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St LUCI E COUNTY
PJAN REVIEW
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VERIZON SITE #68887
NEW PROJECT FOR WIRELESS COMMUNICATIONS SERVICE
6425 RUSSAKIS ROAD, Fr. PIERCE, FLORIDA 34951 mos
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SITE MAKE:
CROWN BETHS SONG
SITE NUMBER:
68887
SITE ADDRESS:
6425 RUSSAKIS ROAD
Fr. PIERCE, FLORIDA 34951
APPLICANT NAME:
VERIZONWIRELESS
ADDRESS:
777 YAHATO ROAD, SUM 6W
BOCA RATON, FLORIDA 33431
LATITUDE:
27- 33' 437- MD 83)
LONGITUDE:
-W 2Y 23.83- (NAD 113)
SITE INFORMATION
SCANNED
BY
St. Lude CountY
REV.
T-1
TITLE SH&T
0
G-I
GENERAL NOTES
0
C-1
aviLSrTE PLAN
0
C-2
BUILDING ELEVATIONS
0
C-3
CONSTRUCTION DETAILS
0
C-4
RF CONFIGURATION INFO
0
S-1
STRUCTURALDETAILS
a ,
E-1
ELECTRICAL NOTES
0
E-2
ELECTRICAL SITE PLAN
0
E-3
ONE LINE DIAGRAM
E-4
ELECTRICAL DETAILS
E-5
ELECTRICAL DETAILS
rLHEET
INDEX
molmr �MARY I
INSTALLATION OF NEW WEARILESS ANTENNAS FOR
ENHANCED WIRELESS COMMUNICATIONS SERVICE
I PROJECT SUMMARY
APPUCANT/OWNER:
vergLonwireless
777 YAMATO AD U ITE 600
0jlS
BOCA RATON�11. DA 33431
PROJECT NAME AND LOCATION:
CROWN BEFHS SONG
VERIZON SM #68887
6425 RUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
MWANDIANTOWNROAD.SUREIM
JUPITER, FLORIDA 33458
PHONIC; ffil�-lm
FLORIDACA4�3
C'
No. 51567
% X STATE OF
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RUSS 41M.,
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FLOR140 A L
DATEOFISSEW111 I J��k%
JUNE24,2014
ISSUED FOR
coNsTRucTioN PLANS
SUBMALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405m()3
DRAWN BY CHECKED APPROVED'
CM0 RCM RCIM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEETiFR-
COVER SHEEr
SHEEr NUMBER
T-1
r: �:"� ll�
INTENT
1. CONSTRUCTION PLANS AND SPECIFICATIONS DESCRIBE THE WORK 70 BE
PERFORMED AND THE MATERIALS REQUIRED FOR THE PROPER CONSTRUCTION
OF T14E PROJECT.
2. CONSTRUCTION PLANS AND SPECIFICATIONS ARE INTENDED TO BE FULLY
EXPLANATORY AND COMPLOWARY. THOUGH. SHOULD ANY MATERIAL OR
SPECIFICATION BE SHOWN. INDICATED DR spEonrD ON ONE SHEET AND NOT
ANOTHER, IT SKU BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON
Bm.
3. THE INRATION OF THE CONSTRUCTION DOCUM94S IS TO INCLUDE ALL LABOR
AM MATERIALS JUASTNABLY NECESSARY FOR THE COMPOEIRON OF THE WORK.
4. THE PURPOSE OF ANY SPECIFICATIONS IS TO SUPPLEOIENT THE BMW OF THE
COOMC71ON PLANS AND TO DESIGNATE A PROCEDURE, 1YPE OR WAUTY OF
MATERIALS REQUIRED TO COMPLETE THE WORK
S. MINOR DEVZ4710NS FROM THE DESIGN LAYOUT MAY OCCUR AND SHAll. BE
CONSIDERED AS PART OF THE WORK. HOWEVER. NO CHANGESTRAT ALTER
THE INTENT OF THE DESIGN OF THE PROJECT WILL BE MADE OR PERMITTED
WITHOUr PEFWSS014 OF THE OWNER AND ENGINEER.
CONIUCTS
1. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VOTING
THE PROJECT SITE PRIOR TO CONSTRUCTION AND VERIFICATION Or ALL
MEASURR(ENTS ON THE CONSTRUCTION PLANS BEFORE ORDERING ANY
MATERIAL OR PERFORMING ANY WORK NO EM COMPENSATION SHALL BE
ALLOWED DUE 70 DISCREPANCIES BETWEEN THE ACTUAL DIMENSIONS IN THE
FIELD AND IRE DIMENSIONS INDICATED ON THE CONSTRUCTION PLANS, ANY
DISCREPANCY IN DIMDEJON WHICH WAY IAADVERTENMY OCCUR SHALL BE
SUBMITTED TO THE OWNER AND DIGINEER FOR CONSIDERATION BEFORE THE
CONTRACTOR PROCEEDS WITH THE WOW IN THE AFFECTED AREA
2. THE CONTRACTOR. WHEN AWARDED THE CONTRACT. WU NOT BE ALUMED ANY
EXTRA COMPENSATION BY EASON OF ANY MATTER WHICH THE CONTRACTOR
ENCOUNTERED OR ANY OTHER RELEVANT MATIER CONCERNING THE WORK TO
BE PERFORMED WILL BE ACCEFIED AS A REASON FOR ANY FAILURE OR
OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL THE OBLIGATIONS OF
THE CONSTRUCTION CONRACT
PROTECTION OF WORK
1. CONTRACTOR TO PROTECT THE WORK ARE& WHETHER INDOORS OR OUTDOORS.
MANITAIN FINISHED SURFACES CLEAN AND SUITABLY PROTECTED UNTIL
CONSTRUCTION IS CCUPLEIT AND ACCEPIUj BY THE OWNER OR OWNER'S
REPRESENTATIVE
2. PROTECT FIORD SUFACES, INCLUDING JAMBS AND HEADS OF OPENINGS
USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS MUST
PASS.
3. PROVIDE PROTECTION OF EQUIPMENT ROOM SURFACES PRIOR 70 CONSTRUCTION
ACTIVITIES IN THESE AREAS.
REPAIRS AND REPLACEMENT OF DAMAGED ITEMS
1. IN THE EVDIT or DkNAGE TO MSFING TACKLES, THE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEENTS AND REPAIRS AT NO ADDITIONAL COST TO
THE OWNER OR PROPERTY UNNER.
STORAGE OF MATERIALS AND TOOLS
1. CONTRACTOR IS NOT TO U= THE DISHING BUILDING SPACE FOR STORAGE
OF MATERIALS OR TODLS WITHOUT THE APPROVAL OF THE PROPERTY OWNER
2 ALL MATERIALS MUST BE SIDED IN A LEVEL AND DRY LOCATION AND IN A
MANNER NOT 10 OBSrRUCT THE FLOW OF OTHER WORK. ALL COMMENT OR
MATERIAL STORAGE MIM ALSO MEET THE SPECIFICATIONS OF THE
MANUFACTURER.
TEMPORARY FACRITIES
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LOCAL UTILITIES TO
PROVIDE TIOMPORARY ELEGMIC AND TELEPHONE SERWE AS NECESSARY TO
COMPLETE THE PROJECT THE CONTRACTOR MAY USE EXISTING ELECTRIC AND
TELEPHONE FACILITIES ONLY WITH OWNER APPROVAL ANY TEMPORARY POWER
CORDS MUST BE STORED DURING NON WORKM HOURS.
