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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 THE
LATEST EDITIONS OF THE FOLLOWING:
—FLORIDA BUILDING CODE, 2014 5TH EDITION ANSVEIA/TIA-222—G
—NATIONAL ELECTRICAL CODE 2011, NFPA 70-2011
—FLORIDA FIRE PREVENTION CODE 2014 57H EDITION
—FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
DESIGN CRITERIA:
2014 FLORIDA BUILDING CODE, 5TH EDITION, BASED UPON
ULTIMATE 3—SECOND GUST WIND SPEED OF 155 MPH CONVERTED TO A
NOMINAL 3—SECOND GUST WIND SPEED OF 120 MPH PER SECTION
1609.3.1 AS REQUIRED FOR USE IN THE TIA-222—G STANDARD PER
EXCEPTION #5 OF SECTION 1609.1.1 EXPOSURE CATEGORY C WITH A
RISK CATEGORY II
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS &
CONDITIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER IN
WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE
WORK OR BE RESPONSIBLE FOR THE SAME.
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St. Lucie County
SPRINT CASCADE
M 113XCO58
ATC ASSET NAME
STRAZZULA
ATC ASSET NUMBER
5120
SITE ADDRESS
13698 INDRIO ROAD
FORT PIERCE, FL 34945
PROJECT TEAM
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CORPORATION
MI TOWN PLAZA CT.
SUITE 2040
116 HUNTINGTON AVENUE, 4ITHFLOOR
BOSTON, MA 02116
WINTER SPRINGS, FL 32708
OFFICE If: (678) 444-4463
PROJECT MANAGER
ENGINEER
PROJECT
DESCRIPTION
SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED
NOTES:
TELECOMMUNICATION FACILITY:
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
• INSTALL (3) PROPOSED PANEL ANTENNAS
• INSTALL (3) PROPOSED RRUS
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
THESE PLANS AND ALL PROPCSED W' "ORK
ARE SUBJECT TO ANY CORRECTIONS %:-
REQUIRED BY FI€LIT INSPECTORS THAT
al".*_ N8CES.Rr IN ORDER T®;
!WAPC(�YITH CODEEEEE�
6
/ BUILDING DIVISION
REVIEWED
FOR COMPLIAN
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOb OR
NO INSPECTION WILL BE MADE
PROJECT SUMMARY
TOWER OWNER: AMERICAN TOWER
116 HUNTINGTON AVENUE
BOSTON, MA 02116
617-375-7500
LATITUDE, 27.55803' N
LONGITUDE:—80.4815B' W
ZONING JURISDICTION. ST. LUCIE COUNTY
SPRINT CONSTRUCTION TED
MANAGER:
SHEET INDEX
NO.
DESCRIPTION
T-1
TITLE SHEET & PROJECT DATA
N-1
GENERAL NOTES
N-2
GENERAL NOTES
N-3
GENERAL NOTES
C-1
COMPOUND PLAN
C-2
TOWER ELEVATION AND ANTENNA ORIENTATION
C-3
DETAILS
C-4
DETAILS --
G-1
GROUNDING DETAILS
RF-1
PLUMBING DIAGRAM
RF-2
ANTENNA & CABLE COLOR CODING
Sprint 10,10
6580 Sprint Parkway
Overland Pads Kansas 66251
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1101 FAWN PIMA cT SUITE 2Go
NMTER SPRINGS. FL .'as
JOB NUMBER 317-404
AMMRICAN
TOWER
CORPORATION
116 HUWINGTGN AVENUE IITH FLOOR
BOSTON. MA U116
-ENGINEERINGUCENSE:
GOPHER J
6 59739 9%I- r
i 33 10-16-17:1z:
:o(,%°TOREIOP \141�
'%,,ZONALE�%%%`%•
DRAMNG NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
STRAZZULA
MI13XCO58
13698INDRIO ROAD
FORT PIERCE, FL 34945
TITLE SHEET
& PROJECT DATA
T-1
BASIC REQUIREMENTS
A MEET ALL REQUIREMENTS OF JURISDICTIONS.
B. IF EQUIPMENT FURNISHED BY COMPANY DOES NOT MATCH THE EQUIPMENT LISTED ON THE RFDS AND SHOWN ON THE PERMITTING
DRAWINGS, RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER AND COMPANY'S POINT OF CONTACT.
C. CABLE INSTALLATIONS
a. ALL CABLES MUST BE OUTDOOR RATED AND HAVE W RESISTANT OUTER JACKETS.
In. CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII.
c. AT RADIOS INSTALL SERVICE LOOPS FOR POWER, FIBER AND ETHERNET SECURED AT LEAST TWICE AT 180 TO THE STRUCTURE.
d. SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHER TIGHT ASSEMBLY.
