FURTHER BY THE APPLICABLEAMOUNT OF
ROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION THERE SHALL BE NO
ROTATION OF THE PART NOTTURNED BY THE WRFNCH. TIGHTENING SHALL PROGRESS
SYSTEMATICALLY-
5- ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHTTO A SNUG TIGHT CONDITION AS DEFINED IN
SECnONS.10FTHESPECIFICATION-
ALL BOLTHOLES SHALL BEALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE
DAMAGETO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONED
AS REQUIRED AND NUTSITHREADEDTO COMPLETE THE ASSEMBLY. COMPACTING THEJOINTTO
THE SNUG -TIGHT' CONDITION SHALLPROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART
OFTHEJOKT. THE SNUG -TIGHTENED CONDITION IS THETIGHTNESS THAT IS ATTAINED WITH A
FEW IMPACTS OFAN IMPACTVARENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN
OROINARYSPUD WRENCHTO BRING THE CONNECTED PLIES INTO FIRM CONTACT -
A
AM
mme
ATC TOVVM SFRVICES, LLC
3500 REGENCY PARKWAY
SUITE1100
CARY, NC 27518
PHONE. (919)46BM12
COA- 9053
CC iZAR 1;;..A WY �-- �MD
W�M�.COWRAUGR(S)�
REV. DESCRIPTION BY DATE
FiRsTISSUE DRV 09=17
A
ATC SITE NUMBER
5080
ATC SITE NAME:
RELAY TOWER
FLORIDA
SITE ADDRESS:
1480 DYER ROAD
PORT SAINT LUCIE, FL 34952
i
. %lillmill
LA/V
of Lu Z7.-
FL
DRAWN BY.
DEW (TEP)
APPROVED BY-
AT?KCI
DATEDRAWN:
oarmi7
ATCJOBNO:
OAA697M�-CELDB
IBC GENERAL NOTES
SHEET NUMBER
REVISION:
IGN
1 0
THE SPECIAL INSPECTION (81) PROCEDURE IS INTENDED TO CONF[RMTHATCONSTRUCnON AND IINSTALLATION
MEETS ENGINEERING DESIGN. ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FORVORELESSTOWER
SITES -
TO ENSURE THATTHE REQUIREMENTS OF THE SI ARE MET. IT IS VITALTHATTHE GENERAL CONTRACTOR AND THE
INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON ASA PO IS RECEIVED FROM AMERICAN TOWER
L CORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY WILL PROACTIVaY REACH OUTTO THE OTHER PARTY. IF
CONTACT INFORMATION IS NOT KNOWN. CONTACT YOUR AMERICAN TOWER POINTOFCONTACT.
SPECIAL INSPECTOR
THE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING A PO
FROM ATC- UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUSP
• REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.
• WORK WIT-ITHE GENERAL CONTRACTOR TO DEVELOP A SCHEDULE TO CONDUCT ON.SITE INSPECTIONS.
INCLUDING FOUNDATION INSPECTIONS.
• ANY CONCERNS WITH THE SCOPE OF WORK OR PROJECT COMMITMENT MUST 13E RELAYED TO THE ATC POINT
OF CONTACT IMMEDIATELY.
THE SPECLPLL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND TEST
REPORTS. REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS. CONDUC71NG THE IWFIEUD
INSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.
THE GENERAL CONTRACTOR 13 REQUIRED TO CONTACT THE sl INSPECTOR AS SOON AS RECEIVING A PO FOR THE
MODIFICATION INSTALLATION OR TURNKEY PROJECT TO. AT A MINIMUM:
REVIEW THE REQUIREMENTS OF THE SI CHECKLIST,
• WORK WITH THE SI TO DEVELOPA SCHEDULE TO CONDUCT OWSITE INSPECTIONS. INCLUDING FOUNDATION
INSPECTIONS.
• BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS -
THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.
SPECIAL INSPECTION CHECKLIST
IRSPEcnom DocumEw
DESCRIPTION
INSPECTIONTESTING
RESPONSIBILITY
IN REVIEW REQUIRED
INSPECTION FREQUENCY
REQUIRED
PRE CK
DURING CX
POST CX
PERIODIC
I CONTINUOUS
DOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHER
SPECIAL INSPECTION FIFi n WORK & REPORT
AUTHORITIES HAVING JUPJSD[CnOhL INSPECTION PARAMETERS TO FOLLOW ATUS STANDARD SPECIFICATION FOR WIRELESS
-w#
SI
TOWER SITES -
ENGINEERING ASSEMBLY DRAWINGS
GC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN St REPORT
GC
-#IF
FABRICATED MATERIAL VEPJFICAT10N & INSPECTION
MTR AND OR MELL CERTIFICATIONS FOR SUPPLIED MATERIALS GG SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN St
st
REPORT WHEN REQUIRED BY ATC
INSPECTION AND REPORT OFSTRUCTURAL WELDING PERFORMED DURING PROJECT COMPLETED BYA CAll AND INCLUDED
CERTIFIED WELD INSPECTION
WITHIN SI REPORT
GC/TA
VISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION. REBAR PLACEMENT. CASINGISHORINGIFORMING
FOUNDATION INSPECTION & VEPJFlCAT10N
PLACENENT.AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT -TO BE SI APPROVED PRIOR TO CONCRETE POUR AND
SI
DOCUMENTED IN THE SI REPORT
ANCHOR, ROCK ANCHOR OR HELICAL PULL-OUT TEST
PULL TESTING OF INSTALLED ANCHORS TO BE COMPLETED AND DOCUMENTED IN SI REPORT
GCITA
CONCRETE MD(DESIGN. SLUMP TEST. CONPIUESSIVE TESTING. AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROVIDED
CONCRETE ZNSPECT10N & VERIFICATION
FOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS
GCITA
(INSPECTION FREQUENCY IS MARKED CONTINUOUS)
DYWIDAG PLACEMENTIANCHOR BOLT EMBEDMENT- EPDXY(GROUT
ANCHORfRAR EMBEDMENT. HOLE SIZF- EPDXVIGROUT TYPF- INSTALLATION TEMPERATURE AND INSTALLATION SHALL BE
INSTALL
VERIFIED BY THE SI AND INCLUDED IN THE 81 REPORT
GCISI
BASE PLATE GROUT INSPECTION & VERIMCAT10N
BASE PLATE GROUTING TYPE AND PLACEMENT SHALL BE CONFIRMED BY THE St AND INCLUDED IN THE SI REPORT
GCISI
EXCAVATION. FILL. SLOPE. GRADE AND OTHER EARTHANORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI AND
EARTHWORK INSPECT10N & VERIFICATION
INCLUDED IN THE SI REPORT
GCITA
CONTRACTOR SHALL PROVIDEAN INDEPENDENTTHIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FOR
COMPACTION VERIFICATION
COMPACTION TEST OF SOILS IN PLACETO ASTM STANDARDS.