CLEAN UP
1. CONTRACTOR SHALL KEEP THE SITE CLEAR OF DEBRIS AM TRASH DUE To
CONSTRUCTION ACTIVITIES. AT THE COMPLETION OF THE PROJECT. CONTRAMOR
TO REMOVE ALL TOOLS SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE
THE WORK AREA CLEAN AND REIDY FOR USE BY THE OWNER,
2. CONTRACTOR TO VISUALLY INISPECT ALL EXTERIOR SURFACES AND REMOVE SDL
WASTE MATERIALS. AM OTHER FOREIGN MATTER. REMOVE ALL SPLASHED
MATERIALS FROM ALL FINISHED AND OTHER SURFACES.
3. CONTRACTOR TO MIALLY INSPECT All. INTERIOR SURFACES AND REMOVE WASTE
MATERIALS FOREIGN MATTER PAW DROPPRIGS, SPOTS. STABS. AND SOIL FROM
FINISHED SURFACES.
SHOP DRAWINGS
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECTICKDONS AS REQUIRED TO
THE OWNER AND/OR ENGINEER FOR APPROVAL
2. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, AND CORRECTIED BY THE
GEERAI. CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER OR CONSTRUCTION
PROJECT MANAGER.
PRODUCTS AND SUSSRTUFTO
1. SIJ31HT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST
IDENTIFY THE PRODUCT FAMCATION OR RWAUATION METHOD TO BE REPLACED
BY THE SUBSTITUTION. DMUDE RELATED SPECIFICATION SECTION AND DRAWING
NUMBERS, AM COMPLETE DOCUMENTATION SHOWING COUPUANCE WITH THE
REQUIREMENTS FOR SUBSTITUTIONS.
QOMPUANC
1. ALL MATERALS, DESIGN. AND WORKMANSHP SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL CODES. ORDWNCE�B, AND AUTHORITIES
HAVING JURISDICTION OVER THE WORK, UPON COMPLETION Or THE WORK. THE
CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERMCATE OF OCCURANCY (IF
REQUIRED fff THE LOCAL GOVERNING JURISDICTION) AND OTHER LEGAL
DOCUMENTS TO VERIFY SUCH COMPUANCE. WHERE NO CODES EXIST. THE WORK
SFAUL CONFORM WITH THE 2010 FLORIDA BULDING CODE WITH LATEST
SUPPLEMENTS OR THE CONSTRUCTION PLAN SPECIFEATIONS. WHICHEVER IS 909
STRINGENIT AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THAT EFFECT
Z It IS THE ODUTRAMORS RESPONSIOUTY 70 VERITY COMPLIANCE WITH GOVERNING
CODES AND TO NOTIFY THE MER IF ANY DISCREPANCIES PRIOR TO PERFORMING
WORK ON THE SITE
& REFERENCE TO ANY STANDARD CODE OR PRACTICE IN THS SPEDFUTION SHALL
BE DEEMED TO REFLECT THE MOST CUFIRENT EDITION AT THE TIME OF AWARD OF
THE CONTRACT. IN ADDITION, LOCAL AMENDMENTS TO SIANDARD CODES VnLL
APPLY. THE ODIARAMOR SHALL COMPLY WITH ALL ZONING AND SITE
AcwsrnON STIPULATIONS AS OUTLINED IN ANY ZONING APPROVAL Or THE
PROEM.
4. THE FOLLOWING CODES ARE THE MUDIUM THAT WILL BE REQUIRED FOR THE
CONTRACTOR TO ADHERE TO THE LATEST EDITIONS OF THE
-2010 FLORIDA BUU_DM CODE
-BUILDING OFFICIALS AND CODE ADMUSTRAFORS (BOCA)
-NATIONAL ELECTRIC CODE (NEC)
-AXSI/rA/ElA-222-REVISION G
-LIFE SAFETY CODE NFIRA-LATEST EDITION
-FEDERAL AVL471CN EGUiAlIONSIATEST EDITOR
-UNDERWRITERS LABORATORIES
CDORDNTION INVITH LOCAL PMC UTILITIES
1. THE CONTRACTOR WILL CDORDNATE WITH LOCAL UTILITIES FOR THE ELECTRIC AND
TELEPHONE REQUIRDIENTS OF THE SrFE. THE CONTRACTOR VU ALSO
ODORDINATE WITH ALL OTHER RELEVANT WRITES INCLUDING WATER, SEWER.
STORUWATER, CAM TELEVISION. AND ANY OTHERS TO PROTECT ANY OF THESE
UTILITIES ON THE PROJECT SITE DURING THE COURSE OF CONSTRUCTION.
PERMITS AND LICENSES
1. CONTRACTOR SHALL HAVE EVIDENCE OF ALL REQUIRED PERMITS AND LICENSES;
AVAILABLE ON SITE AS REQUIRED FOR LOCAL INSPECTION AtJTH0RfnEs
INSPECTIONS
1. TIE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 24 HOURS IN ADVANCE
OF ALL REQUIRED INSPECTM THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT REQUIRED INSPECTIONS BY PERMTITNG AUTHORITIES ARE
CARRIED OUT IN A TIMELY MAKER SO AS NOT TO DELAY THE PROJECT
CONEITRUCTLON. THE CONTRACTOR SHALL PROVIDE DOCUMWATIDN OF ALL
INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
THE OWNM TESTDIG LABORATORY DR DRAINEERUNG FIRM TO OBTAIN ALL
REQUIRED INSPECTIONS AND 7ESDNC. THE CONIBUAMDR 5 TO PROVIDE
RESULTS OF ALL TESTING TO THE ONNER.
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAM INCLUDING BY NOT LIMITED
TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL. PUBLIC DURING
THE DEE CONSTRUCTION PERIOD. THE CONTRACTOR WALL TAKE ALL
RDLWABLE PRECAUTIONS TO D19ALL AND MAINTAIN ALL SUM DEVICES,
INCLUDING. BUT NOT [HIRED TO, MMCADES, LAMM SUE, BARMUS,
WARNING TAPES, AND OTHER ITEMS IN ACCORDANCE WITH OSHA SAFETY AM
AND ANSI OCCUPATIONAL GUIDELINES.
ENVIRONMENTAL PROTECTION
1. WME LEVEL- THE CONTRACTOR SHALL DSURE THAT ALL STATE AND LOCAL
REGULATORS REGARDING ACCEPTABLE NDISE LEVELS ARE ADHERED TO DURING
THE COURSE OF CONSTRUCTION ACMIRES.
2. DUST CONTROL' THE CONTRACTOR SHALL IMPLEMENT NECESSARY DUST CONTROL
MEASURES TO LIMIT THE RELEASE OF FUGITIVE DUST DRUM THE COURSE OF
CONSTRUCTION ACTUTTIES,
MPANCF AND BONDS
1. EACH CONTRACTOR AND SUB-CONTRAZTDR SHALL AT HIS OWN D(PENSE CARRY
AND MAWAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AND
BONDS AS BEGUILED AND SHAUL NOT ODMME)ICE WITH HIS WORK UNTIL HE
HAS PRESENTED ALL CERTIFICATES OF INSURANCE TO THE OWNER.