D. FIBERS MUST BE FIELD -TERMINATED WITH LC -TYPE CONNECTORS.
E. CONDUITS IN EARTH: PROVIDE PVC. CONDUITS EXPOSED AND IN FACILITIES: PROVIDE RGS. HAND DIG TRENCHES IN COMPOUNDS.
F. SECURE AND SUPPORT CONDUITS AND CABLES ON NO MORE THAN 48' INTERVALS.
G. ON TOWER SITES RGS CONDUITS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND ACCESS/EGRESS PATHS. IF INSTALLATIONS
IN WALKWAY AND ACCESS/EGRESS PATHS CANNOT BE AVOIDED IDENTIFY THE CONDUIT ENVELOPE/TRIP HAZARD BY ALTERNATION YELLOW
AND BLACK STRIPES PAINTED ON CONCRETE AND CONDUIT.
2) SPRINT -FURNISHED EQUIPMENT
A INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION DRAWINGS.
a. PANEL ANTENNAS
b. RADIOS
c. GPS ANTENNAS
d. FILTERS
e. 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY
3) TOWER INSTALLATIONS
A MEET ALL REQUIREMENTS OF THE TOWER OWNER.
B. INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAD CENTER.
C. PROVIDE HANGING GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ARE SUPPORTED.
D. CONDUIT RISER: AT TOP OF TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION FITTINGS. EXTEND CABLES TO RADIOS
EXPOSED AND SECURED TO STRUCTURE. AT CONDUIT EXIT FROM TOWER, PROVIDE DRIP LOOPS AND WEEP HOLES.
E. AT ICE BRIDGE RUN CABLES IN RGS CONDUIT. UTILIZE CONDUITS TO MAKE COMPACT 90 DEGREE TURNS.
4) AC POWER TIE-IN
A INSTALL SPRINTS 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION CABINET TELCO SECTION.
B. INSTALL A 20 AMPERE MOLDED CASE CIRCUIT BREAKER IN AVAILABLE SPACE IN THE ADJACENT PPC POWER SECTION LOAD CENTER.
5) GROUNDING
A 120 VOLT CIRCUITS: POWER CABLES MUST BE 3-WIRE WITH EQUIPMENT GROUND CONDUCTOR.
B. SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED AS SUITABLE FOR GROUNDING HARDWARE.
C. RADIOS: BOND RADIO TO THE TOWER TOP OR SECTOR GROUND BAR WITH #6 AWG BARE SOLID TINNED COPPER WIRE (GREEN INSULATED ON
ROOFTOPS).
D. DIN -RAIL CIRCUIT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR.
6) MINOR MATERIALS
A CONDUIT
a. RIGID GALVANIZED STEEL CONDUIT (RGS): UL LISTED, COMPLIANT WITH ANSI STANDARD CBO, HOT -DIP GALVANIZED, WITH
THREADED FITTINGS. MANUFACTURES: AWED, REPUBLIC, WHEATLAND OR EQUAL.
b. CORRUGATED FLEXIBLE CONDUIT: DURALINE OR EQUAL
c. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LFMC): UL LABELED, UV RESISTANT, FLAME RETARDANT PVC JACKET, HOT -DIP
GALVANIZED, GREY, MANUFACTURER'S AFC, ANACONDA SOUTHWIRE OR EQUAL
d. PVC CONDUIT: SCHEDULE 40. CARLON OR EQUAL
e. CABINET HUBS AND CABLE TERMINATION FITTINGS: OZ GEDNEY OR ROXTEC
B. COAXIAL CABLE JUMPERS: 1/2' IDF-4. MANUFACTURERS: COMMSCOPE, RFS OR FCT.
C. FASTENERS AND HARDWARE
a. TO SECURE RACEWAYS, UTILIZE NON CORRODING NON MAGNETIC METALLIC FASTENERS AND HARDWARE SUITABLE FOR THE
PURPOSE.
D. POWER CABLES- 3/C 012 SCOW BY SOUTHWIRE OR EQUAL.
E. ETHERNET CABLES AND CONNECTORS: OUTDOOR RATED, CAT 5E, BELDEN OR EQUAL
F. FIBER CABLES: CORNING `FREEDOM FAN OUT' OUTDOOR RISER CABLE, 4F, SINGLE MODE, OR EQUAL.
G. RF TRANSPARENT PAINT FOR ANTENNA CONCEALMENT: SELECT NO/LOW CARBON PAINTS, WITH NO/LOW TITANIUM DIOXIDE, AND
WITHOUT SUSPENDED METAL PARTICLES (ALUMINUM, ZINC, COPPER, ETC.)
7) COLOR CODING
A COLOR CODE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200.
8) TESTING AND CONSTRUCTION COMPLETE
A SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200.
B. PANEL ANTENNA ALIGNMENT - USING ELECTRONIC ALIGNMENT TOOL AXIMUTH/DOWNTILT +/-I DEGREE.
C. LEAVE EQUIPMENT DE -ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO ENERGIZE.
D. OTHER REQUIREMENTS AND DELWERABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPLETE MILESTONE CAN BE ACTUALIZED
IN SITERRA (SPRINT'S DATABASE -OF -RECORDS).