GCITA
GC SHALL PROVIDE DOCUMENTAT10N SHOWING THATTHE GROUNDING SYSTEM SHALL HAVE A MEASURED RESISTANCE TO
GROUND TESTING & VERIFICATION
THE GROUND OF NOT MORE THAN THE RECOMMENDED 10 OHMS. PER THE ATC CONSTRUCTION SPECIFICATION UNDER
GC
SECnON 2 15 THIS DOCUMENTATION MUST BE AN INDEPENDENT CERTIFICATION.
'ASUAL OBSERVATION AND APPROVAL OFSTEEL CONSTRUCTION TO BE PERFORMED BY THE SL INSPECTION TO INCLUDE
STEEL CONSTRUCTION INSPECTION & VERIFICATION
VERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF E)aSnNG CONSTRUCTION PER ENGINEERED PLANS. DETAILED
SI
VERIFICATION SHALL BE INCLUDED IN SI REPORT-
OWSITE COLD GALVANIZING VERIFICAT10N
SI SHALL VERIFY WTTH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORT
GC
GUY WIRE TENSIONING & TOWER ALIGNMENT REPORT
GC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY AND
GC
INCLUDE PLUMB AND TENSION REPORTING IN SI REPORT.
DRAWINGS WITH CONSTRUC TION RED -LINES
GC SHALL SUBMITAS-BUILr DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FOR
GC
GG AS -BUILT
APPROVAUREVIEW AND INCLUSION IN SI REPORT
SI AS -BUILT DRAWINGS WITH INSPECTION RED-UNES (AS REQUIRED)
SI SHALL SUBMIT-AS-BUILT'DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WlTHIN SI REPORT
SI
'TIA INSPECTION
SI SHALL COMPLETE TIA INSPECTION AND PROVIDE SEPARATE TIA INSPECTION DOCUMENTATION TO ATC cm
81
PHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION. ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRIP
PHOTOGRAPHS
FOLLOW UP TO BE INCLUDED WITHINTHE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.
GCISI
NOTE: SPECIAL INSPECTIONS ARE INTENDED TO BE A COLLA130RATIVE EFFORT BETWEEN GC AND SL WHENEVER POSSIBLE GG IS TO PROVIDE SI VITTH PHOTOGRAPHIC OR OTHER ACCEPTA13LE EVIDENCE OF PROPER INSTALLATION IF PERIODIC INSPECTION FREQUENCY IS ACCEPTABLE. THE GC AND 81 SHALL
WORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.
TABLE KEY:
SI -ATGAPPROVED SPECIAL INSPECTOR CX - CONSTRUCTION
GC - GENERAL CONTRACTOR CM - CONSTRUCTION MANAGER
TA - 3RD PARTY TESTING AGENCY ATC - AMERICAN TOWER CORPORATION
A
Amw
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY.NC27518
PHONE.- (919)468-0112
CDA' 9053
W�� CWUPACMPIS)��AM
REV. DESCRIPTION BY DATE
DRV Dfir
Z%---FRU—lSSUF 017
'A
A
ATCSITENUMBER:
5080
ATC SITE NAME. -
RELAY TOWER
FLORIDA
SITE ADDRESS:
1480 DYER ROAD
PORT SAINTLUCIF FL34952
IV
N
No. 77258
STATE Qr
0
DRAWN
DRV (TEP)
APPROVED BY:
ATIKCI
DATE DRAWN:
06rM17
ATC JOB NO:
OAA69T703LCELD8
SPECIAL INSPECTION
CHECKLIST
SHEET NUMBER:
REVISION:
sic
1 0
PLUMB AND TENSION NOTES-
1- PLUMBANOTENSION TOWER UPON THE COMPLETION OF ANYOTHER REQUIRED STRUCTURAL
MODIFICATIONS DETAILED IN THE MODIFICATION PACKAGE REFERTO GUYWIRE TENSION CHART FOR
REQUIREDGUYWIRETENSIONVALUES-
Fl-- 2OW
[TOP OF STRUCTURE] 2- NOTIFYATC ENGIMEHRING PRIORTO RErENSIOMNG IF THE GUYANCHOR DROP, RISE OR RADIUS
EXCEEDS 15 FrATANYGUYANCHOR LOCATION OR IFANY GUYWIRE S12E DIFFERS FROM THOSE
STATED IN THESE DRAMIINGS-
L A 3- RETENSIONING OF EXISTING GUYVARES SHALL BE PERFORMED ATATIMEWHEN THE WIND VELOCITY IS
�,,ffiT-0M—ffYpOSEGJ
9 O�B[M
PRO SECTION112 Iz— RETENSION EXISTING SW ENS GUY WINE LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND THE GUY WIRES.
EL: 185X 1 LT- - 10% BREAKING STRENGTH 4- PLUMB THE TOWERWHILE FIETENSIONING THE EXISTING GUYWIRES. THE HORIZONTAL DISTANCE
El: JS0J(r BETWEEN THEVEIZTICAL CENTERLIKES ATANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OFTHE
VERTICAL DISTANCE BETWEENTHE TWO ELEVATIONS (EXAMPLE. MOTTO EXCEED 0 6 INCHES FOR 20
FEETVERTIGAL DISTANCE).
MOUNTIMAY REQUIRESUPPORr AND 5- THE TWIST BETWEEN ANY TWO ELEVATIONS SHALL NOT EXCEED 05 DEGREES IN in FEET. THEMAXIMUM
SELTIONII RE-NIOUNTING DURING INSTALLATION. TWIST OVER THE STRUCTURE HEIGHTSHALL NOT EXCEEDS DEGREES.
SEE NOTE BELOW. 6- SEEGUY WIRE RETENSTONING AND STANDARD SAFETY WIRE DEFAIWI SHEET FOR ACCEPTABLE GUY
WIRE TERMINATION EXTENSION, IF REQUIRED -
EL: 160ir INSTALLADDITIONAL DIAGONALS
TO FORM BACK-TO43ACK DIAGONALS 7- INSTALLI REINSTALL THE GUY ANCHOR SAFETY WIRE AS SHOWN ON THEGUY WIRE RETENSIONING AND
I2Ll3r4-Xl3WX3H6-I STANDARD SAFETY WIRE DE TAILS'SHEEr
SECTION 10 FROM EL. 11400 TO ISDff. & FOR GUY WIRE REPLACEMENT. PROVIDE TEMPORARY GUYING TO SECURE TOWER. CONTRACTOR TO
El- isailr SEESNEETA-21FOR ONLY REPLACE (1) GUYWIREATATIME
INSTALLATION DETAILS.
SECTIONS
EL: 140.lr . . . . YTrRElON EE;MLG 3W ILS GUY WERE AT&TMOBHUTY
PROPOSED
EL.- 1400 1 LT. 10% BREAKING STRENGTH (4)02lrBAWGS
(110-19'FIBERTRUKK
SECTIONS INSTALLED BUNDLED D(IS77NO
EL: 120ff RETENSION EXSYING 31r ENS GUY WINE ALONGSIDE 930STING COAX (TYP.)