REPAIRS OF EXISTING FACIURTES
1. ANY DLISW FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION
ACWTTEES SHALL 13E REPAIRED TO A CONMION EQUAL TO OR REM THAN
THE CONDITION PRIOR TO THE DAME OF THE FACILITIES.
AS -BUILT DRAWINGS
1. THE CONTRACTOR WA PREPARE A RED LINED SET OF AS -BUILT DRAWINGS IN
THE FORM OF MARKED UP CONSTRUCTION PLANS THAT SHALL BE PROVIDED
TO THE OWNER. AS -BUILT PLANS WILL BE PROVIDED TO THE OWNER WITHIN
2 WEEKS OF PRACTICAL COMPLETION OF THE PROJECT.
APPLICANT/0'WHER.
Veri7017wireless
777 VAMJLTO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION.
CROWN BETHS SONG
VERIZON SITE #68887
6425 RUSSAIGS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
0e WAYPOINT
EWINEEIFUNIG AND MWIVENT UC
820 W. INDANTOVIN ROAD. SUITE 105
JUPITER. FLORIDA 3U!JI
PHONE WWW-IM
FLORIDA CA#�73
EKG L . Afo
No. I 567
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FLO
DATE "Fl"�.
111
JUNE', __._
ISSUED FOR
CONSTRUCTION PLANS
SUBMnTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405M
DRAWN BY CHECKED APPROVED
CIVIO ROM RGM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1
Fir
LEGEND
X 4*0 EMSTING ELEVATION (SVE SM�. NAYD W)
PROPOSED ELEVATION (NAYD 68)
W-O* ElOSTING ELEVATION CONTOUR (HAND 88)
ELEVATION COUTOM (WW BIG
MsTING 52' 0' X SV� PROPOSED EQUIPIAENT SHELTER AND ANTENNAS TO BE PROMDED BY �M
MPOUND NOM' CM�CTCR TO PROVIDE CCMBMDON LM AND CHAIN FOR DATE. U�OCI( NO.
17W OR APPRO� EQUN%LENT. BE INTO E)OSTING I.M. AS NEEDED. INSTALL 5/16-
-IDUSTING ll'-V" X 20' 6 GALVANDED CHAMI MINIMUM. COMBINATION M M 037� MGM VMoN WREUES�
AT&T SHELTER -.1 PRC�CT SITE IS LOCATED IN FLOOD ZONE V Ali PER FIRM CDmmUMFr PANEL NO
F-1 Fj 121110007W REVISED DAM FEEIRLIARY 16. MZ F000 AREAS UNDETERMINED BUT P.SSSLE
BRIGM (SEE I
x N�l DEYA& � C-3) FMZWEMMIMIGETATON. DEBRIS, M�C AND DELETERIOUS
12V MMOFQLE MATERIALS FROM ARE MTHN COMPOUND AND DRIVEWAY UNITS.
2 FOR AREAS OF FILL UTUUE C�SS V BACO�- S4M.I. BE CLEAN &AND FlU.
APPROVED FOR USE BY THE ENG$WL NO UNAPPROVED MATERIAL VLL BE
ALLMED. CLEM SAND RU. Sl� BE FREE OF ALL MARL. ROO7S, BOLILDERS
ICE OR OTHER DELETERIOUS MATERV1
a � SHALL BE C*�ACTED TO 9= a THE UNNUM MY � MODIFIED,
WIG ED. AREA � TESTTOAUZMUUM CF2 FEET BEI.OWTKEB0T7DM WALL,
FOOTINGS. ICNIMUM 20M W BEAIUNG CAPACITY imLL BE REQURM
LESSEE y NON-EXCLUSIVE-1
EASEMENT FOR KE MIDGE
(2B SF) A Y
GENERATOR
T '- XM AREA
LESSEE PROPOSED 12* X V-/
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I ST PLAN BASED ON FIELD DIMENSIONS NOT SURVEY NORTli�b I
APPLICANVOWNER:
verl7—Onwireless
777 YANATO ROAD, SIHTE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERIZON SITE #68887
6425 RUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
kifuk WAYPOINT
JUPITER FLORIDA 33458
PmNE: ml��-1220
ENGINEER $9AL C.
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No. 51567
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DATEI)FISSU wf4AL '4
JUNE 24, 4
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCROPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CIAO Rcm RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEET TME
SUE PLAN
SHEETNUMBER
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GENERATOR �UST-
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VeriZOnwireless
777 YAMATO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERIZON SITE #68887
6425 RUISSAIOS ROAD
Fr. PIERCE, FLORIDA 34951
PROJECT ENGINEER
3 WAYPOINT
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ENGINEERINGAND EQUPNENT LLC
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No. 51567
TATE OF
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4P
FLO �
DATEOFISSUI I I MW
JUNE 24, 2D14
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L.201405-M
I
DRAWN BY CHECKED APPROVED
CmO RCIVI RCM
APPROVING AGENCY
ST. LUCIE COUNTY� FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEET TITILE
BUILDING ELEVATION
PLAN
SHEET NUMBER
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APPLICANTIOWNER:
VMZOpwireless
777 YARATO ROAD, SUfrE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BEMS SONG
VERIZON SITE #68887
6425 RUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGMEER
10" WAYPOINT
3.4
ENGINEERNG MD EGUIP �.U_C
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No. 51567
'J3 fTATE OF
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FLORIDA
E
JUNE 24. 2014
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CIVIO RCM RCM
APPROVING AGENCY
SL LLICIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEET TITLE
COAX CABLE SUPORT
SHEET NUMBER
C-3
a
TOWER ELEVATION
N
AT&T ANTENNAS
12Y MOIIOPOUE
CENTER OF 116' AM PER RF
TO BE IMSTAi-LED PER RF
ANTENNA LAYOUT
.-d .�. ft' ...W.10
Ll d
7A SECTOR
(02)
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RF DATA
VIE AND ANTENNA NOTE&
UNIH "RUW 15HOM ON SITE PLAN REFERS 70 TRUE NORTH. CONTRACTOR SHALL VERJFY AUD NOTIFY vERjZON OF ANY DISCiIEPANCY
BEFORE CCUMENCEMENT OF CONSTRUCTION.
Z ANTENNA AND COAX 70 BE PROVIDED BY VERIZON WIRELESS. CONTRACTOR TO COORDINATE DEUVERY OF MATERIALS.
2L ALL �READED STRUCTURAL FASTENERS FOR ANTENNA MFPOR7 ASSEMBLIES TO CONFORM NTH ASTM A307 OR ASTM A36. ALL
STRUCTURAL FASTENERS FOR STRUCTURM- STEEL FRAMING SHALL CONFORM WITH ASTM A2I25. ALL WOSED FASTENERS SHALL BE
GALVANIZED UNLESS OTHERMSE NOTE&
4. FRDYBIE LOCI( RASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTOR& USE STAINLESS STEEL HARDWARE THROUGHOUT.
5, THOROUGHLY REMOVE ALL PANT AND CLEAN ALL DIFIT MOM SURFACES REOUIRING GROUND CONNECTIONS.