Sprint
65BO Sprint Parkway
Overland Park, Kansas 66261
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WNTER SPRINGS, FL U700
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JOB NUMBER 317-404
AmERICAN
TOWER
CORPORATION
116 HUNDNGTON AVENUE, I ITH FLOOR
BOSTON,MA02116
ENGINEERING LICENSE:
111111111111111I
OPHER J ,1�ii
NJ ENS -.
* l0 59977339 9�2
i 13 10-16-17.
STATE OF �
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�ONALEN����`
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
STRAZZULA
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
GENERAL NOTES
1 SHEETNuvnsER:
N-1
9. PREPARATION 13. SPRINT GROUNDING REQUIREMENTS FILE C
A. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTING SURFACES SHALL BE FIELD INSPECTED TO ENSURE A. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING SPRINT GROUNDING SYSTEM WITH A BIDDLE—MEGGER
PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5
OPERATION SHALL BE RE —GALVANIZED IN ACCORDANCE WITH ASTM A780 USING 'ZINC RICH" COATING AS MANUFACTURED BY ZRC OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND
CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS). OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE—OUT DOCUMENTATION.
BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON —OXIDIZING AGENT ('COPPER SHIELD") APPLIED PRIOR
TO INSTALLATION. B. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO
POINTS. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET
B. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON —OXIDIZING AGENT ("COOPER SHIELD"" BETWEEN GROUNDING KITS.
APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED.
C. GROUNDING CONDUCTOR CONSISTING OF #2 AWG TINNED SOLID BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE
10. BUILDINGS ENTRY GROUND BAR USING CADWELD CONNECTIONS.
A. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING IN GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELY D. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND
CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE 13A FOR TEST DESCRIPTION). BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS.
B. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER E. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE
PIPE AND BONDED TO PIPE WITH BRONZE 2—HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT.
ENTRY OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTION AND SHALL COME IN CONTACT WITH PIPE FOR A MINIMUM DISTANCE OF 4 INCHES. F. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHAL BE
CONNECTED TO THE MASTER GROUND BAR NEAR BTS USING #2 AWG STRANDED INSULATED COPPER CONDUCTOR (SEE
C. METAL RACEWAYS, ENCLOSURES, FRAMES AND OTHER NON —CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT BUILDINGS NOTES ON THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND).
AT LEAST 6 FEET AWAY FROM LIGHTNING ROD CONDUCTORS OR THEY MUST BE BONDED TO LIGHTNING ROD CONDUCTORS AT THE
LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. G. 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
D. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR MANAGER UPON COMPLETION OF THE PROJECT.
ENTRANCE OF MAIN METAL COLD WATER PIPE INTO BUILDING. A #4/0 AWG STRANDED COPPER DOWN CONDUCTOR (VERTICAL
GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS.
E. VERTICAL RISER SHALL CONSIST OF A #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR INSIDE 3/4" CONDUIT
F. CONTRACTOR SHALL BE BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING
BUILDING GROUND RING AS WELL AS TO MAIN COLD WATER PIPE WITH #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR.
G. ANTENNA GROUND BARS (AGB) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB)
WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR.
H. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED,
GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING #2 AWG
(THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION.
11. LAND BUILDS AND CO —LOCATES
A. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT
FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE 5/8" X 10'-0" COPPER
CLAD STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH
OF 30 INCHES BELOW THE SURFACE OF THE SOIL. A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE
MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING
CONDUCTORS OF EQUAL LENGTH AND MATERIALS.
B. GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF
APPROXIMATELY 10 FEET.
C. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS
BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS.
D. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR.
E. BONDS TO ANTENNA MAST, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER)
AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2—HOLE
COMPRESSION FITTINGS UNLESS OTHERWISE NOTED.
F. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT
BY PASSING THROUGH A PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE
LEVEL.
12. LIGHTING PROTECTION
A. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO
BOND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA
STRUCTURES, EXISTING SYSTEM SHALL BE BONDED TO COAX GROUND BARS. — —
B. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR
TERMINALS SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON
SAME STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN LIGHTING CONE OF PROTECTION FOR
SINGLE AIR TERMINAL.
H. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF
ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED
IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY.
I. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
J. 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.
K. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
L. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY —COATED
SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER)
OUTDOORS.
M. 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.
N. NONMETALLIC RECEPTACLES, 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.
0. CONTRACTOR SHALL PREFER TO SPRINT GROUNDING AND BONDING PRACTICE.
ADDITIONAL RF NOTES/ CONSTRUCTION REQUIREMENTS
1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL INSTALLATION OF ANTENNAS AND AISG
CABLES HAVE BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING 800 MHZ,
1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN
COAX SWEEP TEST SPREADSHEET.
2. GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN FRONT OF ANTENNA THIS MEANS NO
OBJECT IS TO BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 67.5 DEGREES FROM
HORIZONTAL FROM TOP AND BOTTOM OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER
INSTRUCTION. IN ADDITION, 2.5G ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA USING THE
SAME RULES AS ABOVE. THIS INCLUDES SPRINT AND NON —SPRINT ANTENNAS.
