HomeMy WebLinkAboutPLANSRECENT-7G tA PR p
E
SCANNED
BY
St. Lucie Count,
SITE NUMBER:
SITE NAME:
STRUCTURE TYPE:
MARKET:
PROJECT TYPE:
69024
OCEAN HARBOUR
ROOFTOP
JUPITER
ANTMO-RET
f WN, SETBACK REQ,
FRONT
SIDES _
REAR
ZNG.,
3mm
LOCATION SKETCH
CONTACT INFORMATION
SITE INFORMATION
LIST OF DRAWINGS
BDM Bve�
C-9
/
SITE LOCATION .' 1 `I
1 �B
1 I'-
,,, i S-�-(r„•
j g k Il
e 1)
APPLICANT: ARCHITECT/ENGINEER
VERIZON WIRELESS CBVR/ HUGH O. REILLY. PE
7701ETELECOM PKWY 6113 MEMORIAL HWY.
TEMPLE TERRACE, FL 33637 TAMPA, FLORIDA 33634
BUILDING OWNER
OCEAN HARBOUR CONDOMINIUM
ASSOCIATION INC
63520TH PL
VERO BEACH, FL 32960
PARCEL IDN: 1411.709.0000-000.1
LATITUDE: 27° 32' 0020'NORTH (NAD 83)
LONGITUDE: 80° 19' 01.00' WEST NAD 83
( )
PER VERIZON WIRELESS RFDS
( )
SITE GENERAL ARRANGEMENT PLANS
T-1 TITLESHEET
ARCHITECTURAL! CIVIL PLANS
C-1 SITE PLAN
C-2 BUILDING ELEVATION&ANTENNA MOUNTS
C-3
RFDS
SCOPE OF WORK
0-4 GROUNDING DETAILS
THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS
INSTALLATIONS:
A. REMOVAL OF (6) EXISTING ANTENNAS
B. INSTALLATION OF 6 PROPOSED ANTENNAS
()
C. INSTALLATION OF (6) 71W COAX
D. INSTALLATION OF(4)1-5/8-COAX
E. INSTALL CONCRETE REPAIRS AND REINFORCEMENT MODIFICATIONS TO
ALPHA AND BETA SECTOR ANTENNA MOUNTS, PER STRUCTURAL DETAIL
SHEETS
F. INSTALLATION OF (3) BIAS-TS (1 PER SECTOR)
STRUCTURAL PLANS
S-1
STRUCTURAL NOTES
S-2 PLAN VIEW
5-3 ELEVATION VIEW
S-4 STRUCTURAL DETAILS
SITE DIRECTIONS
APPROVALS
APPLICABLE CODES
From West Palm Beet/ kMort:
1. Heed west on James L Tumege Blvd (go 496 ft)
2. Keep right(go w02 ml)
3. Keep left st wnOnue toward James L go Blvd Blvd 6 m0.3 ml)
onto James LTume9e Blvd (go 0.6 ml)
4. Take the ramp
5. Take o mm9 onto o 6 N (ml 1.4 ITT)
6. MargTake onto I-95 N (go 81.8 ml)
7. Take eoN o FL -to merge onto Ave(g E.Orenge Ave (go 0.3 ml)
8. Merge onto o FL- 15 N/Nge ve (go 1. FRIYI)
9. Tom left onto Juan NA 25th St(go) mQ
11. Tom Fight onto US-1 e(go 0.2 ml)
12. Turn leftFigonto US-1 SlA 0.2 2.
13. Turn left onto Flodda A1A S (go 25 ml)
13. Turn left onto FloddaAlAN(go 3.5ml)
14. Turn left (go 0.1 ml)
15. Destination will be on the left
PROPERTYOWNER:
NP EN°IB!lEFPiL
FLORIDA BUILDING CODE 2014 (STH EDITION)
WIND DESIGN CRITERIA
A. ULTIMATE WIND SPEED-159 MPH
RISK CATEGORY-11
EXPOSURE=0
B. ANSU TUL-222-G
(ALLOWED PER EXEMPTION N 5 OF 1609.1.1, FBC 2010)
NOMINAL WIND SPEED -124 MPH
STRUCTURE CLASS • II
TOPOGRAPHIC CATEGORY et
FLORIDA FIRE PREVENTION CODE -2010 EDITION
NATIONAL ELECTRIC CODE (NFPA 70-2008)
CITY AND OR COUNTY ORDINANCES
CONSTRUCTION:
SITEACOUIemON:
ZONING.