6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. ALL BENDS TO BE A MINIMUM OF S' RADJUS,
7. FOR ALL D(TERNAL GROUND CONNECTIONS. APPLY A PROTECTIVE COATING OF AN7I—D)aDANT COMPOUND SUCH AS 'ND—O)aDE A' BY
DEARBORN CHEMICAL COMPANY.
IL REPAIR ALL GALVANIZED AREAS DAMAGED BY TKERUDIMEUING. REPAIR MT14 CDl-D—CALV PXNt
LINES AND ANTENNA NOTES
APPUCARTiOWNEk-
�-onwireless
777 YAMATO ROAD, SUITE 600
BOCA RATON, FLORID& 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERIZON SITE #68887
6425 RUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
3�4 WAYPOINT
ENGINEERINGAND EOMUENTLI-C
WOMINDIANTOWN ROAD.SUITE 10
,UPUER.FLOFITIA�
PHONE' 5111�100
FLORJDACAO�
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No. 51567
EOF
RUSS
FLO
DATE OF IS$
111""
JUNE24.PI4&1
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTAL$
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CmO Rcm RCM
APPROVING AGENCY
ST. LUCIE COUNTY. FLORIDA
BUILDING CODE
20 10 FLORIDA BUILDING CODE
SHEETTITLE
RF INFORMATION
SHEET NUMBER
C-4
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EQUIPMENT SHELTM FOUNDATION DETAIL
STOOP DETAIL
I- STRUCTURAL NOIES�
DESIGN CIRMERA: 2WO FLORIDA BUILDING COGE
LOAD CRITERIA. WIND MAD (ASCE 7-10)
5 MORTAR AND GROUT
A. MORTAR FOR MIT MASONRY MALL BE TYPE S MASONRY CEMENT IN ACCORDANCE "M ASTM C-270. MORTAR INGREDIENTS SHALL BE
BASIC WHO SPEED; 15D MPH (3 SECOW GUST)
WORMACKLY MIXED IN QUANTITIES NEEDED FOR IMMEDLATE USE. F WATER IS LOST WROUGH EVAPORATION, BETEMpERING SNALL OCCUR wMm
WKD IMPORTANCE FACTOR-. 1.0 (CATEGORY M)
1.5 HOURS OF MIXING. DO NOT RETEMPER MORTAR AFTER 1.5 H0lJRS OF HONG.
WIND EXPOSURE: C
a. GROUT FOR AUL MASONRY MAU BE IN ACCORDANCE NTH AM C-476
C. MWT FILL FOR MASONRY MALL HAW A 28 DAY STRENGTH OF 300OPSI WW AN 8 INCH MINIMUM SLUMP.
CENMAI
A, WESE NOTES ARE IN CONJUNCTION WTH THE SPECIFCATIONS IF A CONFLICT EXISTS. ME MORE STRINGENT REQUIREMENT GOVERNS. ME
D. WHEN GROUT PUCEMENT IS STOPPED FOR MORE THAN ONE HOUR. CONTRACTOR MAU. TERMINATE GROUT 1.5 NICHES BELOW TOP Iy UppER
MASONRY UNIT TO FORM A POSITIVE KEY FOR SUBSEQUENT GROUT PLACEMENT.
ENGINEER OF RECORD MALL BE CONTACTED IF ANY CLARIFICAM)NIS RE(URED.
B. PR07ECT EXISTING FACILITE!I. STRUCTURES. AND UTILITY LINES MOM ALL, DAMAGE. VIZ07ECT WE WORK, ADJACENT PROPERTY. AND ME
E. CLEAN CUT OPENINGSI SHALL BE PROVIDED AT WE BOTTOM OF EACH CELL TO BE GROUTED. MASONRY MI S AND CAVITES SHALL BE
PUBM CONTRACTOR IS SOLELY RESPONSBUE MR DAMAGE OR N,IJRY DUE TO HIS ACT OR NEGLECT.
CLEANED NTH HIGH PRESSURE WATER SUPPLY. OPENNGS MALL BE SEALED NTH MASONRY UNITS AFTER CLEANED CELLS ARE INSPECTED.
F. GROUT MAU. BE PUMPED AND WE WATER CONTENT IN WE GROUT SHALL BE MAINTAINED TO WE DITENDED � WITHOUT AGGREGATE
C. ME CONTRACTOR IS SOUlY RESPONSIBLE MR JOB SAFETY AND CONSTRUCTION PROCEDURES
D. PRIOR TO CONSTRUCTION. FIELD WRIFY AU. DIMENSIONS IN ME DRAWINGS AND DETAILS AM REPORT ANY DISCREPANCIES IMMEDIATELY TO
KPARATON. GROUT LUIS ARE UNITED TO 48' AND SHALL BE RODDED FOR CONSOLIDATION. A MINIMUM WAIT PERIOD OF M MINUTES MALL
ME ENGINEER OF RECORD.
OCCUR BEFORE PLACING NEXT LIFT.
REINFORCEMENT
E. REFER TO THE ENGINEER FOR HS7RUCFON FOR ANY DIMENSION NOT GIVEN ON THE DRAWNGS. KAUNG OF DRAWINGS MALL NOT BE
USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON ME DRAWINGS.
B.
A. REINFORCING STEEL SHAU. BE AM A-615 NTH SUPPLEMENT. MADE 60. MINIMUM WORKING STRESS -24.006 PS.
I
B. ALL REINFORCING MALL BE UNCOATED (BUCK)
A. ALL CON STE MATERIALS. PLACING AND HANDLING SHNU- BE IN ACCORDANCE WITH AV 318 AND AV MI. LATEST EDITION
C. ALL DIMENSIONS PERTAINING 70 LMAlH)N OF REINFORCING BARS ME TO CENTERME BARS EXCEPT WHERE WE CLEAR DIMENSON IS MOM
B. STRUCTURAL CONCRETE MALL HAVE A SLUMP RANGING FROM 2 TO 4 INCHES AND A MINIMUM MAY COMPRESSIVE STRENGTH OF MOO
TO FACE OF CONCRETE.
PS.
D. AV STANDARD NOOKS SHAUL BE USED UNLESS OTHERWISE NOTED.
C. CONCRETE COVER OVER REINFORCING IS NOTED ON PLANS
L ALL LAP SPLICE LENGTHS MALL BE IN ACCORDANCE NTH THE LATEST EDITION OF AV 318 AND CRSI STANDARD PRAC710ES FOR Cl A V
D. FORM ITES AND REINFORCING BAR SUPPORTS SHALL BE OF A NON-CMIROSVE MATERIAL INCLUDING. BUT NOT LIMITED TO, FIBERGLASS,
SPUCE% EXCEPT AS OWERNSE NOTED.
PLASTIC, AND/M CONCRETE BLOCK.
F. ALTERNATE HORIZONTAL JOINT REINFORCEMENT FOR MASONRY WALLS MAY CONSIST OF THE FOLLOWING, SINGLE INYTHE JOINT REINFORCEMENT.
E. CONCRETE FINISHES: FORMED SURFACE SMOOTH FROM FINISH PER ACI 301
LADDER TYPE, HOT VP GALVANIZED AFTER FABRICAVOK COLD -DRAWN STEEL CONFORMS TO ANSI/AM A-BZ 3/16 INCH MOE RODS WITH
F. AU- GROUT SHALL BE NON -SHRINK. NON-METALUC
3/18 IN04 GROSS TIES.