3. GENERAL CONTRACTOR IS REQUIRED TO USE DIGITAL ATTACHMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT.
AZIMUTH ACCURACY IS TO BE WITHIN 3 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1
_—DEGREES. IF FOR SOME —REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS —BUILT DRAWING AND EMAIL
SPRINT RF ENGINEER WITH AS —BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT TOOL.
HTTP://WWW.3ZTELECOM.COM/ANTENNA—ALIGNMENT—TOOL/
Sprint
6580 Sprint Parkway
Overland Park, Kansas 66251
EPARED BY:
IRNFINIGY9
FROM ZERO TO INFINIGY
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140, TOWN PUMA w SUITE 2STS
MMER SPRINGS, FL 2II00
olnv. rem.«.«r
JOB NUMBER 3I7-404
AW=.RIC %N
TOWER
CORPORATION
116 HONTINGTON AVENUE, I ITH FLOOR
BOSTON.MAM116
• ENGINEERING LICENSE:
11111111111111j
EN
00 59739 '
0Z
9 ; to-is-n:�:
STATE OF (u;
A 1 1
AL
ORAWNG NOTICE:
THESE DOCUMENTS APE CONFIDENTIAL AND APE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUED FOR CONSTSICPON 10/12/t7 N0 0
ISSUED FOR RENEW 09/2fi/11 .TIP A
STRAZZULA
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
GENERAL NOTES
N-2
GENERAL CONSTRUCTION NOTES
GENERAL
A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY.
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE UNDERGROUND UTILITIES.
C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL
REQUIRE APPROVAL.
D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE. AND
COORDINATE HIS WORK WITH THE WORK OF OTHERS.
E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH
EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR.
F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL
BE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR.
2. EXCAVATIONS/FOUNDATION
A. FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED TO REMOVE LOOSE
MATERIALS.
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL.
C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS -ON -GRADE AND
FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A
MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698.
D. 00 NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND.
E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER,
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE
REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER.
F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE.
G. FOOTING EXCAVATIONS SHALL BE CUT NEAT.
3. CONCRETE
A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318.
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE";
B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
PLACING CONCRETE.
C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.5%) WITH A MAXIMUM
4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 300D PSI
UNLESS OTHERWISE NOTED.
D. MAXIMUM AGGREGATE SIZE SHALL BE 1".
E. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT: ASTM C 150, TYPE I
REINFORCEMENT: ASTM A 615, GRADE 60
NORMAL WEIGHT AGGREGATE: ASTM C 33
WATER: DRINKABLE
ADMIXTURES: NON -CHLORIDE CONTAINING
F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM
YIELD STRENGTH Fr 60 KSI. REINFORCING DETAILS SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF ACI 315.
G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE:
1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH ........ 3"
2. CONCRETE EXPOSED TO EARTH, WEATHER .........................2"
3. SLABS.................................................... 3/4"
4. ALL OTHER CONCRETE.....................................1 1/2"
H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES
SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.
GENERAL CONSTRUCTION NOTES CONT.
FILE
COPY
I.
CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
J.
ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
REFERENCED IN ACI-301.
K.
DO NOT WELD OR TACKWELD REINFORCING STEEL.
L.
ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE
SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED
ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
PLACEMENT.
M.
LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT
CONTINUOUSLY THROUGH JOINT.
N.
REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
0.
PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY
EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
CHUTES OR FORMWORK.
P.
DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
0.
DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT.
R.
FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO
APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS
CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT
FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.
S.
PROVIDE A STEEL TROWEL FINISH TO THE SLAB.
4,
ANTENNA SUPPORT BRACKET NOTES (IF APPLICABLE)
A.
DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL
COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY
OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL,
DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS,
DESIGN LOADS, AND ALL OTHER PERTINENT DATA.
B.
BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS
AND COAXIAL CABLES AS SHOWN.
5. STRUCTURAL STEEL NOTES
A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE
FROM STEEL MEETING THE REQUIREMENTS OF ASTM-A36 WITH A MINIMUM YIELD STRESS
OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM.
C. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED
BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORK.
D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT -DIP GALVANIZED
ACCORDING TO ASTM A123. TOUCH-UP FIELD WELDS AND ABRADED AREAS W/2 COATS
OF GALVANIZED PAINT, ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL.
E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
DETAILED ON STRUCTURAL DRAWINGS.
F. CONNECTIONS:
1. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
2. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED
ASTM A307 BOLTS UNLESS NOTED OTHERWISE.
G. SAFETY NOTES:
1. THE CONTRACTOR WILL ADHERE TO ALL SAFETY REGULATIONS, LOCAL, STATE
AND FEDERAL
2. THE CONTRACTOR WILL CONDUCT DAILY SAFETY TAILGATE MEETINGS IN ADDITION TO
WEEKLY SAFETY MEETINGS. THESE REPORTS WIIL BE MADE AVAILABLE TO THE OWNER
UPON REQUEST.