EL. 12WILT--10% BREAKING STRENGTH 0
%7
SECTION7
EL: 100ff x RETENSIONEXISTINGStl6*1ENSGUYINIRE
xEL: qszTLF� —io% BffiEffiNTc--s-rpfEpiWii
SECTION 6
CIJMBIAIC PEGS ON LEO
EL: MIT NTH SAFETY CABLE 066606 000
SECTION 5
COAX DISTRIBUTION
EL-- 6off PETENSION EXISTING lr-� ENS GUY WERE
Elz 600 1 LT. = ID% BREAKING STRENGTH
SECTION 4
EL40-(r fl+H4 RETEMSION EXISTING 117'EKS GUY WINE
BECT10N 3
SECTION2
El� 10-Ir
SECTIONI
EL: 0-Ir FW. 4-,r
[BOTTOM OF S11RUCTUREJ
TOWER ELEVATION VIEW
INNER GUY ANCHOR CHART
A23MUTH
ELEVATION
I RADIUS
0
JSL
0.1y
14S(F
C(sm
iff
1 147 V
OUTER GUYANCHORCHA917
AZIMUTH
Ef�ATION
RAU] 2!
APM
D
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STR
CONTACTAMERICAN TOWER FIELD OPERATIONS WHEN EXISTING
EQUIPMENTINTERFERES WITH INSTALLATION OF MODIFICATION& ONCE
APPROVM EXISTING EQUIPMENTMAY BETENFORARLY MOVED DURING
MSTALLATICN&FtER&TALLEDTOTHEOIUGHIALHEIGHT&LOr-ATIONSY
CONTRACTOR POST COMPLETION OF MODIFICATIONS.
A
Am FEW
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY,KC27518
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CONTRACTOW)�
REV. DESCRIPTION BY DATE
FIRST ISSUE DFZV osrzmT
ATC SITE NUMBER
5080
ATC SITE NAME
RELAY TOWER
FLORIDA
SITE ADDRESS'
1480 DYER ROAD
FORT SAINT LUCIE. FIL 34952
K. A,,
GEN
No. 77258
STATE 0
R
0/i
DRAWN Br.
DRV (TIEP)
APPROVED BY
ATJKCI -
DATEDRAWN:
OaMI7
ATC JOB NOr
OAAWTT03 C6 08
MODIFICATION PROFILE
SHEErNUMBER
REVISION.
A-1
1 0
EXIS71NG TOWER
BOLT
lr-rOXTA325
W1 NLFr4.KW-FW Eft-
(rYp-)
STITCH BOLT
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[CONTRACTORTOPROVIDE
SPACERS TO MATCH
E)asnNG LEG THICIMESS-1
508G-2
DIAGONAL
(TYP-)
SEE SHEErF-1 FOR
FABRICATION DETAILS -
[AMBLE TO BE FIELD CUF AND
4DRU.ED- SEE DErAJL -B--]
FIELD DRILL NEW
IV16'0 HOLE IN
EMSTING DIAGONAL
TOACGOMMODATr
NEW UZO BOLT
(TYP-)
5080-3
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(ryp.)
SEE SHEET F-1 FOR
FABRICATION DETAILS -
[PLATE TO BE FIELD
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Ir-PDX I 3f4"A325
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(rYP-)
9116-0
NOTE..
CONTRACTOR TO REMOVE AND PROPERLY
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FROM EL- 140'-O*tTO ISW-Ut
EXIS77NG DMG01ML
5080-1
DIAGO:
(ryp.)
SEE SH F-I FOR
FABPJCAT10N DETAJLS.
[ANGLE TO BE FIELD CUT AND
DRlIl -SEEDETAIL-W-1
PARTIAL ELEVATION VIEW
SECTION 9 JEL: 14&-O"TO 15W-Ol
DETAIL W
FIELD CUT & DRILL
DETAIL"B"
FIELD CUT & DRILL
DETAIL OC"
FIELD DRILL
DIAGONAL
SEE SHEET F-1 FOR
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JCONIRAGTOR TO PROVIDE SPACERS
TO MATCH EKISTING LED THICINESS I I
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=0 REGENCY PARMAY
SUITE 100
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PHONE (919)4SM12
COA. 9053
�CDNMAGTCRES)�
REV. DESCRIPTION BY DATE
A FIRST ISWE 06=7
—DRV
A
A
A
ATC SITE NUMBER
5080
ATC SITE NAME
RELAY TOWER
FLORIDA
SITE ADDREW.
1480 DYER ROAD
PORT SAINT LUCIE. FL 34&-Q
'01iiiii" 4, 1/�,
K. LA/v
Z
E N
z
No. 77258
STATE 0
0, 1 OR
DRAVVN BY--
DRV (rEP)
APPROVED BY-
AVKCI
DATE DRAWN:
0SW17
ATCJOBNO:
QAA697M3 C6 08
DIAGONAL
INSTALLATION DETAILS
SHEErNUMBER:
REVISION:
A-,'
1 0
GUY WRE TENSION CHART FOR GUY ANCHOR "X'
GUYWIREDATA
MEASURED GUY WIRETENSION IN POUNDS
GUY
WIRE
SIZE
GUY
ELEV.
(Fr)
GUY
ANCHOR
RADIUS
(IFT)
GUYANCHOR
DROP
z
0
2
z r-
TENSION
DELTA DUE
iti Imp.
(LBS/DEG)
0* F
S*F
10* F
15* F
20*F
25'F
30'F
35'F
40'F
45'F
50*F
SS'F
60*F
65*F
70*F
75*F
80*F
85*F
90'F
95*F
100'F
105*F
I+/- Fr)FLEG
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LEIS
LBS
5/8" EHS
1853
159.0
1.0
A
10%
16.70
5242
5159
5075
4992
4908
4825
4741
4658
4574
4491
4407
4324
4240
4156
4073
3989
3906
3822
3739
3655
3572
3488
5/8" EHS
185.3
159.0
1.0
A
10%
16.70
S242
5159
5075
4992
4908
4825
4741
4658
4574
4491
4i07
4324
4240
4156
4073
3989
3906
3922
3739
3655
3572.
3488
3/4" EIS
140.0
159.0
1.0
A
10%
29.70
8582
8434
8285
8137
7988
7840
7691
7543
7394
7246
7097
6949
6800
6651
6503
6354
6206
6057
5909
5760
S612
5463
3/4" EHS
120.0
159.0
1.0
A
10%
36.19
8002
7821
7640
7459
7278
7097
6916
6735
6554
6373
6192
6011
5830
5649
5"S
5287
S"06-
�925
4744
4563
1 4382
1 4201
�/16"�EHHS
M
150.0
2.0
A
10%
2222
4875
4760
464
4531
4417
4302
4188
4073
3958
3844
:1779
361c;
:Irno
33EIS
3271
1 3156
3�42
2927
2812
2�98
Ess3
2 9
_1/2', S
a
60�0
150.0
2.0
A
10%
21.74
3994
2
3;811;6
37
3663
3560
3451
3342
3234
3125
2799
igii
L82!41
3.473612
1/2" EHS
40.0
150.0
2.0
A
10%
23.55
41 3
i i
i877
67
375n
2921
q�IA
2
2748
1 1630
GUY VARE TENSION CHART FOR GUY ANCHOR "B"
GUY WIRE DATA
MEASURED GUY WIRE TENSION IN POUNDS
GUY
WIRE
S12E
GUY
ELEV
(Fr)*
GUY
ANCHOR
RADIUS
(IFT)
GUYANCHOR
DROP
g
Z
2
z
r-
TENSION
DELTA DUE
TO TEMP.
