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APPROVALS
PROPERTY OWNER DATE
RF ENGINEER DATE
CONSTRUCTION DATE
SITE ACQUISITION
DATE
ZONING
DATE
NETWORK
DATE
OPERATIONS
DATE
CONTRACTOR
DATE
PROJECT SUMMARY
SITE NAME
FP33
FA SITE NUMBER:
10080462 .
PARCEL
1231-111-0003-000-5
COUNTY:
ST. LUCIE
JURISDICTION:
ST. LUCIE COUNTY
SITE COORDINATES:
27.4838944
-80.566694-4
PROJECT INITIATIVE:
5C/4C/5G NR/4TX4RX/4TX4RX
STRUCTURE TYPE:
SELF SUPPORT
TOWER HEIGHT:
250'-0' AGL
ANTENNA C.L. HEIGHT:
160'-0'/200'-0" AGL
,mK
DRIVING DIRECTIONS
PROJECT REFERENCES
a
DEPART FT. IAUDERDALE AT&T OFFICE-8601 W Sunrise BM. Fort Lauderdale, FL 33322
1. THESE PLANS WERE COMPLETED PER PREUMINARY/APPROVED
1.
j 2.
8601 W SUNRISE BLVD, PLANTATION, FL 33322
DEPART W / W SUNRISE TOWARD N PINE ISLAND RD 0.4 M
LTE SC 4C RFDS ID VI.00 DATED 19.
O&/WORKBOOK
3.
SBLWUNRISE
TURN BACK ON SR-838 E / W SUNRISE BLVD, 4.1 MI
BACK ON
CONTRACTOR SHALL REQUIEST7CURRENT RFDS
4.
TAKE RAMP LEFT FOR FLORIDKS TURNPIKE NORTH TOWARD ORLANDO, TOLL ROAD 126.1 MI
FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.
5.
6.
KEEP LEFT ONTO ROAD 0.2 MI
KEEP LEFT TOWARD FLORIDA'S TPKE 0.3 MI
2. PLEASE REFER TO ANTENNA MOUNT ANALYSIS REPORT
7.
KEEP STRAIGHT ONTO FLORIDA'S TPKE 18.9 MI
COMPLETED BY APX ENGINEERING GROUP ON 10/24/17.
e.
ARRIVE AT FLORIDA'S TPKE ON THE RIGHT
i AnWe at 2651 MINUTE MAID RD. FT. PIERCE, FL 34945
�I I
FP33(MINUMAID)
FA #10080462
CROWN CASTLE BU # 813700
CRO 475132 -
2651 MINUTE MAID RD
RCE, FL 34945
TOWER UPGRADE - 5C/4C/5G NR/4TX4RX/4TX4RX
PACE JOB #: MRSFLO16343
DESIGN CRITERIA
- FLORIDA BUILDING CODE (6TH EDITION) 2017
ANSI/EN/RA-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1)
ASCE 7-10
VULT = 152 MPH (ULTIMATE 3 SECOND GUST)
VASD = 118 MPH (NOMINAL 3 SECOND GUST)
RISK CATEGORY - I
EXPOSURE = C
IMPORTANCE FACTOR= 1.0
- NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70 2014)
- FLORIDA FIRE PREVENTION CODE (6TH EDITION)
- CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLWNT WITH
RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY
THE FEDERAL GUIDELINES CONTAINED WITH OEf 65 BULLETIN &
AS PER AT&T GUIDEUNES
CONSTRUCTION NOTES
1. 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.
2. CONTRACTOR SHALL CONTRACT AT&T IMPLEMENTATION PM
OR SITE FIE FOR ACCESS REQUIREMENTS.
3, THIS PROJECT CONSISTS OF THE INSTALLATION OF:
ON THE TOWER (9) NEW ANTENNAS, (3) NEW RRUS-B5/B12 4449,
(3) NEW B2/B66A 8843. (2) NEW DC-6'S, MOUNT REPIACBdENT.