CL CONCRETE MALL BE WET CURED IN ACCORDANCE MW ACI MI FOR A MINIM OF 5 DAYS
IL FIBER REINFORCEMENT. UK ONLY I= VIRGIN POLYPROPYLENE MO FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS. APPLICATION
H. ALL CVNCREIE SHALL BE PLACED IN WE DRY
PER CUMC YARD SHALL EQUAL OAX (1.5 LES) BY VOLUME
4 CONICINTE MASONRY UNITS
A. MASONRY CONSTRUCTION AND MATERIALS VIAL. CONFORM TO ALL REQUIREME41% OF TSPECLFICA71ONS FOR MASONRY STRUCTURES (ACI
Z. %MEPARAnm mom..
A. OVE ALL EXISTINU �UTANUN. DESRS� ORGANIC AND DELETERIOUS MATERIALS FROM ARE VAMN LEASE AREA LIMITS.
53O.1/AS06/TMWO2)- PUSUMIM BY THE AMERICAN CONCRETE INSTITUTE DETROIT. MICHIGAN, EXCEPT AS MODIFIED BY WE REQUIREMENTS
0. FOR AREAS OF FILL UTILIZE M AS 'B' SACKMU WALL BE CLEAN SAND FILL APPROVED FM UK BY WE ENGLNEER. NO UNAPP I ROVED
OF THEME PLANS AND CONTRACT DOCUW�
MATERIAL "Ll. SE ALLOWED. CLEAN SAND FILL MAU. BE MEE OF ALL MARL, ROOM, BOULDERS OR OMER DELETERIOUS MAIERIAI�
B. ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS IN ACCORDANCE NTH ASTU C-90. TYPE 14 NORMAL WSGHT. W -
C. WIL SHALL BE COWPACIED TO 95X OF THE MINIMUM DRY DENSITY MOUNTED PROCTOR. 70 A MINIMUM OF 2 FEET BELOW ME BOTTOM OF
1500 PSI
ALL FOOTING& MINIMUM 2000 PST BEARING CAPAJ3TY Will BE REQUIRED,
a INSTALLATION, AUGHIMENT, STORAK AM HANDLING SHALL COMPLY WIM AV 00 BUILDING REQUIREVE14TS FORMASOMY STRUCTURES.
LATEST EDITION.
D. MASONRY UNIT WM MALL BE AS INDICATED ON ME PLANS. AND MALL BE FREE MGM CHIPS AND CRACKS ON ALL EXPOSED SJRFACES
E. REINFORCE MASONRY UNIT CORES AND CAVITIES NTH REINFORCEMENT DAVIS AND GROUT AS INDICATED ON THE PLANS. MORTAR MAU- HE
VIRED FOR SEVEN (7) DAYS BEFOHE FAILING GO I S WTH GROUT. VERTICAL REINFORCEMENT MALIL BE MAINTAINED IN POSITION AT TOP
AND BOTTOM OF CELLS.
F. MASONRY MIT SURFACE N CONTACT WITH GROUT MALL BE WETTED JUST PRIM TO GROUT PLACEMENT. MATERIALS AND SURROUNDING
AIR TEMPERATURE MALL BE MAINTAINED TO A MINIMUM 50' PRIM TO. DURING AND FOR AT LEAST tS HOURS AFTER C*&tPUEIION OF
CALL,IBHOURS
MASONRY WORK.
BEFORE YOU 010
M CONCRETS N�DmRY UNITS SHALL BE LAID IN RUNNING BOND.
H. BUTTERING CORNERS OR JOINTS OR EXCESSIVE FURROWING OF MORTAR JOINTS 5 NOT PERMITTED.
ITS THE LAV41
1. DO NOT SHFT OR TAP MASONRY UNITS AFTER MORTAR AS AV UEVED INITIAL SET. WERE ADJUSTMENT MUlIT BE IMAGE. REIMOVE AND
Di"kLell DID �mo'
REPLACE MORTAR
J. ALL BRACING OF MASONRY DURING CONSTRUCTION SHALL BE PROVIDED AND INSTALLED ACCORONG TO ME STANDARD PRACTICE FOR
BRACING MASONRY WALLS UNDER CONSTRUCTION EXCEEDING 8 FEET.
SMHMGTMME�Wn�
STRUCTURAL N
APPUCANT/OWNER-.
\1 �.'
veriz.onwireless
777 YAMATO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN SEFHS SONS
VERIZON SITE #68887
6425 RUSSAKIS ROAD
FF. PIERCE, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
MY1.11,01ANTOWN ROAD. SUITE IM
JUPITER
R
FLORIOA=9�7
CA#M73
, -�vv c- A46,�
ENNEMSEAtEiv
No. 51567
STATE 0
RUSS 0
FLO ID .
JUNE24,2014
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCIWTION
PROJECT NUMBER
L201405-M
DRAWN BY CHECKED APPROVED
cmo FICIA Rcm
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEET TME
CONCRM PAD DEMILS
SHEETNUMBER
S-1
& fu
Q I
ELECTRICAL SYSTEM NOTES
�YAB=SARY FOR A
a THE CONTRACM SHAIJ. OBTAIN AU K� PEPLUM INSPECTEVIS AND
QMWORK��MMM���MTK�
allanimccom
D. w sim staoinIoic INS BIG. = TmI: SITE or m
PROIECT AND BECINNE RNLLYQ BIG THE NO ALILDIVOCE BILL Ill
1014: FOR EXISTING COPABITIONS 0 FANNIE OF THE CONTRACTOR TO
M.
E EKACT LICA1104 OF Alt � SHALL BE ONDROIN"l) WTH VG&LM
Chmm THE BARIONIS OVIER AND OTHER wbm
F. WARE EQUAINT 6 SPECIRED BY M TIM
SALL 010 CONTRACTOR
gun MIT DETAILS; a PROPOSED NATERIALS, IlEASOfil FoR CHANGEL ANC)
CHANGE IN CONTRACT ANOUNT.
A, THE CONBRACM SHALL PROVIDE ALL ELECTRICAL STRONG Aid) DWMM UNLESS
mama INGIDATED. " 001� ARE m; FOLIDNS�
I. PrrVIGE uEcnmcAw� sznvIcE n monucuo IVA THE ivuama&
Z PNOVIDE SERVICE EWIPIW LOAPAIIIII 9 ITNECTEEO BY CAGINER AND
� INIFICATED CIA THE DAAJV�
A PROVIDE TELEPHONE CONEAFT WITH PILL m AND ME AS ININCITEG ON
GAINING&
� ELOCTOORL SERVICE VITIN POWER GO cohITACT
& OMAN FW CNIRENT LEM PRIOR To CGNSAH)CI)ON. CONTRACTOR
IRAN. IANKE TO CBCLART BRIAXITS TO MEET FAULT CIARREff
WHEN MDT USING CURIERT LAYTING nm
5. COLIORNATE TELEPHONE SERVICE Voll THE TEILPHONE Co. CONTACT
PRIOR TO CONSTRUCTION.
6 INSTALL. BARE AND CONIM AS INTICATE). PROVIDE OBIJE SIMIM AS
VOICOED.
7 PROVIDE ILIGINTASABI PINITIRGIONI SNSTEN AS MOM
& RJESTOAE ALLMEAS TO ORl;xkI. CONDITION AFTER INSIU.1,01m OF WAIM.