(IBS/DEG)
0'F
S*F
10* F
IFF
20*F
I
25*F
30*F
35'F
I
40'F
I
45'F
50*F
55*F
60'F
65*F
70'F
75'F
80*F
85*F
I
90-F
F9F
100*F
105'F
(I/- FT)7LEG
LBS
LBS
UIS
UIS
I UIS
I LBS
LBS
UIS
UIS
LBS
I LBS
LBS
LBS
LBS
LEIS
LBS
LBS
LBS
LBS
5/8" EHS
1853
157.0
-.1.0
B
10 %
16A6
5228
5145
S063
4981
4898
4816
4734
4652
4569
4487
4405
4322
4240
4158
4075
3993
3993
3911
3828
3746
3664
3582
3499
5/8" EHS
1953
157.0
-1.0
8
10 %
16AG
5228
5145
5063
4981
4898
4816
4734
4652
4569
4487
4405
4322
4240
4158
4075
3993
3993
3911
3828
3746
3664
3587
3499
3/4- BS
140.0
157.0
-1.0
B
10 %
2937
8562
8415
8269
8122
7975
7828
7681
7534
7387
7241
7094
6947
6800
6653
6506
63 - 59
6359
6213
6066
5919
5772
5625
5478
3/4- EHS
120.0
157.0
-1.0
B
10 %
35,86
7982
7802
7623
7444
7264
7085
6906
6727
6547
6368
6189
6009
5830
5651
5471
5292
- 5292
V33
5113
4933
4754
4575
4396
4216
9/16" EHS
95.0
149.0
0.0
B
10 %
2223
4970
4756
4641
4527
4413
4299
4185
4071
3957
3842
3728
3614
3500
3386
3272
3 158
3158
3043
2929
2815
2701
2587
2473
1/2" EFIS
60.0
149.0
0.0
B
10%
21.70
3992
3884
3775
3667
3558
3450
3341
3233
3124
3016
2907
2799
2690
2581
2473
2364
r
23,4
2756
2147
2039
1930
1822
1713
1/2" EH5
40.0
149.0
0.0
B
.10%
23.S2
4201
3984
3866
3749
3631
3513
3396
3278
3160
3043
2925
2808
2690
2577
2455
2
2337
7
2220
2102.
1984
1867
1749
1631
GUY WIRE TENSION CHART FOR GUY ANCHOR "C"
GUY WIRE DATA
MEASURED GUY WIRE TENSION IN POUNDS
GUY
WIRE
S12E
GUYANCHOR
DROP
Zg
Z
:9
E
TENSION
DELTA DUE
To TEMP.
(LBS/DEG)
G'F
S*F
10*F
15'F
20*F
25*F
30*F
3S'F
40*F
45* F
50*F
55*F
60*F
65'F
70*F
75'F
80*F
85'F
90'F
95*F
200' F
105'F
Fr)
LBS
1.85
LBS
LBS
LBS
UIS
LBS
LBS
LBS
LSS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
LBS
UIS
5/8" EHS
1853
157.0
1.0
C
10%
16A6
5228
5145
5063
4981
4898
4816
4734
4652
4569
4487
4405
4322
4240
4158
4075
3993
3911
3828
3746
3664
3592
3499
5/8" EHS
1853
157.0
1.0
C
10%
16A6
5228
5145
5063
4981
4898
4816
4734
4652
4569
4487
4405
4322
4240
4158
4075
3993
3911
3828
3746
3664
3582
3499
3/4" BS
140.0
157.0
1.0
C
10%
2937
8562
8415
8269
8122
7975
7828
7681
7534
7387
7241
7094
6947
6900
6653
6S06
6359
6213
6056
5919
5772
S625
5478
3/4- EHS
120.0
157.0
1.0
C
10%
35,86
7982
7802
7623
7444
7264
7085
6906
6727
6547
6368
6189
6009
5930
5651
5471
5292
5113
4933
4754
4575
4396
4216
9/16" EHS
95.0
147.0
1.0
c
10%
22.65
4859
4746
4633
4519
4406
4293
4180
4066
3953
3940
3727
3613
3500
3387
3273
3160
3047
2934
2820
2707
2594
2481
1/2" EHS
60.0
147.0
1.0
C
10%
21.62
3987
3879
3771
3663
3555
3447
3339
3230
3122
3014
2906
2798
2690
258'.2
27474
3 6
'52
2150
2041
1933
1825
1717
1/2" EHS
40.0
147.0
1.0
C
10%
23AS
4099
3981
3864
3747
3629
3512
3394
3277
3160
3042
2925
2807
2690�257"3
245S
2 38
2220
2103
1986
1868
17SI
1633
1. ±IG% FOR GUYS � I'DINMETER. OF THE INITIAL TENSIONS SPErAnED ON
1 THE UM DEVIATION FROM THE DESIGN INITIAL TENSIONS ARE:
THIS TEMPERATURErrENSION CHART-
2- ±5% FOR GUYS � I'DIAMETER, OFTHE INITIAL TENSIONS SPECIFIED ON
THIS TEMPERATUREn ENSION CHART.
A
AIM FEW
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
CARY. NC 2YS18
PHONE.- (919) 46M12
COA: 9M
W��CDNTRACTGRJS)�
REV. DESCRIPTION By DATE
A FIRST ISSUE ORV 06rnn7
ATC SITE NUMBER:-
5080
ATC SITE NAME -
RELAY TOWER
FLORIDA
SITE ADDRESS:
1480 DYER ROAD
SAINT WCIE, FL 34952
K.
kGENS,�,
N 77258
o.
STATE OF z
R
0
DRAWN BY. DIZVUEP)
APPROVED BY ATIKCI
nATEoRAwN: ovam
ATCJOBNO: OAA697703L.CGL08
GUY WIRE TENSION
CHART
SHEETNUMBER:
A-3 I RE"os'ON'
STANDARD GUY WIRE HARDWARE
JAW & EYE TURNBUCKLE
DEAD END
DEALD END
THIMBLE
SHACKLE
GUY WIRE
VmBeestG�PuOG-6315
GRIP
SLEEVE
Vm BeesM E-6120
Vm Beest G� P60 G-5263
OR CmsbyCD HG-227
PREFORMEDO
PREFORMEDS
ORCmsby0G-4l4
OR CmdrQ r,2i30A
LU
Of
SIZE
U.T.S.
W.L.