AND ALL ASSOCIATED WORK
ON THE GROUND: (6) NEW DIPLE7KERR5. (3) 814-4478 AND ALL
ASSOCIATED WORK
4. AT&T MUST REMOVE (3) EXISTING INACTIVE CABLES.
CONTACTS
APPLICANT:
AT&T
8601 W SUNRISE BLVD
PLANTATION, FL 33322
PROPERTY OWNER:
CROWN CASTLE
6420 CONGRESS AVENUE, SUITE 2000
BOCA RATON, FL 33487
ENGINEER:
USA ENGINEERING
2818 CYPRESS RIDGE BLVD, SUITE 110
WESLEY CHAPEL, FL 33544
CONTACT: MARC P. MAIER, P.E.
PHONE: (813) 994-0365
INCDOW OF DRAWINGS
NO.
DESCRIPTION
T-1
TITLE SHEET
GN-1
GENERAL NOTES, ABBREVIATIONS
ARCHITECTURAL / CML PLANS
C-1
F SITE PLAN
STRUCTURAL PLANS
S-1
TOWER ELEVATION
S-2
ANTENNA ORIENTATION
S-3
MISCELLANEOUS DETAILS
S-4
MISCELLANEOUS DETAILS
ELECTRICAL PLANS
AN-1
ANTENNA SCHEDULE
E-1
I ANTENNA RISER DIAGRAM
PROJECT INFORMATION
1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE�POB SclI
PROVIDING PUBLIC CELLULAR SERVICE HH
2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND
THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE
FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. "
4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION..
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
REV
DATE
DESCRIPTION
A
01/26/1
PREUMINAW CO. REV A'
B
04/04/19
PREUMINARY CDs REV 'B'
0
0/29/1
REV '0' CDs ISSUED
ENG PROJECT NO.: 12180001-175
DRAWN BY:
CHECTSD BY:
WL
M
at&t
8601 W SUNRISE BLVD
SPLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
® ENGINEERING
M18 CYPRESS RIDGE BLVD.
SUITE 110
WESIEY CHAPEL FL 33544
(813) 994-0365
M CGA e31705
`\\PRC 1 P .11A14
* VNo72513F
,MAY�1�; �2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. 072513
FA #10080462
CC BU#813700
2651 MINUTE MAID RD
FT PIERCE, FL 34945
SHEET DESCRPDON
TITLE SHEET
T-1
N RA NO 5:
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR
IT'S DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS
ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY
LICENSED AND PROPERLY REGISTERED TO 00 THIS WORK IN THE STATE AND/OR
COUNTY IN WHICH IT IS TO BE PERFORMED.
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED
HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS
B INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL
E SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
a AFTER THE COMPLETION OF THE PROJECT.
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING
m AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR
CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S
s, ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
$ METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO
THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.
6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO
THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF
THE LOCAL BUILDING CODE.
9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED
OTHERWISE HEREIN.
10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR
APPROVAL
a
I
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C.
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN
AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF
i STANDARD PRACTICE.
3 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL
a STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL
e, STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT
BI DIP GALVANIZED AFTER FABRICATION.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS)
D.1.1/D7.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL
BE E70XX.
z
uL
TL
4.'ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS
SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE
GRADE 304 STAINLESS STEEL
5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED
BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO
ASTM A185.
6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
LATEST A.I.S.C. SPECIFICATIONS.
7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY
THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.
8. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION
WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM
A 653/A 653M, G90, AS APPLICABLE.
9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT
CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE
MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS
TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE
SUFFICIENT TO MELT THE METALUCS. IN STICK OR PASTE, SPREAD MOLTEN
MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS
MATERIAL
10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S
SPECIFICATIONS ARE STRICTER.
PERMITS:
1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM
ALL APPLICABLE GOVERNMENTAL AGENCIES.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY
ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-14,
'BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE".
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE. COUNTY
OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR
TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF
APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING
PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR
CONTACT BY GOVERNING AGENCY INSPECTORS.
MISCELLANEOUS:
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES
SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR
STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL
BE 5/8" MIN. DMA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE
GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
STAINLESS STEEL
2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO
SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL.
3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL
VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING
CONSTRUCTION.
4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
CONDUCTORS. USE GRADE 304 STAINLESS STEEL HARDWARE THROUGHOUT.
S. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES
REQUIRING GROUND CONNECTIONS. --
6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
SHARP BENDS. ALL BENDS TO BE A MIN. OF 8' RADIUS.
7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A
TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED
EQUAL.
8. FOR ALL EXTERNAL GROUND CONNECTIONS. CLAMPS AND CADWELDS, APPLY A
LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS
'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY.
9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING
ANY EXISTING RUST AND APPLYING COLD GALVANIZATION.
10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS.
CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE
USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS
VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO
ORDER.
REV
DATE
DESCRIPDON
A
01/28/19
PRELIMINARY CO. REV 'A'
B
04/04/19
PREUMINARY CO. REV 'W
0
05/29/19
REV 'Cr CDs I65UED
ENO PROJECF NO.: 12180001-175
DRAWN BY:
I CHECKED BY:
WL
I FN
e) at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE 110
WESLEY CHAPEL, FL 335"
(813) 994-0365
FL COA 031705
♦♦♦♦�C 1 P I I I84
ENSF.Fp'�
* No 72 13
,"O ATE OF �.
f
/MAY�L2019
MARL P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. 0 72.513
FP33(MINUMAID;
FA #10080462
CC BU#813700
2651 MINUTE MAID RD
FT PIERCE, FL 34945
i SHEER DESCRIMN
lq(bFERAL NOTES,
SHEER NUMBER
GN-1
1. CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION. GRAVEL TO MATCH
EXISTING.
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE
ADJACENT PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPLICABLE
5. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND. INFORM
ARCHITECT/ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
THE RAYCAP INSTALL ON THE TOWER TO
ACCOMMODATE THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
CALL FLORIDA
ONE DIAL 811
WORKINGCALL 3 DAYS
BEFORE DIG
1-800-6384097
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- - - - — - -
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REV
DATE
DESCRIPnON
A
01/28/19
PRELIMINARY CD. REV -A-
B
MtM/19
PRELIMINARY CO• REV -B-
0
05/29/1
REV b' CD• ISSUED
ENG PROJECT NO.: 12180001-175
DRAWN BY:
CHECKED W.
IN wL
EN
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
V v CROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
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SUITE 110
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WESLEY CHAPEL. FL 33544
(813) 994-0355
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*-1No772513 i*
�'. VATE OF . �0-;
''MAY'16 �2019
MARC P. MAIER, PE
FESSIONAL ENGINEER UC. If 72513
FA #10080462
CC BU#833700
2651 MINUTE MAID RD
FT PIERCE, FL 34945
C-1
E
I. A STRUCTURAL ANALYSIS SHALL
BE PERFORMED BY THE
OWNER'S AGENT TO CERTIFY
THAT THE EXISTING/PROPOSED
COMMUNICATION STRUCTURE
AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO
SUPPORT ALL EXISTING AND
PROPOSED ANTENNAS, COAXIAL
CABLES AND OTHER
APPURTENANCES. THE OWNER'S
AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED
BY A REGISTERED
PROFESSIONAL ENGINEER
STATING THAT THIS
STRUCTURAL ANALYSIS WAS
PREPARED IN ACCORDANCE
WITH ALL APPLICABLE CODES
AND STANDARDS.
2. IF ANY WORK IS PERFORMED
AT THIS SITE THAT REQUIRES
THE SITE TO BE OFF AIR OR
TURNED DOWN. THE SWITCH IS
TO BE NOTIFIED 48 HOURS
PRIOR TO CONSTRUCTION VIA
NCR/CTS.
3. INSTALLATION SHALL BE
CONDUCTED BY FIELD CREWS
EXPERIENCED IN THE
ASSEMBLY AND ERECTION OF
RADIO ANTENNAS,
TRANSMISSION LINES, AND
SUPPORT STRUCTURES.
ANTENNA WORK TO BE
INSTALLED PER THE
REQUIREMENTS OF THE TOWER
4. ANTENNA AND MOUNT DESIGN
MUST COMPLY WITH
TIA—EIA-222—G AND ALL
LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE
PROPER COAX JUMPER
SUPPORT ATTACHMENTS TO THE
TOWER AND ANTENNA MOUNT.