I CONTFtACTGR SHAN. CLEMLY LABEL DISCONNECTS AND OTHER RELATED GOAL
IM 9 TAX OF PUN PERWITING, OWITIVICOR SHALL ARTY FOR A VIRTY (30)
DAY 70"M POORER PERAIT FOR TESTING PIARPOSM
& Colaff
A. Cotaff saEs As smonim m THE WwTmos m A wzm" TIN: acHriucToR
Lff INCREASE 13 REOLURED TOR EAU Of P�
B. COEXIST Topes SHALL BE AS 1,0110111S UNLESS GTHERITSE INDICITED'
1. ALI- ABOW ClUbE CONSIST SHAN. BE RGID GAL!VM2W S�
C. ALL E)(POSED CONS)LAT SHALL BE NEATLY INSTALLED AND M PARALLEL OR
GROUNDING PROTEMON SYSTEM NOTES
� ff NOT CAPPED GALVANIZED STECELL HILON INSULATED BUSHINGS SHAU
BE m ON All. CONANAT
0. RICK CONOW SHAH. SEE UQUID Tw FICAN" LACONXIC cOlOw.
E. NO CONGLITT � BE INSTALLED IN LNE SLArETr MW SLICH AS
T. CONINiT MINES ME SCHRIJAKIlL ATO D VEIU� � ESVBRE
BID. COORDINATE ROLITE V,1714 VITALO CARRIER AND Buum
OVANER
G. �IRERPA� HUM � BE tKSIED FOR AND SIDE
TO �RE �m ORA'DOOM
4.
A. CORKICHIRS SHALI. BE STRANCED COPPER TYPE lNuam M W ECGAEE C ME
INSULIalink.
A. INTERIOR ENCL SHALL BE NEIA 1. EXCIEROR EAM SHALL BE NENAL M
& GROUNDING
A, PROVIDE GRO" SMEW 4 PoIrAZED ON THE OVMNoS Mo 9 RGHARM BY
THE HATKINIAL OJECTIBC GONE AND RADO EOGGPIND11'
& All RACCUM BECAME SONTING CONEXICTORS THROI)GH
THE RACMY SMIEW SHALL BE CONTINUNIS FROW IIAIN SWITCH CIOUND SAM
TO PAN117GROKAND SAM AND FROU PAREL. GRIJAINING SAM To BItAHCH CIRCLET
mmomam AM ZiAm Wmm=%mI;am
OR THE m�
C COINIMBE WITH ENCLOSURE SIJIFFIL[ER TO INSTALL. TOW GINAIND � BaN
THE TELCO BOARD. CONNEC17 TO I&AIN GROINIGNIL StSTEIL
1. RIME 10431 ENTRANCE GROISIL) aW (CONS). 3-H X 611 114-0. MOUNT AT
11. � CONTRUGGR SHALL TAKE &NIGER RECINGS OF GABOURID. THE F151113S
Z PREARDE A GROUND � EIREED A UNINKIN OF IIr SOLDIII CRNJX� THE GFOUNIO
lz AULL. CONNIZINRIS TO GAZU'll) SYSIO, SHALL BE UVIDE IN LINE: Wool Evols NOWNAL
ALLOWED,
IC ANTENN)k CABLES SHQLl BE BORNEO AT EACH ENG. IW GBOUTER THAN 15V
SITTING LT. DOEIIII 112 TO EACH REACIE FLANE TO M PI,ANES Vifloill W.
SHABIL BE SEIZED Tcvl� mm OF LE)CATION m
m-m OUREA's PROJErr wvhuxlal�
Bum GRICKNE) " ASINEY CBS4I,
IS- Inall � CouffAcrolt SlImal. NONE) � TO � DINE11 AND TO
5 EACHI LED OF THE ImANEGLIDE STHACTilRE SNALIL BE EONDEB TO THE
GN) BING VIAM P� ClAlloollom! WITH NWELESS CARRIER PROIECT NNINVISIAL
SUITE) GNI) ACW EXOTHERIJUNALLY BELL) CONNECDONSI AT POST! FOR NONEGLINAE
IS- CONTRICTOR CAN! PROVIDE WE OF THE F011011110 AS BRECIED BY THE PROJEC'
suItcnma: ANG EuTmoo m RaNs. PLAc: S/nIo. RICO AT lor
MANINCERt THE SEONEo OPROVil IS PREREARIA
VVIONPILS ALM WAVEGISNE PATH.
AL COVEN) EACH CANNIET OR01IND TIRE To GROUldi RING AS SmVwV IN
Eoup" CRINNID MAUL.
6. BOND REBAR AN ONNOoM M EQUIPINK! PAD TO
B. CKAVELIO EACH M To A I/174-ar YIN. COPPER M BAR MM
BURIED GROW RING, EXOTHERIOULLY BOB A 12 TWO SOLID COPPER CORIJACTOR
BEHIND RAND CARGET. EXTEND A 12 WGZE SIGN EACH 90 OF COPPEFt
70THEREBARANOCONINECTIORIERV GAININDIVoll
7
17 PROVIGED BRAIDEE) BDAKGOIG XUPERS BETWEEN EACHI GAJE AM POST (OPTIONAL).
B. PROAAEA� BONDING CONOLIUMMS) " THE BURIM GROW RAG TO THE kRENNA
IS. CONTKA" SHALL PROVIDE EWHEIM SONDING 9 ALL. AURIED GFGNIA�I HING
CABLE BUSS BAR AT-Pooff INSIDE OF THE STRUCTURE Cm.
CGNNECn0H% SIRDICTUft VOLIF&JENT Tltkll� � RACK EXISTING TOWER
VERITY CKACT LocAnchl Or MPPER DAIS GAIT TOR PlImPull CONELICTOR LENGTH.
CONTRACTOR SHALL PROVIDE 1JECHANKIN. BOXISIG AT ALL ANTENAIlk SECTOR CRXAO
N, Excvmm�y BELO LONGING; coNoAxCroR To cownw.-am =ww LEG
BASS. ALL ELECTRICAL EQUIP" MOINNECRI, J-DOXIS, PAHOI-
AT 1'-0- ABOVE PAII AND SONO To BINNED GRO11111) 1UNk PIZOVIDE A 3/4- PVC
B0JMG% CABINETS. AND " CROIAND SAN AS ONCTED III IBRELESs CAARiElt WALL
SLEEVE INCH A GRADJAIL. BENE) IN THE CONCIORE FOUNDARION,
VECHANBCAL. CONNECTIONS SAIALL BE �Y TOWRIATED W/ UIGS, NLM & BOLTS.