SIZE
PIN 0
SIZE
SUE
Tgnu,
SIZE
SIZE
P9110
0
lrr ERB
26.9 K
135 K
718XIB
Sff
ir—r
ir_p
5W HVY
sw
314"
ir
c
91119'EHS
350 K
17.5 K
718XI8
3hr
silo,
3w HVY
5w
3W
5ArEHS
424K
212 K
I X 24
7Ar
5V
w
3WHVY
3w
7fir
314r EHS
5113 K
292 K
1 114 X 24
1 Ur
aw
WC
11 HVY
31C
7fir
OK
34,U K
1114X24
1118-
3W
31'r
IIIHVY
3W
7Ar
DEAD END GRIP
GUYWIRE
GUY WIRE 18GAGE GUYWIRE
SM GWIRE
SEE NOTE I
GUY WIRE TAIL
SEIZING WIRE INSTALLATION
TYPICAL DETAIL
SE17JNG WIRE INSTALLATION:
INSTALL SHACKLE
118GAGE
SEIZINGWIRE
SEE NOTES 2 & 3
1. LAY ONE END OF THE SEONG WIRE IN THE GROOVE BETWEEN TWO STRANDS IN THE GUY
WIRE AND WRAP THE OTHER END TIGHTLY OVER THE PORTION IN THE GROOVE
2 CONTINUE TWISTING WITH PLIERS TO TAKE UP SLACKAND TIGHTEN- WRAP SEJ7JNGWIRE
AROUND GUY WIRE FORA WIDTH EQUAL TO THE GUY WIRE DIAMETER.
3. WRAP SEIZING WIRE TIGHTLYAGAINST SERVING. WINDING TWISTED WIRE INTO KNOT
BEFORE CUTTING OFFENDS OF THE WIRE POUND KNOTSNUGLY AGAINST THE GUY WIRE-
5 THREADS.
bimfl�1:11
INSTALL LONGER
TURNBUCKLE
1 on f4
I. TO OBTAIN CORRECT GUY WINE TENSIONS. IT MAY BE NECESSARY TO REPLACE
THE DEAkD END GRIP (PREFORM) OF SOME GUY WIRES DUE TO EXISTING
OVER -CONTRACTED TURNBUCI(LES
2 IF EXISTING TURNBUCKLE IS ALREA13Y FULLY EXTENDED. THE COMBINATION OF
SHACKLES AND A LONGER TURNBUCKLE AS SHOWN MAY BE USED TO PROVIDE
REQUIRED ADJUSTMENT. ALTERNATIVELY. IF THE allSnNG GUY WIRE TAIL IS
LONG ENOUGH. THE DEAD END GRIP (PREFORM) MAY BE REINSTALLED TO
INCREASE THE OVERALL LENGTH OF THE GUY WIRE-
3. IF REMOVAL
BE REUSED -
GRIP (PREFORM) IS REQUIRED, IT CANNOT
4. IF EXISTING GUY WIRE GROUNDING IS REMOVED DURING MODIFICATION
INSTALLATION. IT MUST BE RECONNECTED AFTER THE CONIPLEnON OF THE
TOWER MODIFICATIONS- IF ORIGINAL GROUNDING IS BROKEN OR DAMAGED AND
CANNOT BE RECONNECTED. GUY WIRE GROUNDING IS TO BE REPAIRED OR
REPLACI=D-
ALLOWED GUY WIRE TERMINATION MODIFICATION TO RETENSION GUY WIRES
(2) WIRE ROPE CUPS, 318-
THREAD SAFETY WIRE THROUGH
ALL THIMBLES. TURNBUCKLE BODY
AND JAW EN13S THEN FASTEN LOOP
WITH (2) 3V WIRE ROPE CUPS -
3fir EHS
SAFETY WIRE
(15 IFT)
TYPICAL SAFETY WIRE INSTALLATION
DErA]L W/ SHACKLES
INSTALL SHACKLE
5 THREADS.
MINIMUM
ANCHOR HEAD PLATE
3V EHS
SAFETY WIRE
(15 FT)
x
(2) WIRE ROPE CUPS. 3fir
THREAD SAFETY WIRE THROUGH
ALL THIMBLES. TURNBUCKLE BODY
AND JAW ENDS THEN FASTEN LOOP
WITH (2) 319- WIRE ROPE CUPS.
TYPICAL SAFETY WIRE INSTALLATION
DEMIL W/O SHACKLES
AAARme
AW TOWER SERVICES, LLC
3530 REGENCY PARKWAY
SUITE 100
CARY,NC27S1S
PHONRIPHR41584112
COA-' 9053
REV- DESCRIPTION By DATE
RR&r ISSUE DRV 06T22117
A
ATCSITENLINBER:
5080
ATC SITE NAME -
RELAY TOWER
FLORIDA
SITEADDRESS:
14M DYER ROAD
PORTSAINTWaF-FL34952
LqlV
No. 77258
STATE 0
1p
-0
DRAWN BY.6
DRV (TEP)
APPROVED BY:
ATIKCI
nArEDRAwN:
OUnI17
ATCJOBHO,
OAA697M 06 08
GUY WIRE RETENSIONING
AND STANDARD SAFETY
WIRE DETAILS
SHEETNUMBER:
REVISION:
A-4
1 0
3 3fEr
5080-3
GUSSET PLATE
2114'
------------------------------------------------------------
--------------------------------
76'
-E
--------------------------------------------------------------------------------------------------------
7Ar
5080-2
MID -PANEL HORIZONTAL
2114'
---------------------------------------
--- -----------------------
----------------------------------------------------------------------------------------------------------
A
Ir
5080-1
MID-PANCL-H-ORIZONTAL
5080-3
PL 114"X 6 3/4'
0'-6 314r 1
3.29 3.4#
g2�2 i
L I 3W X 1 X47 X 3119'
2.§- 1
7.4# 7.8#
5080_1
L 1 314'X 1 3W X 3/16*
T-6;
7.4# 7.8ff
PART NO. I
DESCRIPTION
LENGTH NOTES
BUKWT GALVWT
MATERIAL: A36
FINISH: GALVANIZED
HOLES: 91 WO
A
AM <
ATC TOWER SERVICES, U-C d
35HI RMENCY PARKWAY
SUITE 100
CARY.NC27510
PHOM (919)46"112
COA: Saw
�COKTPACTOR(5)�
����OF�
REV� DESGRIPTION BY DATE
& IFIRST ISSUE DRV 06r22JI7
ATC SITE NUMBER:
5080
ATC SITE NAME
RELAY TOWER
FLORIDA
SITEADDRIEW.
1480 DYER ROAD
PORT SAINT LUCIF- FL 34952
L4A1
EN
No. 77258
s TATE OF
0
ORID
DRAWN BY: DRV frEP)
!YROVED By: ATIKCI
nATE DRAWN nsr22rl7
ATCJOBNO'. 0AA69T703LCSj08
MODIFICATION
FABRICATION DETAILS
LSHEErNUMBEER: REVIS101
: F-1 1 0
70 7 o �/O -5-
FILE COPY
COPY
7',
Alii
at&t
RIVERPARK
(FA 10016792)
/6T, LACIF COUATY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
r F L E 'EVIEWED By
bATE q e� - 7�-!Y
PLANSANDPERMIT/
MUST BE KEPT ON JOB OR
No INSPECTION WILL BE MADE
1480 DYER RUAD
PORT ST LUCIE, FL 34952
SCANNED
BY
3rd & 4th CARRIER OVEshl:0 County
LOCAL MAP
PROPERTY SUMMARY
PROJECT DESCRIPTION
INDEX OF DRAWINGS
FOI In
3414-501-0716-000-0
PROPERTY OWNER
AMERICAN TOWER SYSTEMS. INC.