3. ALL WORKERS & VISITORS TO THE SITE SHALL WEAR HARD HATS & ANY OTHER
----SAFETY EQUIPMENT- REQUIRED -BY -THE -WORK -BEING PERFORMED ON THE. SITE.
Sprint PJ
6580 Sprinl Parkway
Overland Park, Kansas 66251
INFINIGY8
FROM ZERO TO INFINIGY
Me soluHom are endless
1401 TONN PIASNCT. SUITEN40
WITTER SPRINGS, FI]PGB
G .ST. Wulf
JOB NUMBER 317-404
AMERICAN
TOWER
C. R FIG RATI ON
116 HUNTINGTON AVENUE, I ITH FLOOR
BOSTON, MA 0011E
111111111111111
,`1111�OPHER J Iy1♦♦i
IV
�S3t 10- - •Q:
0•, SSTTATE OF 411R I
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
GENERAL NOTES
N-3
EXISTING ENTRANCE GATE--�/����
X + ' \
l
x
FA.
x
�10' NO SPARK BUFFER
EXISTING PROPANE TANK
\ / / EXISTING FENCE
Lj EXISTING SPRINT 10'X17'
CONCRETE PAD EXISTING GENERATOR
EXISTING SPRINT BBS CABINET
EXISTING SPRINT ICE BRIDGE
EXISTING SPRINT RBS CABINET
I EXISTING GUYED TOWER
EXISTING ICE BRIDGE
• EXISTING 8'-3'x13'-4° CONCRETE PAD
r1
EXISTING UTILJtt H-FRAME + EXISTING
GENERATOR PAD
x
EXISTING 11'-8'X27'-6- SHELTER
X X
Sprint
6500 Sprint Parkway
Overland Park, Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
Me BolMRonB are endless
101 TPAN Pl ACT. BUYS iWO
WNTER SPRINGS. FL MOB
avrarqu.aw
JOB NUMBER 317-404
AMERICAN
TOWER
CORPORATION
116 HUNTINGTON AVENUE, I ITH FLOOR
BOSTON, MA M16
1`IIIIIIIIfIfII
OPHER J `k.-le
PN E N 99
Ci N 59739 "ri-
p•� * t0-11
O STATE OP
DRAWNGNOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
ri
STRAZZULA
MI13XCO58
N 13698 INDRIO ROAD
FORT PIERCE, FL 34945
SHEETDESCRIPTON:
COMPOUND PLAN
2.5' 0 2.5' 5' 10'
SHEET NUMBER:
11"007" SHEET 1" = 10'-0"" 1 C-1
24'"x36" SHEET 1" = 5'-0"
PREPARED FOR:
TOWER ELEVATION
.G.L
AS
TTTT65AP—IXR ANTENNAS
TH SOIARSHIELD
NOTTOSCALE ( 1
EXISTING SPRINT
(TYP. OF 1 PER
EXISTING SPRINT RRU
(TYP. OF 1 PER SEC
EXISTING SPRINT
(TYP. OF 1 PER
EXISTING SPRINT
(TYP. OF 1 PER
EXISTING SPRINT RRU.
(TYP. OF 1 PER SEC
EXISTING SPRINT
(TYP. OF i PER
PROPOSED SPRINT ANTENNA
(TYP. OF 1 PER SECTOR, TOT
w
o ALPHA SECTOR
1
ti
GAMMA SECTOR
EXISTING ANTENNA PLAN
ALPHA SECTOR
O/
h
GAMMA SECTOR
PROPOSED ANTENNA PLAN
90' AZ
BETA SECTOR
SCALE: NOT
Z
[TA SECTOR
I
PROPOSED SPRINT RRU
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
SCALE: NOT TO
Sprint
6580 Spdn1 Parkway
Overland Park, Kansas 66251
PLPNS PREPARED BY:
INFINIGY9
FROM ZERO TO INFINIGY
Me SaIWiRns are E.dI.
1401 TO PL CT SUITE 2040
WINTER SPRINGS, FL 3370E
JOB NUMBER 317-404
Am=RICAN
TOW=R
CORPORATION
118 RUWINGTON AVENUE 11TH FLOOR
BOMN, MA 02110
``%1T11118111"pHER
ZQ , C E NS • 99 �.
0 59739
i9•� 10— —1, ,*
STATE OF •'��
2]
.Q. . %
ORAYu1NG NOTICE:
THESE DOCUMENTS ARE CONA DENTAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
6`YY:7:rNA111I\
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
SHEETDESCRIPRON:
TOWER ELEVATION AND
ANTENNA ORIENTATION
jSHEETNUMSER:
C-2
ANTENNA
MOUNTING POLE
NOTES:
1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED
AFTER FINAL INSTALLATION OF ANTENNAS AND AISG CABLES HAVE
BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT
AISG EQUIPMENT INCLUDING 800MHZ, 1.9GHZ AND 2.5GHZ. TEST
INCLUDES COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE) AND
BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AISG TEST
RESULTS IN COAX SWEEP TEST SPREADSHEET.