CONTRACTOR IS RESPONSIBLE FOR
MODIFYING THE RAYCAP INSTALLED
ON THE TOWER TO ACCOMMODATE
THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD
VERIFY ALL MEASUREMENTS AND
FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
NOTES:
1. REFER TO RFOS FOR
ADDITIONAL INFO.
2. ADJUST ANTENNA MOUNTS AS
REQUIRED TO ACHIEVE THE
AZIMUTH SPECIFIED AND LIMIT
RF SHADOWING
3. UNLESS NOTED OTHERWISE THE
CONTRACTOR MUST PROVIDE
ALL MATERIAL NECESSARY.
4, CONTRACTOR TO RETURN ALL
EXISTING ANTENNAS BEING
REMOVED TO AT&T.
TOWER ELEVATION
5-, SCALE N.T.S.
TOP OF TOWER
V. = 250'-0" AGL
EXISTING ANTENNA
V. = 237'-0' AGL
EXISTING ANTENNAS
V. 226'-0" AGL
EXISTING ANTENNAS
V. = 217'-0" AGL
EXISTING ANTENNAS
V. = 210'-0` AGL
SED AT&T ANTENNAS
EV. = 200'-0' AGL
EXISTING ANTENNAS
V. = 180'-0" AGL
3ED AT&T ANTENNAS
EV. 160'-0" AGL
XISTING MICROWAVES
Y. = 128'-0' AGL
:MISTING MICROWAVES
Y. = 120'-0 AGL
NOTICE:
AT&T MUST REMOVE (3)
OF THEIR INACTIVE COAX
LINES FROM THE TOWER.
REV
DATE
DESCRIPTION
A
01/28/19
PRELIMINARY CDs REV
B
04/04/19
PREUMINARY C REV 'B'
0
0/29/19
REV •0• C ISSUED
ENG PRO.IECT NO.: 1218MI-175
DRAWN BY:
cNECIO:D BY:
WL
M
e) at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE 110
WESLEY CHAPEL. FL 33544
(813) 994-0365
FL COA #31705
* No 72513
o ATE OF
FLORID?
NAL
MAY 1i6;12019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
FA #100S0462
CC BU#513700
2651 MINUTE MAID RD
FT PIERCE, FL 34945
% SHM DEFSCCMPPRON
/T@/0%-PI ELEVATION
:.D3at:RILI:13a
S-1
E
E
A STRUCTURAL ANALYSIS SHALL
BE PERFORMED BY THE
OWNER'S AGENT TO CERTIFY
THAT THE EXISTING/PROPOSED
COMMUNICATION STRUCTURE
AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO
SUPPORT ALL EXISTING AND
PROPOSED ANTENNAS, COAXIAL
CABLES AND OTHER
APPURTENANCES. THE OWNER'S
AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED
ENGINEER
HIS
IALYSIS WAS
WITH ALL APPLICABLE CODES
AND STANDARDS.
2. IF ANY WORK IS PERFORMED
AT THIS SITE THAT REQUIRES
THE SITE TO BE OFF AIR OR
TURNED DOWN. THE SWITCH IS
TO BE NOTIFIED 48 HOURS
PRIOR TO CONSTRUCTION VIA
NCR/CTS.
3. INSTALLATION SHALL BE
CONDUCTED BY FIELD CREWS
EXPERIENCED IN THE
ASSEMBLY AND ERECTION OF
RADIO ANTENNAS.
TRANSMISSION LINES. AND
SUPPORT STRUCTURES.
ANTENNA WORK TO BE
INSTALLED PER THE
REQUIREMENTS OF THE TOWER
MANUFACTURER'S
SPECIFICATION.
4. ANTENNA AND MOUNT DESIGN
MUST COMPLY WITH
TLA-EA-222-G AND ALL
LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE
PROPER COAX JUMPER
SUPPORT ATTACHMENTS TO THE
TOWER AND ANTENNA MOUNT.
CONTRACTOR IS RESPONSIBLE FOR
MODIFYING THE RAYCAP INSTALLED
ON THE TOWER TO ACCOMMODATE
THE QUANTITY OF RRUS.