P.O. BOX 723597
ATLANTA. GA 31139
LATITUDE
27.324510' N
LONGITUDE
60.311232' W
ZONING JURISDICTION
ST LUCIE COUNTY
I THE WIRF1 ESS COMMUNICATIONS FACILITY IS NOT
INTENDED FOR HUMAN OCCUPANCY.
2. THIS FACILITY DOES NOT REQUIRE POTA13LE WATER AND
WILL NOT PRODUCE ANY SEWAGE.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND
SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF
ANY DISCREPANCIES BEFORE PROCEEDING WITH THE
WORK OR BE RESPONSIBLE FOR SAME.
4. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE
SITE TO BE OFF -AIR FOR APPROXIMATELY 3 TO 7
DAYS).
5. THE SCOPE OF WORK CONSISTS OF PROPOSING A
WIRELESS INSTALLATION:
REMOVAL OF (9) EXISTING ANTENNAS
REMOVAL OF (3) EXISTING ANTENNA MCUNTS
INSTALLATION OF (9) NEW ANTENNAS
INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS)
INSTALLATION OF (1) NEW SURGE SUPPRESSORS
INSTALLATION OF (3) NEW ANTENNA MOUNTS
SHT.
NO.
DESCRIPTION
REV.
NO.
LI
X xc" N
PEI
TI
TITLE SHEEr
0
T2
GENERAL NOTES
0
C�j
COMPOUND PLAN
0
C2
ELEVATION AND ANTENNA PLANS
0
C3
DETAILS
0
El
DC ELECTRICAL DErAILS
0
E2
GROUNDING DErAJLS AND NOTES
0
— � rvp
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4, --
F "T I
VICINITY MAP
DESIGN CRITERIA
CODE COMPLIANCE
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FIA
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DESIGN WIND SPEED: 160 MPH (ULTIMATE. 3-SECOND GUST)
124 MPH (NOMINAL. 3-SECOND GUST)
EXPOSURE: C
RISK CATEGORY: 11
OPEN SrRUCTURE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE
CODES.
1 . FLORIDA BUILDING CODE. 5th EDITION (2014).
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11,
NATIONAL. ELECTRICAL CODE, 2011 EDITION.
3 ASCE 7-10.
4' TLA-222-G WITH ADDENDUM 1 AND 2 APPLICABLE
STANDARDS.
5. LIFE SAFETY CODE NFPA-101-2012.
6. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014).
7. AMERICAN INSTITUTE OF STEEL CONSTRUCI`ION (AISC)
360-10 AND 341-10.
B. UNDERWRITERS LABORATORIES (U.L)
APPROVED ELECTRICAL PRODUCTS.
9. LOCAL JURISDICTIONAL REQUIREMENTS.
10. CITY/CCUNTY ORDINANCES.
REVIEWEE)
FOR CO
EJRE�VIFWt
RF DESIGN VERIFICATION
j
lj�'�
PLANq AND PERMIT
MUST BE KEPT ON JOU
DESIGN BASED ON RFDS ID#
1411242 REV 0.1
DATED 2/22/17. CONTRACTOR
SHALL REQUEST CURRENT RFDS
AND CURRENT WORKBOOK FROM
MASTEC NETWORK SOLUTIONS
CONSTRUCTION MANAGER PRIOR
TO CONSTRUCTION
NO I!Nbk-t� I lu" -H L-
rHESE PLANS AND TLL PROPOSED WOF
K
ARE SUR.-IECT M AbDI CORRECTIONS
REQUIRED Eff nELD INSPECTORS
I= 8L NECESSARY' IN uptuhlAt To
pompryurfm L141 Ti=m InAK1,13 POPIFF
-------------- —
rREV
I DATE
DESCRIPTION
A
3/30/171
PRELMINARY
8
4/10/17
REMSED
0
7/18/17
FOR P�IT
PROJECT NO.: 17-0115.05
=mw N ... =
CHECKED BY,
P
c. sm-Lo
_
, 'BSEY o�
-1
THIS DMWINO 15 COPYMMIED AND IS
THE SOLE PROPER7Y OF ME OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ffS AITUATES.
REPRODUCnON OR USE OF MIS DRAWING
AND/OR ME INFORMAXION CONTAINED IN
Tr IS
1P-- 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 MWGER.
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 DEI`ALS. EXACT EQUIPMENT LOCATIONS MAY 13E 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 13Y 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 RESPONS113LE 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 PANT 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 07HERWISE 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 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS
LOCAL AND STATE CODES. ORDINANCES AND APPLJCA13LE 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. 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.
GENERAL NOTES
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 UTUTES SHALL BE RELOCATED AS DIRECTED 13Y
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 U`nL7nES 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 AN, MWPMUU
SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PRIEVENT EROSION. EROSION CONTROL MEASURESAF REQUIRED
DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL
S. THE SUB -GRADE SHALL 13E COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
9. BACKFlLL 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
IT. 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
MATERIAL;
A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL7.
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=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 ASTIM
A123 AND ASTM A153 STANDARDS.
Z. 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 I.I. LATEST REVSION.
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.
S. 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.
B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN X6 INCH TOLERANCE. STRUCTURAL STEEL SHALL
NOT BE FLAME CLIT 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 CONTFACTOR/STEEL FA13RICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE
CONTRACTOR'S OPTION, FIELD SPLICES MAY 13E 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 AZA SYMBOLS, AND SHOW SIZE. LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES. AND DIRECTIONS FOR
INSTALLAT10N OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS.
GENERATOR NOTES 1 3_
'REY
DATE
____s
DESCRIPTION
A
3/30/17
PRELIMINARY
B
4/10/17
RENI�
0
7/18/17
FOR PERMIT
PROJECT NOj 17-0115.0
DRAWN ft.
CHECIKED BY:
C, BELLO
u
EXISTING SPRINT
DIESEL GENERATOR
EXISTING SPRINT
CONCRETE EQUIPMENT PAD
EXISTING COAX
BRIDGE (TYP.)
PROPOSED AT&T CABLES
(APPROXaMATE LENGTH
240':k) (SEE NOTE)
,7� -�IL�
�x-x-x-x-x-x-x-x-x-x- tx-X-X-X-X-x
A/C C
z
x
x
EXISIING
SPRINT
EQUIPMENT
SHE -TER
EXISTING AT&T
E UIPMENT SHELTER
EXISTING
EQUIPMENT SHELTER
(US GOVERNMENT)
z
EXISTING
GRAVELED
A/C A C
AREA
EXISTING
ATC
EQUIPMENT
A/C I - -
SHELTER
x F- x x x - x
x
EXISTING 200'±
GUYED TOWER
L
EXISTING 16'± WIDE
ACCESS GATE
EXISTING 6' HIGH CHAIN—UNK
FENCE W1 3—STRAND BARBED
WIRE
NQMI
CONTRACTOR SHALL REMOVE EXISnNG UNUSED COAX AS
NEEDED TO CREATE SPACE FOR PROPOSED CABLES.