2. GENERAL CONTRACTOR MUST ENSURE THAT NO OBJECT IS
LOCATED IN FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO
BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF
ANTENNA OR 67.5 DEGREES FROM HORIZONTAL FROM TOP AND
BOTTOM OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF
ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.5GHZ
ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER
ANTENNA USING THE SAME RULES AS ABOVE. THIS INCLUDES
SPRINT AND NON —SPRINT ANTENNAS.
3. GENERAL CONTRACTOR IS REQUIRED TO USE A DIGITAL
ALIGNMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH
ACCURACY IS TO BE WITHIN 3 DEGREES. DOWNTILT AND ROLL
(LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1 DEGREES. IF FOR
SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE
AS —BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER WITH
AS —BUILT SETTINGS. US 3Z RF AUGNMENT TOOL OR EQUIVALENT
TOOL. H7FP://WWW.3ZTELECOM.COM/ANTENNA—ALIGNMENT—TOOL/
ANTENNA MOUNTING DETAIL
PROPOSED MOUNTING
BRACKET (TYP)
PROPOSED
ANTENNA (TYP)
PROPOSED MOUNTING
BRACKET (TYP)
SCALE: NOT TO SCALP I 1
SCALE:NOTTOSCALE) 2
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL
RRU'S AND/OR RRU'S W/A2 MODULES ON RRU
MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
RRU
ISO VIEWS F LE COFT
EXISTING RRU SUPPORT KIT (IF
MOUNTING PIPE SUITABLE) OR ERICSSON
RRU SUPPORT KIT
(WHERE REQUIRED)
RRU
TOP VIEW
RRU
NOTES:
1. UNIT SHALL BE MOUNTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A
'SNUG TIGHT' CONDITION AS DEFINED BY AISC.
jualm"'Lotul almemp1011
BACK VIEW
IRT KIT (IF SUITABLE) OR
LRU SUPPORT KIT (WHERE
SCALP: NOT TO SCALE 1 3
Sprint
6580 SPdnt Parkway
Overland Park, Kansas 66251
INFINIGY8
FROM ZERO TO INFINIGY
Me solutions me ensiles
UBI T.PV GT.5NTE2W0
MWER SPRINGS, FL MOB
MR NWBIR 117-404
AWERIC UM
TOWER
CORPORATION
116 HUNTINGTON AVENUE, I ITH FLOOR
BOSTON, MA 0116
ENGINEERING LICENSE:
`111111 I I Ioff,,
� GOPHER j �y oI
ZQN *•:N
SF • :'fl�X
N 59739ATE
2
—p 11-16-17:�:
=.ATE OF
Ong �rOgjOP:
;�4c/'
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIALAND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
STRAZZULA
SITE CASCADE
MI13XCO58
SITEADDRESS:
13698 INDRIO ROAD
FORT PIERCE, FL 34945
SHEETOESCRIPTION:
DETAILS
SHEETNIIMBER:
C-3
4.6" ----
FRONT
SIDE
MANUFACTURER: COMMSCOPE
MODEL TTTT65AP—,XR
WEIGHT: 33.2 LBS
ANTENNA DETAIL
0000
12•
TOP
SCALE:NOTTOSCALEI I
w■■-N■■1
ME OEM
FRONT
AI III I HHOIII]
MANUFACTURER: ERICSSON
MODEL RRUS-82
WEIGHT: 59LBS
RRUS DETAIL
TOP
SCALE: NOT TO SCALE 1 2
SCALE: NOT TO SCALE 1 4
I:I•]i�F991]
SCALE: NOT TO SCALE I 3
Sprint
6580 Sprint Parkway
Overland Par, Kansas 66251
PLANS PREPARED BY:
INFINIGY9
FROM ZERO TO INFINIGY
Me solutions are endless
1401 TONM PWA CT. SUITE 2040
VANTER SPRINGS, FL 37708
rn.�F(e7Ra44aR
JOB NUMBER 317-44
AM=RICAN
TOW=R
CORPORATION
116 HUNTINGTON AVENUE, IITH FLOOR
BOSTON. MARI IS
ENGINEERINGUCENSE:
t OIi
PHERA/
N 59739 2
STATE 10-16-17:q �
O SY'40R1OP�\��[i�:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
STRAZZULA
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
DETAILS
SHEETNtIMBER: SCALE:NOTTOSCALE 5 C 1[A,��
FOR:
PROPOSED RRU (TYP.)