1% SWALL SIB'X;W-V LEM COPPER CLO GFOUND JACKS AS SAKAIAN ON M
21. CONTRACTOR SHAL.I. CIAJ WITH ALL. POINTS OF CONVA71' BETITENi
� FOR ALL. GROUND RODS SHOY'll. ME SNOTLESS = HVIABARE
INHERE �
(XSSaNM IfilAM
ELECrRICAL SYSTEM NOTES
APPLICANTIOWNER:
verizonwireless
777 VAMATO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BEMS SONG
VERIZON SITE #68867
6425 RUSSAMS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
10" WAYPOINT
..,14
ENGINEERING AND EOLnPMMT U-C
aWVV. INDIANTCAVN ROAD. SUITE 10
JUPITER, FLORIDA W,158
PHONE: MI-252-1220
%W11111/11"
ENGI�� .
s
No. 51567
k
tTjf E OF
RUSS RI$6
FLO
DATE a
JLNS24'!20T'N'
ISSUED FOR
CONSTRUCTION PI ANS
SUBMITTAILS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CmO Rcm RCM
APPROVING AGENCY
ST. LUCiE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEEFTITLE
ELEMICAL NOTFS
SHEET NUMBER
E-1
*jr Z=
�G AT&T
WELTER
m
GROUND LEAD (EACK WAG UNIT)
CADKU) TO GROUND FUND (EACH
NvAc McmD L"FAD)
COPPER (TIP)
PROPOSED ICE BRIDGE "TH IVAC WAG
COAX CAB M
EIasnNu 129, MONOPOLE
E)UST)NG TOM-,,, GAIL
GROUND RING C ON R
EXISTNO ICE BRIDGE m N W
0 EG.
CALLMHOURS
REFOREYOUNG
rrSTHFLAW 0,
DIA1811 ��belaw.
1 52!-0* X 5O`-T
EQUftENT COUPM)ND (NOM- UTUTY COORDBIATION NO
COUPkERE AT � TUE-FNAU.
I DESIGN TO BE D�W) I
GRCCNID LEAD FEW WELIER
ELECTRICAL SYMBOLS
GROUND RING (FOR)
m RON ENT IN SHELTER
KDAMON INW GROUND RING
ANT
ANTENNA
W
aECIRTX IRTAUUC TIRING
-12 AIIIG BARE TINNED SOLD
A%
em
mwNG
COPPER IoisIE (rrP)
0GII
BARE OCIPPIR Im
UPS.
LORWING PROITIGTON SYSHW
,PROPOSED 518'MW GROUND ROD WlH
RAT
RACMY
SS.
SINIMS ST11
INSPECTION Sim CADWELD
CONNECTIONS OYP).
TP.
TIVICAL
m
w
PAND.
RGS
m wvmau) sm
CPW
mt PROL 11A)IAGOit
I ESSEE PROPOSED EMIPUENT
blNtA)�
MaTER ll'-6- X 25'-5f, F.F.E.
1175' NAW m
v C5D
LOCATE AM CODIIEUD 10,E)OSUNG
TOWER' GROUND RING (2 LOCATIONS)
DISTAU� WXWXle �A M Gooc FOR
I"o", CDPPERG� CRND TAG I; PAgn.
MASPOR GROUND BAR
FUTURE FIRM WTC CABLE NST�NON
ROD WPM. SUM
CADIVELD TO ICE
(SEE UTILITY COORDINATION NOTE MOM
0 5/r mtr-w Im. Boo �TCR McIPTAax
SUPPMORT POSTS (w)
m
12 AM CROON JACI(ETED GROUND FRON
ANTENNA MASTER GROUR,U) BAR TO
PROPOSED TELCO �m coNOW. FIBER
- - - 02 IIIIINED SUE, IINUE 0 IKRE
MOLTER E)(TERIOR 14041lat GICURID BAR
02 AWC WE ITIOWED SOI-D--
COPPER WRE GENERATOR
AREA
PROPOSED 5/8 -AD* MOUND ROD WITH
I INSPECTION Sam CAD101OLD
I co�cmws (Typ).
AT TI`E TWE Or T,IE �ON OF T<SE PtAtM, 1`1133ER OPrC MOMOM HAS NOT
CADWELD TO COSTING
VET BUN CONTRACTOR TO INSTAll WmXW`IO2' NEWIA M MCO BOX ON
THE OUTSK)E OF THE MELIER AS MOM ON THE PLAN FOR FIXII)RE FIBER OPTIC CABLE
rumm (W).
WSTALLATON. IN ADtmmom. CONTRACTOR TO INSTALL (l)-r SCHEDULE 40 pvc Caum,
WTI PULL S7112IG FROhl � MELTOR TO FRONT OF EQUIPMENT CWPOUND AS MM
ON THE PLANS FOR FUTURE FIBER
R`L UTUTY COORDINATION, NOTIFICATION OF FINAL CERTIFICATE OF OCCUPANCY FRIA!
AGENCY HAVING MRISOICTION OR TEUPORARY EJICTRCAL ACCEPTANCE FOR OlC7RCUU-
TESTING PRIM TO FINAL GO. FOR INSTALLATION OF ELICTWC NIZTER. �ON ACCOUW
3#3/OIj62-C(mm)-/.l
I
INFORWAMON TO BE PROVIDED TO M PRIOR TO INSTALLATION OF ELECTRIC �
CONTACT FPL CUS70NER SERidICE AT 600-WS-2� TO SUPPLY �ON ACCOUNT
INI'MMATION.
�'D ELECTRIC TO
WRIZON SHELTER FROM EwrIBIG
MEN INSTAJLUNG AN OUTDOOR MCO BOX A CHARLES INDU5IRiES TELCO BOX WTIi NEAT
EuEcTPuc somm RAcc (�j
EXCHANGER IS REOUIRED.
-CHARUM COWPOSV`E LLC� IM2 NE 12RII STRIDEI. F. 349n
-SAM REPRICSENlAll�' "7-�85512
12'"TE
lf�-SEE NOW 17. GROUNDING
PROTECTION SYSTEUS.
�M E-1
IUSTINGIAT.T-7
ECSTINC, AT&T
y
FEER HANDIIOLE
EGSTING "on ELECTRIC
CENTER Wii0DaWG
SERVICE RAXX
SPARE mt:TEN CAN
APPUCANTIDINNER:
verizonwireless
777 YAMATO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCAnON:
CROWN BETHS SONG
VERIZON SITE #68887
6425 BUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
ENGINEERNDi AND EQUIPMENT U-C
8Z)VV.INDt4�ROAD SUTTE105
JUPITERFLOFUDA�
P14ONE: WI-Z�IWO
ENGINEER
No 51567
OF
q.,
RUSSELL M So
. ' 'bRVD
FLORID'4 4911A . ..... ..........