THE CONTRACTOR MUST FIELD
VERIFY ALL MEASUREMENTS AND
FIELD CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
1. REFER TO RFDS FOR
G
ADDITIONAL INFO.
2. ADJUST ANTENNA MOUNTS AS
a
REQUIRED TO ACHIEVE THE
I
AZIMUTH SPECIFIED AND LIMIT
RF SHADOWING
i
3. UNLESS NOTED OTHERWISE THE
o
CONTRACTOR MUST PROVIDE
G
ALL MATERIAL NECESSARY.
i 4. CONTRACTOR TO RETURN ALL
EXISTING ANTENNAS BEING
REMOVED TO AT&T.
o MQIES:
0
F 1. REFER TO RFDS FOR ADDITIONAL
INFO.
ca
z
ai
160,
AGL
SECTOR 2 (BETA)
AZ. = 90'
P ®
SeC7Oe
a 2
l 1F0. BETA
EXISTING ANTENNA CONF
ALPHA & BETA
Ee
160,
AGL
EXISTING ANTENNAS IN ALL
POSITIONS TO BE REPLACED
(3 PER SECTOR, 9 TOTAL)
EXISTING (1) RRUS-32 ON BACK TO BACK
RRU MOUNT IN POSITION #1 TO BE
RELOCATED TO NEW SECTOR MOUNT
(1 RRU PER SECTOR, 3 TOTAL)
EXISTING RAYCAP DC SURGE PROTECTION
BOX MODEL #DC6-48-60-18-BF TO BE
RELOCATED TO NEW SECTOR MOUNT
(2 TOTAL)
EXISTING TMA's IN POSITION
#4 TO REMOVED
(2 PER SECTOR, 6 TOTAL)
EXISTING (1) RRUS-11 & (1) RRUS-12 ON BACK TO
BACK RRU MOUNT IN POSITION #3 TO BE REPLACED
(2 PER SECTOR, 6 TOTAL)
-EXISTING RAYCAP DC SURGE PROTECTION BOX
MODEL #DC2-48-60-0-9E TO BE REMOVED
(4 TOTAL)
T-ARM MOUNT TO BE REPLACED
TION DETAIL
INSTALL PROPOSED B2/B66A ON NEW
BACK TO BACK RRU MOUNT IN POSITION
#4 FOR ALPHA AND BETA
(ALPHA AND BETA SECTOR, 2 TOTAL)
INSTALL PROPOSED ANTENNA IN
POSITIONS #1, #3, AND #4
(KATHERIN - 800-10966K)
(ALPHA & BETA SECTOR, 6 TOTAL)
INSTALL PROPOSED 95/B12 4449 ON
NEW BACK TO BACK RRU MOUNT IN
POSITION #3 FOR ALPHA AND BETA
(ALPHA AND BETA SECTOR, 2 TOTAL)
SECTOR 2 BETA
OAL. =96
B3
INSTALL PROPOSED V-FRAME MOUNTS
BL (CONNECT -IT #PVFM12-2-2-96-3)
(1 PER SECTOR, 3 TOTAL)
Bt SeCtOR 2
F BSA
2 PROPOSED ANTENNA CONFIGURATION DETAIL
S2 SCALE 1^': T
ALPHA & BETA
�I
REV
DATE
DESCRIPTION
A
01/28/19
FREUMINARY CDa REV A•
B
M/M/19
PREUMINARY CDe REV •B•
0
0/29/19
REV V COe ISSUED
ENG PROJECT NO.: 12180001-175
DRAWN W.