NETworul
, 1 � AKngwwhat§IIBIOW.
C811 before you dig.
_ U
f
oPERAnoBs:
PREPARED BY
Cq�BV
I..
TELECOM DESIGN GROUP
5113 MEMORIAL HWY.
TAMPA, FLORIDA 33634
(770)853-1233
FL CA 0 31014
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PREPARED FOR - -
erizon
7701 E TELECOM PKWY
TEMPLE TERRACE, FL 33637
PROJECT INFORMATION-
69024
OCEAN HARBOUR TOWERS
5167 AIIA HIGHWAY
FORT PIERCE, FL 34949
CBVR PROJECT #: VZW.019.16
ISSUED DATE$
0
FOR PERMIT/ CONSTRUCTION
00.21.17
SNEET NAVE
TITLE SHEET
I
BNEEi NUMBER
T-1
SUPPORT PROPOSED ANTENNAS.
SEE SHEETS S-1 - S-4 FOR MOUNT
MODIFICATION AND EXISTING
MOUNT REPAIR DETAILS.
LEGEND
1D PROPOSED X7C0AP-FROfi45-VRO ANTENNA TO REPLACE EXISTING PCSAO30-19.2 ANTENNA
(2) EXISTING X7.6654 ANTENNA TO REMAIN AS INACTIVE
30 PROPOSED X7CQAP-665-VRO ANTENNA TO REPLACE EXISTING BSA-185065112 ANTENNA
® PROPOSED BIAS-T (1 PER SECTOR)
(TYP. EACH SECTOR)
ROOF PLAN
GRAPHIC SCALE
01 5' 10,
(SCALE IN FEE
i 1N17 SCALE: 1•=10'
THE PURPOSE OF THIS TECHNIQUE IS TO PREVENT WATER FROM LEAKING INTO THE CONCRETE
AND DETERIORATING.
- DRILL THE REQUIRED HOLES 114• LARGER THAN NEEDED
- TAPE THE UNDERSIDE OF THE HOLES TO PREVENT FILLER FROM FLOWING THROUGH
- FILL HOLES WITH A HIGH STRENGTH EPDXY THAT IS THIN ENOUGH TO PENETRATE INTO
THE CONCRETE SIDES OF THE HOLES, BUT THICK ENOUGH TO FILL THE HOLES
COMPLETELY
- ONCE EPDXY IS SET UP RE -DRILL THE HOLES CENTERED IN THE EPDXY SO AS TO HAVE
EPDXY ON ALL SIDES OF THE NEW HOLES
- APPLY SEALANT SUCH AS 3 M 4200/5200 TO THE UNDERSIDE OF TOP PLATE, INSERT BOLTS
THROUGH THE HOLES AND SECURE TO THE SUPPORTING PLATES UNDER THE DECK
PREPARED BY
1
c�
TELECOM DESIGN GROUP
6113 MEMORIAL HWY.
TAMPA, FLORIDA 33634
(770) 853-1233
FL CA 0 31014
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03/21/2017s/
PREPARED FOR
erizon�
7701 E TELECOM PKWY
TEMPLE TERRACE, FL 33637
- -. PROJECT INFORMATION--
69024
OCEAN HARBOUR TOWERS
5167 A1A HIGHWAY
FORT PIERCE, FL 34949
CBVR PROJECT #: VZW.019.16
ISSUED DATEa
0
FOR PERMIT/ CONSTRUCTION
03.31.17
.I
9NEEi MAYE
TOWER ELEVATION & ANTENNA
MOUNTS
SHEET NUMBER
C-1
er
TELECOM DESIGN GROUP
511J MEMORIAL HWY.