COMPOUND PLAN
EXISTING 13'± WID E
ACCESS GATE
E)(IS'nNG VERIZON—
WIRELESS LP TANK
ENSTING VERIZON —
WIRELESS EQUIPMENT
CABINET (TYP. OF 3)
MEN
X--=IX - x - x - x x - x
EXISTING SPRINT
EQUIPMENT CABINET
(TYP. OF 2)
EXISTING SPRINT
UTILITY H—FRAME
q 11 \ — — — J—
x EXISTING 12'± WIDE
ACCESS GATE
EXISTING VERIZON
WIRELESS LP GENERATOR
x
EXISTING UTILITY
H—FRAME (TYP.)
1
rRW
DATE
OESCR[MON
A
3/30/17
PREUMINARY
0
4/10/17
REVISED
0
7/18/17
FOR PERMIT
FPMECT 10 17-0115.05
CHECKED By'.
C. BELLO
M. ASSET
THIS DRAWING IS CO�GHTED AND M
THE SOLE PROPERIY OF THE OWNER. rr
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFF[I-ATES.
REPRODUCIION OR USE OF THIS DRAWING
ANDIOR THE INFORMATION CONTANED IN
rr IS FORBIDDEN WTDiOU`r THE WRnTEN
WIN
a
jTM41=1
4 IN G I IN 0 E It I N G G R 0 U P
3�13 �MDE D� � 525
M�. F. 33027
CEMRCA� OF AMORIMON 31948
at&t
200 1 W 64� WR�
FORT LWQVID�E. FL 3MO9
A.
%%
No. 63312
j
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w A,
i 'Z-01-11�
I DATE OF SIGNAVRE. 7/10/17)
RIVERPARK
. lQIO OYER ROAD
POR" ST LUCIE. FL �952
s"� NZE
COMPOUND
I PLAN I
SliEff NUMBER
C 1
�o
�"—L' T'o -
RAD CENTER OF EXISTlNG AND PROPOSED AT&T ANTENNAS
EL 190'*
EXISTING AT&T RAYCAP
FIBER DISTRIBUTION
UNIT TO BE REMOVED
AND RELOCATED
J34 RAD CENTER OF EXISTING NEXTEL ANTENNAS
EL 172:t
EXISTING AT&T ANTENNA
MOUNT M BE REMOVED
AND REPLACED
RAD CENTER OF EXISTING VERIZON WIRELESS ANTENNAS
(TYP. OF 9)
EL 161"*
RAD CENTER OF EXISTNG SPRINT ANTENNAS
ELEV.
igo'±
EL 150'±
Ij
11
E)OSTING AT&T RRU
TO BE RELOCATED
(TYP. OF 6)
RAD CENTER OF EXISTING US GOVERNMENT ANTENNAS
EL. 126'±
—SECTOU
A7 - 86
kl� If
E)aSTING AT&T ANTENNA
if
11
MOUNT TO BE REMOVED
& REPLACED
rl If
OF 3)
RAD CENTER OF EXISTING US GOVERNMENT ANTENNAS
EL 108'±
CM.
EXISTING ANTENNA PLAN
NTs
2
PROPOSED AT&T ANTENNA MOUNT
(OONNECT-rr MODEL
PVFM12-3-B) CIYP. OF 3)
REUDCATED AT&T RAYCAP r4
FIBER DISTRIBUTION UNIT
r-4-� PROPOSED AT&T
FIBER ommaunON UNIT
PROPOSED AT&T ANTENNA
(IYP. OF 9) (SEE NOTE 2)
ELEV.
lgo,±
—SE�CTOU
A7. - 85*
RELOCATED AT&T t' �2
RRU C". OF 6)�o
GRADE
NOTES EL 0
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER
rl
OF THE ESTIMATED SITE DOWN TIME
2. CONTRACTOR SHALL USE CONDUIT/INNER-DUCT FOR THE DC AND FIBER TRUNK CABLES
NOTES,
PROPOSED AT&T
WHILE THEY ARE ROUTED WITHIN THE TOWER.
RRU (TYP. OF 6)
1. CONTRACTOR SHALL INS17ALL RAYCAP
3. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE
DISTRIBUTION UNIT WITHIN 15 FEET FROM
PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED
ALL RRH'S.
UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL
ENGINEER REGISTERED IN THIS STATE. CONCLUDING THAT THE EXISTING TOWER IS
2. REFER TO CURRENT RFDS FOR ANTENNA
SrRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS.
MODELS.
. ' " " m '11
ELEVATION
PROPOSED ANTENNA PLAN
NMI
3
rREV
I DAM
I DESCRIPTION
A
13/30/171
PRELIMINARY
0
14/10/171
REMSED
0
7/18/17
FOR PERWT
PROJELNO:�.. 17-IM 15.05
DRA.N
CHECKED BY.
C. BELLO
� ABBEY
THIS DRAWING 13 COPYMGKrED AND IS
THE SOLE PROPERTY OF WE OWNER. IT
IS PRODUCED SOLELY FOR USE BY ME
OWNER AND ITS AFFUATES.
REPRODUCTON OR USE OF MIS DRAWING
MDIOR WE INFORMATION COWAINED IN
IT IS FORBIDDEN WITHOUT ME WRITTEN
PERMISSION OF T14E OWNER.
-PROPOSED MOUNTING BRACKET C PROPOSED MOUNTING BRACKET
PROPOSED ANTENNA TILT (TYP. OF 2 PER RRU) (TYP. OF 2 PER RRU)
BRACKET PROVIDED W/ (SEE NOTE 3) (SEE NOTE 3)
ANTENNA
W__PROPOSED PIPE MOUNTING
.Fes,zl=
BRACKETS PROVIDED W/
ANTENNA (TYP.)
rREV
I DATE
I DESCRIPIIO�N
A
13/30/171
PRELIMINARY
B
4/10/17
REMSED
o
7/ia/17
FOR PERMIT
C' No" 17-0115.05
PRC'JL--
I DRAWN ;Y:
CHECKED BY..
I
M. ABBEY
PROPOSED AT&T I THIS DRAWING IS COPYRIGHTED AMID IS
ANTENNA (TYP.) TlIE SOLE PROPEI?TY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY INE
OWNER AND ITS AFFIUAM.
REPRODUCTION OR USE OF THIS DRAWNG
AND/OR THE INFORMATION CONTANED IN
-PROPOSED ANTENNA IT IS FORUBJISSEN WT`OUr IHE WRIITEN
MOUNTING PIPE (IYP.) RELOCATED AT&T ER ON OF THE OWNER.
RRU (TYP.)
PROPOSED. AT&T
RRU (TYP.) A
PROPOSED ANTENNA PROPOSED ANTENNA
MOUNTING PIPE (TYP . MOUNTING PIPE (TYP.)
apA
I , 7ff NOTES' NOTES- RNGINEgRING GROUP
1. UNIT SHALL BE MOUNTED AS PER 1. UNIT SHALL BE MOUNTED AS PER 3MO WMDE DRNE. SUn 5n
PROPOSED ANTENNA MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S RECOMMENDATIONS. Ml�. M 330V
BRACKEr PROVIDED W/ 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A CERTIRCATE OF A�ORIZAPON 31948
L ANTENNA *SNUG TIGHT" CONDITION AS DEFINED BY AJSC. 'SNUG TIGHT* CONDITION AS DEnNED BY AISC.