CHECKED BY:
WL
FN
G1 20at &t
AGLL
q G2
y 8601 W SUNRISE BLVD
gyp? PLANTATION, FL 33322322
p
NG ANTENNA CONFIGURATION DETAIL
GAMMA
INSTALL PROPOSED RAYCAP DC
SURGE PROTECTION BOX MODEL
#DC6-48-60-1B-8C-EV)
(BETA & GAMMA SECTOR. 2 TOTAL)
INSTALL PROPOSED ANTENNA IN
POSITIONS #1, #3, AND #4
(COMMSCOPE SECTOR,H3 (TOTAL)
200'
AGL
CCCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE 110
WESLEY CHAPEL. FL 33544
(813) 994-0365
FL COA #31705
P ITT��F
* No 72513 *'
- ATE OF
MAYIN AL
N �2019 `
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
7f,
FP33(MINUMAID
INSTALL PROPOSED (1) FA #10080462
B2/B66A 8843 ON NEW CC BU#813700
BACK TOBACK RRU MOUNT
IN POSITION #4 FOR MA 2651 MINUTE MAID RD
NOTE:(1 TOTAL)
• PROPOSED DIPLEXERS TO BE INSTALL PROPOSED (1) B5/B12 4449 ' FT PIERCE, FL 34945
INSTALLED AT GROUND LOCATION ON EXISTING BACK TO BACK RRU p�
(2 PER SECTOR, 6 TOTAL) MOUNT IN POSITION #3 FOR GAMMA o SNEEr DESCRIFNION
• PROPOSED B14-4478 TO BE (1 TOTAL) ti (��,
INSTALL AT GROUND LOCATION ANTFIENTATION
(1 PER SECTOR, 3 TOTAL)
4 PROPOSED ANTENNA CONFIGURATION DETAIL mEET'"Em
t2
V SCALE: Y c T S-2
GAMMA
KATHREIN - 80010966K
Sa SCALE: N.T.S.
KEYNOTE LEGEND:
1. SECTOR GROUND 84R (TYP).
2. COLLECTOR GROUND BAR.
3. NEW ANTENNA
4. SNGLE PAIR FIBER & DC POWER
5. JUMPER CABLE. I/2' (TYP).
B PIPE MOUNT.
7. DC POWER & FOR TO RAYCAP UNIT.
8. REMOTE RADIO HEAD (RRH) (IF APPLICABLE).
9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE).
12 SOLID COPPER
TINNED IN NMLT
(NON-METAUC LIQUID TIGHh
(TYP)
12 SOLD ICOPPPER
TINNED NMIJ
(NON-METALIC LIQUID TIC)
TINNED SOLID c
CIPPER
rGNNED IN xMLTuLr
(NON-METAlIC LIQUID TIGH )
1. UNLIIE EDGSRNG AT&T GRDUHD BARE AND GROUNDING..
2 ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS
3. REFERENCE AT&T BONDING & GROUNDING PRACRCE TP76416.
A ANTENNA GROUNDING SCHEMATIC
5-3 SCALE: N.T.b.
11.85'
2 SBNHH-1D85C
5-3 SCALE: N.T.b.
SECURING BANG
MIN. 2' TO MAX. 4'
GALVANIZED PIPE
RAYCAP SUPPLIED
POLE MOUNTING
BRACKETS
RAYCAP SUPPLIED
BASE ASSEMBLY 18.28-
FIBER AND
POWER CABLE
INGRESS PORTS
CABLE TIE BAR
NOTES:
1. UNIT SHALL BE MOUNTED AS PER MANUFACTURERS
RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG
TIGHT' CONDITION AS DEFINED BY AISC.
3. CONTRACTOR SRALL INSTALL RAYCAP DISTRIBUTION UNIT
WITHIN 15 FEET FROM ALL RRH'S.
6 DC6-48-60-18-8C-EV MOUNT DETAIL
Sa SCALE: N.T.S.
A TILT
W/
n ANTENNA MOUNTING DETAIL
53 SCALE: N.TS.
NOTE: ANTENNAS MUST BE
CENTERED VERTICALLY ON
THE MOUNTS.
12" HD V-BOOM W/ TIE -BACK
6 (CONNECT -IT #PVFM12-3-3-96-3)
SJ SCALE: N.TS.
REV
DATE
DESCRIPTION
A
01/28/19
PRELIMINARY COS REV -A'
B
04/04/19
PRELIMINARY CO. REV '8'
0
0/29/19
REV '0' CDs ISSUED
ENO PRODECT NO.: 121B0001-175
DRAWN W..