TAMPA, FLORIDA 33834
(710) 663.1333
FL CA t 31074
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PROFESSIONAL DEAL
41
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0,�•. STATE OF
ostzvzoiTSrONAL
-
erizonJ
T701 E TELECOM PKWV
TEMPLE TERRACE, FL 33637
PROJECT INFORMATION
69024
OCEAN HARBOUR TOWERS
6167 A1A HIGHWAY
FORT PIERCE, FL 34949
CBVR PROJECT #: VZW.019.16
IeeufB BNTee
0
FOR PERMIT/ CONSTRUCTION
08,31.17
SHEET NRYE
I� TOWER ELEVATION BANTENNA
MOUNTS
SHEET NUMBER
C-2
FAA NOTE:
FAA APPROVED OVERALL
HEIGHT = 12Z AGL
CBV
EXISTING & PROPOSED VERIZON
WIRELESS ANTENNAS -BETA SECTOR
EXISTING 8 PROPOSED VERIZON
,!3V
MFMCS�*
WIRELESS ANTENNAS -ALPHA SECTOR
EXISTING & PROPOSED VERIZON
HAD CENTER OF VERIZON WIRELESS ANTENNAS Jh WIRELESS ANTENNAS - GAMMA SECTOR
113'AGLY�- RAD CENTER OF VERIZON WIRELESS ANTENNAS hRAD CENTER OF VERIZON WIRELESS ANTENNAS
10T AGL 'Y 113' AGL
IN-10°
TOPTOP O
m m m m
m m m m
EXISTING FT-1 h1m m 11 FT—FT-1 m m m
BUILDING
m m m m m ■ mFn FT-1
m m m m m m
m m m m m m
m m m m m m
mm mm
mm mm
Em
m m m m m m
m FFMMm mF"' mImm 7
EAST ELEVATION
NOT IO SCALE CON
PREPARED
PROPOSED CONFIGURATION
14fi2272 -
RF ENGINEERING ANTENNA SPECIFICATION SHEET
wY ISANF" Y
'
Nex Servke-New Mknnn or{INo
MPNA
BETA
GAMIA
MONSOON0
0
0
A P'
p9rhv42Gon
0
r'4a.CMb w t. PGL s 8
EIRNxMORTo-Fas.. �
IZawmmce4
IsmARN.mu
NO
NO
NO
' AIaNRF�f� aN:>•
. 0
NO
NO
NO
NO
NO
NO
H rid CeOk RxUSPcRvr
HybKd CoW FURRSPomr
X AdC bIa IperSPawer
CauN
O
0
0
CtA€Se :imDK B: ddfff2ff2W�Nfffffft•
N2®u2
-
PCSTMORIz ANfENNACONFIGURATIONS
-
Exlst SRU*.-Amennn UR,h W
ALPHA
BETA
CAM RA
Mann CHIRMy
0
0
0
Ardenna NOdal
J7COAP-FROO48VRO
A7C4ARFRO643VR0
%7GOAPi wo
AMennd O6KtBMon -
US
170
]W
amnnaCmmlma keIAGL
113
113
107
Rcommmded ENHmkal Gam -TIN
x
2
x
DIRIJAMAYbon.
NO
NO
NO
O umr
0
NO
NO
.NO
TMARotlel
0
NO
NO
NO
COnMT -
INS•
i2'
1NI'
CASwQUvrbty]
3
x
PC352e Mumbr6 PN4
- 233
LTE 7WMHx ANTENNA CONFIGURATIONS-
EauOn 6eMae•pnknnn NodiOM
ALPHA BETA
GAMBIA
Anlnma Q,,AM -
2
2
2
AM ON _. - - -..