(CONFIRM WITH LATEST
RFDS FINAL COUNT AND
MODEL NUMBERS)
—
EXISTING GROUND BAR
(TYP. PER SECTOR) —
PROPOSED #6 AWG
BARE SOLID TINNED
COPPER CONDUCT01
PROPOSED #6 AWG
BARE SOUD TINNED
COPPER CONDUCTOI
TO TOWER
BOTTOM
GROUND BAR
PROPOSED #6 AWG
BARE SOLID TINNED
COPPER CONDUCT01
MOUNTING PIPE
PROPOSED
SPRINT ANTENNA
PROPOSED #6 AWG
BARE SOLID TINNED
COPPER CONDUCTOR
RRU (TYP
STAINLESS STEEL � —TWO HOLE COPPER
HARDWARE �I �� COMPRESSION TERMINAL
GROUNDING I M I , GROUNDING BAR
ELEVATION
LOCKWASHER
(TYP.) FLAT WASHER (TYP.)
1/2"X1-1/2" HEX BOLT
NUT (TYP.) (STAINLESS STEEL)
GROUND BAR
GROUNDING
CABLE EXPOSED BARE COPPER TO BE
KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
SECTION "A -A" COMPRESSION TERMINAL (TYP.)
NOTE:
1. DOUBUNG UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED.
EXISTING 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
TYPICAL GROUND BAR CONNECTION DETAIL
SCALE: NOT TO SCALE I 2
w 0
l 11041211ill (1,111
W, I MY
tl
Sprint
6580 Sprint Parkway
Overland Park, Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
Me soleeons are endlev
1401 To FL CT SUITE 2=
WINTER SPRINGS, FL snag
aw.nra«wR
JOB NUUSER 117-/
AMERICAN
TOWER
CORPORATION
115 HUNTINGTON AVENUE. I ITH FLOOR
BOSTON, UA0116
"ENGINEERING LICENSE
,OPHER J kk
It le
E N, q9
0 59739 2
-�• *lam .*
� 3 ' STATE 10-16-17- 7 : (rOF ;
ORANANG NOTCE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
MI13XCO58
13698 INDRIO ROAD
FORT PIERCE, FL 34945
GROUNDING
DETAILS
SCALE: NOT TO SCALE I I
NOT USED
SCALE:NOTTOSCAUE 3 1 G- 1
Existing
a
TYPE 3 CONFIGURATION
Tower Top
Future
Sprint
6580 Sprint Parkway
Ovedand Park, Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
Me eGIMNGIn ore endlev
1401 TOWN PI CT. SURE 2WO
MWER SPRINGS, FL 2210B
OIIb•R _RG
JOB NUMBER 317-Q4
AM=RICAN
TOW=R
CORPORATION
116 HIIMWGTON AVENUE, IITH FLOOR
BOSTON. MA 0211E
GINEERING LICENSE:
, PHERa,i����i
Ar 0 59739 •.�2
O:
O: 10-16
-1. IZ:
ATE OF
�i�••': � Z
R 1
ORAWNG NOTICE:
THESE DOCUMENTS ME CONFIDENTIALAND ARE
THE SOLE PROPERTY OF SPRINTAND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUREO
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
SCAE:NOTTOSCAUEJ 1
SHEETNUMBER:
RF-1
PLANS PREPARED FOR:
FREQUENCY COLOR CODE
EXAMPLE
SFM N??,AND CAlll.l:.l,
(30pY1H RADIO sI)
EXAMPLE
SHCI'OR SAND CARLY. I,
(14WAlIb NAIMOLll
EXAMPLE
SL'CPOR2ANDC UII4,(500341Iz
RAI110 at AND 1900MNz RADfO
01)
RRH CABLE MARKING LOCATIONS DIAGRAM
CABLE MARKING LOCATION TABLE
TAP➢
'IAG
IIX(.Nt1BN
X
V.\CNTUP-III M MRSHALI, HE c:U1 A1ll(.HI N ED
IVDI 10) BIfI OF 3' IvIHD OA%O%.
G\CII MA11 L'A 111.1(41 LAU. H¢([I., IR CODED
µ=(1)SCT OF 3^ WIDE BANDS NEAR TILL
X
'IT)PJII MI PIRN (:(IN%KV 110% AN D PRIOR'1'0
I:\'1'10OV: 1'l1I IMPS OR'I'R.ANSKI I I.1'I:R
BUILDING.
X
VA It KING TAGS SHALI. RH AI"I'ACH Fit AT
CABLE ENTRY PORT ON THE L\TERIOR OF
'INH N ARM Fit.
ALL BOTTOM IMAPERS SHALL BE COLOR
CODED WITH (1)SFI.OY11I• WIDE MNON ON
X
L\CI I I IN it III, HOII(IN1 A,NI D: H.