CHI=ED BY:
WL
FIN 10
e) at&t
8601 W SUNRISE BLVD
PLANTATION. FL 33322
CCCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WISLEY CHAPEL, FL 33544
(813) 994-0365
FL COA #31705
P 11 Y 4
* No 2 3
o ' ATE OF �.
����` '• F� 0 RILL? •'• ���
/;,PION
MAY Tig,' 12019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. R 72513
FA #10080462
CC BU#813700
2651 MINUTE MAID RD
FT PIERCE. FL 34945
SHEET
S-3
EOUS
ERICSSON
•o�Yc.n ERICSSON RRUS-B14 4478
-DIMENSIONS (H x W z D): -DIMENSIONS (H x W x D):
14.96' z 13.19' x 10.43' (INCLUDES SUNSHIELD) 59.9 CBS
-WEIGHT: 73 LEIS -WEIGHT. .4' x 7.7' (INCLUDES SUNSHIELD)
-40C
LIMATE -40'C TO +55C -CLIMATE: CONVECTION
70 +55C
-C
SELF CONVECTION SILENT, FANS OPT., IP65) (SELF CONVECTION SILENT, NO FANS, IP55) ANTENNA MAST PIPE
-POWER CONSUMPTION: 80 WATTS (TYP.)
-POWER CONSUMPTION: 80 WATTS (TYP.)
ANTENNA
7`1t• ERICSSON RRU SUPPORT KIT
7d4. PART #SXK 1250461/1
REV
DATE
DESCRIPTION
A
01/28/19
PRELIMINARY CDa REV •A'
B
04/04/19
PREVMINARY CO. REV
0
w/m/1
REV •0• CDa ISSIIFD
ENO PROJECT NO.: 12180001-175
DRAWN BY:
CHECKED SY:
WL
M
(OR APPROVED EQUAL)
FOR RRU'S REQUIRING ����
SUPPORT USE PART QSXK
1091946/1 & /2
(OR APPROVED EQUAL)
\ 8601 W SUNRISE BLVD
e PLANTATION, FL 33322
E
m CROWN
egYc�DN ' ccCASTLE
RRU / RRU 6420 CONGRESS AVE
/ SUITE 2000
BOCA RATON, FL 33487
i
PREPARED BY:
' NOTE: RNRUUSS CAN ONLY BE USA
x RRUS CAN DNA BE PAINTED ON SOLAR SHIELD. ®IENGINEERING
PAINTED ON SOLAR SHIELD.
/ 1 2818 CYPRESS RIDGE BLVD.
SUITE 110
i WESLEY CHAPEL. FL 335"
2 RRUS-BFL C
14 4478 DETAIL L 994-0365
4449 B5/B12 DETAIL SJ SCALE: N.T.S. FL
dJ1705
S S3 SCALE: N.T.B.
^n NOTE:
DETAIL IS CTOR
TO INSTALL RRU'S DIAGRAMMATIC. ONRRU MOUNT BEST ``\\\111I I1111 jY7
o P'
ERICSSON RRUS-8843 B2/B66A SUITED FOR ANTENNA CONFIGURATION. `�\P�G•
-DIMENSIONS (H x W x D):
14.96' x 13.19' x 11.1' (INCLUDES SUNSHIELD) \ E
B: -WEIGHT: 75 LBS BACK VIEW �� � .•��� NSF.• �'�
-CLIMATE: IP65, -40'C TO +55'C * No 7 13 :•
-48 VDC 3 WIRE (2 DC POWER PORTS OF 20A) ;
-320W OF TOTAL POWER WITH 3 CONFIGURATIONS oa,J000 -
n N A
ANTENNAIs- �O •.•• STATE OF •: �G;
eN
s zro [fl0 ��''��,sI�N AL E��
I �
;' 7�Y • 3 [1.41 118[4.7J , 11 Iw
w a ANTENNA MAST PIPE MAY 2019
--. G ERICSSON RRU SUPPORT KIT
..m'•+ SXK 1250461 1 LNARCL GIN ER,PE
PART
/ FL PROFESSIONAL ENGINEER OGp72513
wnuoox� N Tn n _ (OR APPROVED EQUAL)
USE PART RSXKU1R09G1946/11U& /2 FP33(MINUMAID
(OR APPROVED EQUAL) FA #10080462
CC BU#813700
a RRU RRU 2651 MINUTE MAID RD
_ �{ FT PIERCE, FL 34945
T}ggppN(TE � L" DETAIL IS DIAGRAMMATIC. CONTRACTOR SNEEF DESCR["ON
F PRC ECTIC)N 1 TO INSTALL RRU'S ON RRU MOUNT BEST //��qqyy
o o.' lo0 SUITED FOR ANTENNA CONFIGURATION. � J NEOUS
RRRUUS CAN QbLY BE
z PAINTED ON SOLAR SHIELD. �`� WEARTH SECTION A
SHEET NIREIER
RRUS 8843 132/666A DETAIL 4 KAELUS DBC0061FIV51-1 a RRU MOUNTING DETAIL
S, 5.2 SCALE: N.TS. 5-3 SCALE: N.TS. SJ SCALE: N.TS. S.4
WLL-LTE WCS
ua
ONE -LINE DIAGRAMS
E-, SCALE: N.T.S.