3. BRACKET TO BE CONFIGURED TO ACCOMMODATE 3. BRACKEr TO BE CONFIGURED TO ACCOMMODATE
A2 MODULES. A2 MODUI Fq.
ANTENNA MOUNTING DETAIL Nmll RRU MOUNTING DETAIL
NmJ2 RRU MOUNTING DETAIL NTsj 3 2 -
at&t
PROPOSED 2W O.D. MOUNTING EXISTING TOWER
PIPE (1--r LONG) WITH �50
LEG (TYP.) ti��
CLAMP STYLE CROSSOVER 2001 M 64M STRIMT
PLATE (TYP.) FORT ULJOUDAUE. Il 33309
PROPOSED RAYCAP POLE MOUNT PROPOSED ANTENKA MOUNT
BRACKET (PROVIDED BY MANUFACTURER) (CONNECT -IT i PVFM12-3-B.
PROPOSED AT&T RAYCAP FIBER AND OR APPROVED EQUAL)
% A
DO DISTRIBUTION UNIT W1 INTEGRATED .......... JP
SURGE PROTECTOR c E III
(PART# DC6-48-60-18-gC) OW.) FIBER OR DC
BUNDLE 0, 0�
No. 6a3l2 .0 �
ENSTING OR PROPOSED
ANTENNA MOUNT FRAME
IMP.)
PROPOSED FIBER AND DO CABLE ROUTED A T
FROM EQUIPMENT
(2) %' ROSENBERGER THREE PAIR POWER
CABLES PARTJ WR-VG86ST-BRD AND
ROSENBERGER IB-PAIR
FIBER CABLE PART# 118-1.989-034-75000
PER SECMR) DATE OF SIG RF' 7/18/1
PROPOSED FIBER AND DO CABLE RUBBER GROMMET
ROUTED TO PROPOSED FIFTH UNITS (CONNECT -IT. OR 11VERPARK
(1) ROSENBERGER SINGLE PAIR POWER APPROVED EQUAL) CABLE SUPPORT BLOCK
CABLES PARTO WRVG82Sr-BROA AND (CONNECT -IT, OR
(1) ROSENBERGER SINGLE PAIR FIBER APPROVED EQUAL)
CABLE PART# FB-LSBB-035-5000
PER RRH) 1480 DYER ROAD
NOTES u MIRY ST LUCIE. FL �952
1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. SHM NAME
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DETAILS
DEFINED BY AISC.
3. CONTRACTOR SHALL INSrALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM
ALL RRH'S. SHW NUMBER
,.SURGE SUPPRESSOR MOUNTING DETAIL wrs 4 ANTENNA MOUNT DETAIL NTs 5 FIBER AND DC CABLE MOUNTING DETAIL C3
ANTENNA POSITION # 1
ANTENNA POSITION 3
NOTES-
1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR.
2. CONTRACTOR SHALL REMOVE E)(ISnNG UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES.
ANTENNA POSITION # 4
s2M���
I
MA
30A
30A
30A
30A
30A
20A
[ LTE
DIGITAL
UNIT
------- ---
- - - Full-1-900-1
I RRH
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR 00 c
REVIEWE BY
DATE _ ZA�NS AN�iVRMIT
MUST BE KEPT ON JOB OR
- NO INSPECTION WILL BE MADE
2. -(l) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM).
3. RAYCAP FIBER AND OC DISTRIBUTION UNIT (DC6-48-60-18-8F).
4. #8 AWG CONDUCTORS.
5. PROVIDE (2) B-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP
SURGE PROTECT10N UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER.
6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS.
I RISER DIAGRAM (TYP. PER SECTOR) 1 11 DC RISER DIAGRAM . . 12 j
rREV
I DATE
I DESCRIPTION
A
3/3D/171
PRIEUMINARY
B
4/10/17
REVISED
0
7/18/17
FOR PERMIT
PROJECT NO.: 17-0115.05
DEW:::BY:::�
=CHS KIM EY:
C
C. BELLO
M. AMBEY 10
THIS DRAWING IS COMMITTED AND IS
ME SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND US ARFIUATES.
REIRRODUCT"N OR USE OF THIS DRAWING
AND/OR ME INFORMATION CONTAINED IN
IT IS FORBIDDEN W`MOW THE W
P MISSION OF THE OWNER!TEN .0
PROPOSED ANTENNA
MOUNTING PIPE (TYP.)
RAYCAP FIBER AND
DO DISTRIBUTION UNIT
CTYP.)
PROPOSED AT&T
ANTENKA (TYP.)
EXISTING SECTOR
GROUND BAR CTYP.)
PROPOSED #2 SOLID
COPPER TINNED IN
NMLT (NON-METALLIC
UQUID-TIGHT) cm.)
NOTESi
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 CA13LE SHIELD TO EXTERNAL 14ATCH PLATE GROUND BAR.
3. PROVIDE GROUND CONNECTION FOR DO 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 MAINTAN 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.
"IbIINU UKLIUNL
BAF
12 SOLID COPPER TINNED
IN NMLT (NON-MErALUC
UQUID-nGHT) (TYP.)
SS WASHER
%'X;4' SS BOLT
SS WASHER
SS LOCK WASHER
SS NUT
I TYPICAL GROUND BAR CONNECTION DETAIL wsl 21
1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANCES. 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 COMPLEnON 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 REPARED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO
THE OWNER FOR PERIOD OF WARRANTY.
3. ALL 71E WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP
EDGES.
4. ELECTRICAL METALLIC TU13ING (EMT) OR RIGID NONMErALUC 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.
S. UQUID-TIGHT FLEX113LE METALLIC CONDUIT (UQUID-TITE 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 NEVA 1 (OR
BEnER) 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 311 (OR BETTER) OUTDOORS.
B. MErAL 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 BErrER) INDOORS, OR WEATHER PROTECTED (WP OR E3ErFER) OUTDOORS.
9. NONMErALUC RECEPTACLE, SWITCH, AND DEMCE BOXES SHALL MEEr OR EXCEED NEMA OS 2;
AND RATED NEVA 1 (OR BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER)
OUTDOORS.
10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416.
`RW
DATE
DESCRIPTION
A
3/30/171
PRELIMINARY
8
4/10/17
REMSED
0
7/18/17
FOR PERDAT
�PROJECT 40. 17-0115.05
DRAWN BY.
CHECKED BY.
C. BMW
U. ABBEY
T141S DRAWING IS COPYRIGKnM AND IS
THE SOLE PROPSM OF THE OWNER. IT
15 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 WT14CUT Tr[E WRITTEN
PERMISSION OF THE OWNER.
.A
ap
ENGINEERING GROUP
3�13 MMOE ORN� SUITE Sn
MIMIMR . F. 33027
CMn�M OF AMORIUAWN 31948
at&t
2001 W 841h �EET
FORT �UDERD� F. 33JO9
No. 6831
S
DATE OF SffiNATURE:-_ 7/18/17
RIVERPARK
1480 DYER ROAD
PORT BY LUCIE. F. 34952
GROUNDING
DETAILS AND NOTES
�GROUNDING DIAGRAM (TYP.) . NTsj 11 GROUNDING NOTES _T_31
E2