DATE Of [S*IVVVRJAL
JUNE 24, 201%'/ /if 1111 �Ik\
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-M
DRAWN BY CHECKED APPROVED
cmO RCIA RCM
APPROVING AGENCY
ST. LUCIE COUNTY. FLORIDA
BUILDING CODE
2D10 FLOFUDA BUILDING CODE
SHEET TITLE
ELECTRICAL SFrE AND
GROUNDING PLAN
SHEEF NUMBER
E-2
N
NEW LOAD CALCULAT
Lm I
PROPmED �lz� � Lo�
TOT�
�TAM PROMM. IM/2QV SN� M
PROPOSED
0�
PR�
03ND
�CTRIC AND TELCO RACK DETAIL N� I I I
rl�G MA SdUME 0 120/20V SN� P� aw 6 POSWN
MaON EMPMENT SHELTER MEMNG C� (MA MAX QROffl 13�) I
MM IN�ACE BOX
r
MA ELEMIC PMEU30MI)
=lEl="w=o
mop� vzw
PmPDsED � �zm �Ma 0�
(SQU� D OR APPROVED ECK
x 10, CoPPM
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ELECTRICAL AND TELCO RISER DIAGRAM Im 12 1
APPLICANVOWHER:
verlZ.o!lwire1ess
M YAMATO ROAD, SUrrE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERRON SITE #68887
6425 RUSSAKIS ROAD
FT. PIERCE, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
�AND EOUP� ULC
=W.INDIWOWN�'sunlos
�PITER. �MA�
PHONE: Wl�.I=
MAIM%
No. 51667
STATE 0 F
I.At 0 RID
RUSS In
FLORID
JUNE24,2014
ISSUED FOR
CONSTAUCTRJNPLANS
SUBMITrALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CmO Rcm ROM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEETME
ELECT. RACK AND RISER
SHEET NUMBER
E-3
L
PR� 12
12 TIDIED SOLID C�R GROUND LEAD
MOM CLECTRICAL EQUIPLIE14T
ANTENNA (PER W CNFKL
ANTENNA MOUNT BRACKET_�
(mvAmuED PIPE)
CDMPRESSON CONNECTOR—\
mvooRs/rx0YHEwwC wELB WYDooRs
4 2 "RE
(D 711V . 3/ 0
Qz. 0 0 0 000(h
1, O-p 0 0 0 0
(bO00 .00
00 1
D ��RADILS SENT, V NNINAl.
LEGEND
I- COPPER MHD Re 114-X 4-X 2V. NEIFIDN INSTMIENT M MT. NO.
B-610011MR
2- PISMAITIM NOITIN WSTRIftlENT MT. M =I�
51ir UXKII*9M � K� M C&T. AID. 3M�B
M I=iTWG ORROTT. NEWITH DISTRIJUDIT M "T M A-M
5- 5/15-H X I- HICS SMIS. KENION MT� M CAT M 3�1
5- WSULATDftS � BE ELW!ATE0 MEN BDUNG DIRECTLY TO MWER/UONOPOLE
STRUCTURE CONNECTION TO T0M/MMDP()LE SMCVJRE SHALL BE PER
]JAKLIFACTURERS RECOMMENDATIONS
GROUND BAR DETAIL
mmm
GRA)F PAVNG MATCH
AIM MMESS OF EXIMM
NON -DIRECTIONAL SPLICE
SHALL BE REMOVABLE BY
HAND NO TOOLS SHALL BE
REQUiRED FOR REMOVAL
,-- FINISHED GRADE
MTERRA
MDUMD MR
�DUND BAR AT AN IINNA PLATF�\ IN 3'-0* LONG X 6' DLA.
SCHEDULE 40 WHITE PVC
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2 -E
ANTENNA UPS 12 SOLID COPPER WIRE FOR
JACKETED GRDtXD MEGGER TEST (ONLY FOR
EXTEND TO CROUt
GROUND ROD.
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ANTEMNA LPS DETAIL
GROUND
CONDUIT, FIBER M ELECTRIC
MINNUM OF v SEPARATIM
FIBER MD ELECTRIC �jn)
CONDUIT TRENCH DETAIL
ELECTRICAL DEMLS
AING HARE TINNED
ID COPPER WIRE
rERIOR GROUND RING)
I' WIDE SLOT FOR GROUND
WIRE. EXTEND 2' ABOVE
GROUND WIRE.
IED ROCK INSIDE. BELOW
GROUND ROD INSPECTION
SLEEVE DETAIL
APPUCANT/DWHER:
verizonwireless
777 YAMATO ROAD, SUITE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERIZON SITE #68687
6425 RUSSAIOS ROAD
FT. PIERCF, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
ENGWEERNG AND EQUIPMENT LLC
820MINDMOWNROAGSLITTE1
JLFITER. FLORIDA
PHONE' N ��-=
FIOF,ACI#296M
,\N _� ._.':..A
ENGINEEQ§ 4x\_'\ c F t4
No. 51511'
I STATE
'0..Ft\
RUSSELL C. MORR IdAi
FLORIDA P.F #51
DATE OF ISSUE
JUNE 24,2014
ISSUED FOR
CONSTRUCIION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CIVIC, Rcm RCM
APPROVING AGENCY
ST. LUCIE COUMY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEErTITLE
ELECTRICAL DETAILS
SHEET NUMBER
E-4
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0
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NX
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0=73 DIA MM
"DONNA CAEM (TYP)
WEARIEWROD414C IQT (-
NOTET)y
GHOUND KIT
JU AWC, COPPER MOUND WRE
� GOM INSUI.ATON. MOUNDED TO
MOUND DAN (SEE NOTES I AND 2)
1. DO NOT INSTALL CABLE MOUND NT AT A SEND AND ALWAYS DIRECT GROIJMD DOWN 70
mom w
* GROUND IUT � BE TYPE AND PART IIUUBER AS SUMUM O�'RECOMMENDED 'S'Y CABLE
MANLII'ACTURER I
* WEATHER PRODI�G SHA.J. BE TYPE AND PART NUMBER AS SL?R.iED OR RECOMMENDED BY
CABLE MANWAMM
CONNECTION OF GROUND CABLE
KIT TO ANTENNA CABLE
CLAMP, (TYP)
'4 1/� MAX
CONDUIT BOND DETAIL
TTFOHO�Luo
1/4 X 20 HEX BOLT
#6 GREEN-1 r .14' FLAT WASHER
pm� MOUND eAit/�n
ENCLOSURE M CABLE 1IIAY
Ir EXT TOOTH WAVER
X 20 FIX NUT
1. MOOSE BUILT LENGTH TO ALLOW � A MINIMUM 01` 2 MUSED THREADS
z BURNISH MOUNTING MEA To REMOvE PAINT Olt ScxLII4G IN AREA TON wc TO BE
MOUNTED
I APPLY ANTI OXIDANT �D TO MATING SUWACE Ol' LUG AND "PE MAN
EXCESS COMPOUND
4 USE SOLID COPPER WIRE AND TWO HOUE LUG FOR ALL �ON ONOMMS
APPUCAVORS
GROUNDING CONNECTION DETAIL
E
CONDUIT BOND DETAIL
ELECTRICAL DETAILS
3/8- MILL. NREADED ROD
PIPE SUPPORT FOR
(AS SPEMED) lr"'_PIPE SLUE SPECUlED
(SZE SPECInED)
PIPE SUPPORT DETAIL
MULTIPLE CONDUIT
GROUNDING DETAIL
is
WRE
APPUCANT/OWNER:
\ul �.
verizonwireless
777 YANIATO ROAD, SUrFE 600
BOCA RATON, FLORIDA 33431
PROJECT NAME AND LOCATION:
CROWN BETHS SONG
VERIZON SFFE #68087
6425 RUSSAKIS ROAD
Fr. PIERCIE, FLORIDA 34951
PROJECT ENGINEER
WAYPOINT
R.C)RIDA W�8
PHONE:
FLORIDACA029673
ENG Will . . .....
No. 51567
TE OF
RUSSE thqd'
FLCRI�p ;_
DATE OF ISM /i mOV
JUME24,2DI4
ISSUED FOR
CONSTRUCTION PLANS
suBmnTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
L201405-03
DRAWN BY CHECKED APPROVED
CMD RCM ROM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2010 FLORIDA BUILDING CODE
SHEEr TITLE
ELEMUCAL DETMLS
SHEEr NUMBER
E-5
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