ELECTRICAL SCOPE OF WORK:
INSTALLATION OF (3) NEW B14 4478 RADIOS INSIDE THE EQUIPMENT
SHELTER ON THE GROUND. THESE RADIOS WILL REQUIRE A NEW DC
POWER CABLE PLUGGED FROM THE RADIOS TO THE EXISTING RAYCAP
SURGE PROTECTOR INSIDE THE SHELTER. NO NEW A/C ELECTRICAL
UPGRADES ARE PROPOSED.
ERICSSON RRU BREAKER REQUIREMENTS
ERIC 014 RA010
SIZE
BRWER
TECHNOLOGY
RRUS 32 B66
30 AMP
An (2100)
RRUS 32 830
20 AMP
WOS (23W)
RRUS 32 B2 -
30 AMP
PCS (1900)
RRUS 11
25 AMP
VARDUS SWIG DW 16121 . 8S6 [B51. ISM [MI. 21W (RD
RRUS12 + A2
25 AMP
VA eMNS ( M [MI. ISM [821. 21W IND
RRU 44I5 825
25 AMP
1900
RRU 4426 B66
30 AMP
21W
RRU H78 814
25 AMP
7D0
RRU 4478 85
25 AMP
OW
RRUS C2 829
25 AMP
700
RRUS 4449 35/812
WS AMP
7W/850
RRUS SW BZ/866
2 30 AMP
19W/2100
RRUS 2203 B5
10 PMP
850
RRUS 2205 B46
10 AMP
15 GHz
7
LTE
—
DIGITAL
UNIT
—
NR B14 RRH
KEYNOTE LEGEND:
1. -48V DC POWER PLANT. CONTRACTOR TO VERIFY CORRECT BREAKER SIZE IS INSTALLED FOR
EACH RRU PER CHART.
2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (OC6-48-60-RM).
3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8F) TOWER MOUNTED.
4. /B AWG SHIELDED CONDUCTORS (WR-VG82ST-BRDA).
5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED
RAYCAP SURGE PROTECTION UNIT M THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER.
6. DC CABLE ROUTED TO RAN UNITS.
7. #12 AWG SHIELDED CONDUCTORS (WR—VG122ST—BRDA).
(2—) TYPICAL DC RISER DIAGRAM
-1 SCALE: N.T.S.
REV
OATS
DESCRIPBON
A
01/28/19
PRELIMINARY CDs REV A'
B
04/M/19
PREUMINARY CD,; REV 'B'
0
W/29/19
REV '0• CO ISSUED
ENO PROJECT NO.: 1218MI-175
DRAWN BY.
CHECKED BY:
WL
FN
at&t
8601 W SUNRISE BLVD
PLANATION, FL 33322
V v CROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
®IENGINEERING
W18 CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA 031705
AL111111111j1
P
�,•�XCENr, P
* . TATE 32F .•'�:4%F f•.....
MAY ig, �2019
MARL P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
FA #10080462
CC BU#813700
2651 MINUTE MAID RD
FT PIERCE, FL 34945
SHEET DESCRIPTION
SHEET NUMBER
E-1