250OMHz RADIO CALIBRATION GABLE COLOR CODE
25M MN.01 CAL
GABLE -SECTOR
CABLES
FIRST RING
SECOND RING
THIRDRING
FOURTHRING
FIFTH RING
SIXTH RING
I ALPHA
I
YELLOW�Imry—LLLOWM
WHITE
—
—
2BETA
2
YELLOW
YELLOWi
N1YELL0_W=
WHITE
—
3GAMMA
3
YELLOW1
= YELLOW
YELLOW
YELLOW m
WHITE
2517U'W72ECAL
250.E-5ECTOR
CABLES
FIRST RIM G�
SECOND RING
THIRDRWG
FOURTH RING
- FIFTH RING - -
-SIXTH RING
I ALPHA
2BETA
3GAMMA
I
2
3
YELLOW
YELLOW
YELLOW
YELLOW
YELLOW
YELLOW
PURPLE
YELLOW
—
PURPLE
jjYELLOW
—
—
PURPLE
NOTES'
I. Ali. CA HI.FS. %NALL NI: AI A R KHD WITH w will V_ II V RTAHI I. I21:11. III.
APPROVED TAPE
2 I'l 11: 1'I RR'I-RING At 1.11.I. All CI MINI' VO 11111 N\O DI Tm: c.NI.1: AN1)
RI•A CI:11 At T ROXI MINA 2` FHONI'IHE. HI D CON\F.C11)IL
WRA'111GH PR{X)PAll, 0A IIRG\K-OI IT CALL\ MIA. 'I'I I HHC511A I.I. 1111 A F
SPACE➢iz 4 mC.ACII R➢IG TOR TIM GABLE IDENTITER,AND NO SPACES
RHIIYHH\ Tr H. FN r.Q1. 1\CY H i\D4.
3. A 2- UAP 5 HA I.I. SE15A1(AI E'I'll P. CABLE COLOR MOO MOM1'H I:
RRI:QLENCY COLOK L()DIC Tl III P• GOIAN RI AM I•DR 1'IIR PKRQI.II\('Y
CODE SHALL➢E PLACID IMX TO BACH ORIERWTFD SO SPACES,
4. TANS' COLORED TAPE(S) SHALL CACTI DT AIRAPPED.a MINIMUM OTa
TIMES AROUND IRE LNDWIDtAL CABLES, AND THETAPE SH.ALLBE R'EPI'
IN THE Si MR LOCATION AS MUCICAS POSSDILE.
5. SITES ?'III -MORE IHA.A FOCR(7J SECTORS W] 1 REQVME ADrElOO)iAL
RIGS FOIL R.ACH Slit Yxm.LOwl\u rHA P.TI'I'FIAN. HIOH(:AP•:(:t11'
Xfl'I(il 4'l W. USH 111 It \IIX'1'Q)LOR M'I'll11N1:Q1111\l Ii PUN AIIDf11 )NAI.
CARLPti IN Y.1(W SHM Ott.
e_ IIYDRID FIBER CADLE SIGLL BE SPCIVRIDC\TIFB!D INSIDE TIM
CAMN I W ON I I(QIIRN CY lit. NDLES, ON 1I It: 51:AIn 1IT I. ON-1111: MAIN LINI
UPOV MGTOPSEA1TIT2,.AND➢EPORDAND _=R. TIM BRLAYOUT LTID'
(31EDL'SA),AS µ'ELL AS BEFORE AND ATTER ASIY E\TRAN-CE OR EDT.
IVC -m,`1N IRLTNK• WILL -NOT BE NWRI.EDR'RH ME RBQCT\CY
CODBS.AS IT CONT.AIN'SALL FREQUENCIES.
B.INIDWIDUAL POWER PA➢iS AND FIBER BUNDLES SlA BE LABELED
XITH DO'1'A TI CABLE AND FREQUENCY.
C ( "00 b)
F71 'r
u LE .__
SPRINT CABLE COLOR CODE
SECTOR
CABLE
FIRSTRING
SECCNDRING
THIRD RING
I ALPHA
I
GREEN
NOTAPE
NOTAPE
2
BLUE
NOTAPE
NOTAPE
3
BROWN
NOTAPE
NOTAPE
4
WHITE
NOTAPE
NOTAPE
5
RED
NOTATE
NOTAPE
B
7
GREY
NOTAPE
NOTAPE
PURPLE
NOTAPE
NOTAPE
8
ORANGE
NOTAPE
NOTAPE
2 BETA
I
2
GREEN
BLUE
GREEN
BLUE
NOTAPE
NOTATE
3
BROWN
FROWN
NOTAPE
4
WHITE
WHITE
NOTAPE
5
RED
REO NOTAPE
6
GREY
GREY NOTATE
3GAMMA
7
a
I
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PUflPLE PURPLE NO TAPE
ORANGE ORANGE NO TAPE
GREEN GREEN GREEN
BWE BLUE BLUE
3
4
BROWN BROWN BROWN
WHITE I WHITE WHITE
5
6
REO RED RED
GREY GREY GREY
PUflPLE ft1RPIE FVRRE
ORANGE ORANGE ORANGE
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JOB NUMBER 317-404
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SPRINT.
REVISIONS:
DESCRIPTION I DATE I BY REV
ISSUID FOR O]NSMUCnON 10/32/17 R0 0
ISSUED FOR AEYDi 09(26/17 HP A
SITE NAME:
STRAZZULA
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13698 INDRIO ROAD
FORT PIERCE, FL 34945
ANTENNA & CABLE
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