117CQAPfRO64NVRO
X7COAF4R004SVR4
ACCMPd5m
ARIADR."OVRbn- -
BAD
170
xW
Mkmle Cenktllne feel AGL
113
113
101
Recommended Deakkal00vn-TIN
4
4
4
kRnBMknne
NO
NO
NO
0 MRoOoI - -
0
NO
NO
NO
TNARadel -
• a
NO
NO
NO
cORMT -_ - - _
INS-
TO.
VS.
CAA71iICUanl _
4
4
4
DUUQaanO - 0 :
LTENMNUmDnSPN%
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LTE 21b1T Aw6 ANTENNACONFIGURATNYIS
ExI SeMtf• Antenna• ModiOed
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An I.O
0
0
0
mennapN0lzlbn-
"-
AnkrnaLenuaMefntAOL -�
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_
q kFadAnknOa
NO
NO
NO
O'A Nodel�� ONi�
0
NO
NO
NO
TI m � QN:1�
- 0
NO
Na.
'OBTYAS
Contmo
ss
1N0'
7R'
il8'
CaRNiel Oasai
0
a
D
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- _ -- EQUIPYEM 6UNMARY
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6
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10
PCS:L
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1NB'
TOTA. DIPLEXFRCOUM:
0
LOY8INET SET NEEDEOAi Bib:
A
RFDS PROPOSED CONFIGURATION
146232
ANTENNA LAYOUT - -'- - -
ALPHAi
700
-4s
mS�Pm
.-1 AN,3
CS
ws ws
-45 -45
415: 9118.200/CDMAIIR•
o7c.GUA+mY
1 700 1
I MS 1
70D
-4S
ED5/P
WT, AVICS AN...
Nos Ms
-4s 4s
1900
CDMA
RADIO.
RF PLUMBING DIAGRAM -
OPTION CUSTOM - PCSILTEIAWS
SHELTER
SECTOR
PROPOSED ANTENNA
AZIMUTH
RAD
CENTER
ELEC.
DOWN
TILT
MECH.
DOWN
TILT
CABLE
LENGTH
PROPOSED COAX
CABLES
EXIST.
COAX
MINIMUM
BENDING
RAD
1
X7COAP-FRO445-VRO(P)
340•
113'
(')
-
----
----
(2)1,W8"
18"
1
X7-085-4(Ek INACTIVE)
340•
113'
(•)
0•
•--•
••--
--•-
----
IC2
1
XICQAP-FRO445-VRO (P)
yy
113,
(•)
14T
(4)1.518" COAX CABLE
(2) WE' ('7
18"
2
XTCQAP-FRO.60SVRO (P)
170•
113'
(')
....
....
(2)13/8" (•")
18"
2—
X7-665-4(EX. INACTIVE)
170•
113'
P)
0•
....
...• --
....
....
2
X7CQAP•FRO-645-VRO(P)
170•
113'
(•)
126'
(2)718-COAX CABLE
(2)718"
18-
3
X7COAPf6S-VRO (P)
240•
107'
(')
-•--
••••
(2)716"
18"
3
X7.665-0 (E7L INACTR/E)
240•
10T
(•)
0•
....
....
....
....
C- 3
3
X7CQAPE65-VRO (P)
1 240•
10T
r)
66'
(4) 718" COAX CABLE
(2)18/8.1"
18-
1. VERIZON WIRELESS CURRENTLY HAS (6) I-WS-COAX
718- COAX CABLES INSTALLED.
2. REQUEST CURRENT RFDS BEFORE INSTALLATION.
3. ANTENNA DIAGRAMS ARE FROM RFDS.
TOTAL
PROPOSED 588' I(4)i�/BC AX CABLES
COAX CAB ES
• REFER TO RFDS FOR ELECTRICAL DOWN TILTS
" TO BE RELOCATED TO BETA SECTOR
"• TO BE REMOVED
ANTENNA SCHEDULE
PREPARED BY
TELECOM DESIGN GROUP
5113 MEMORIAL HWY.
TAMPA, FLORIDA 33634
(770)853.1233
FL CA 0 31014
P9sLAIM Mt
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PROFESSIONAL BEAL
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PREPARED FOR -
erizon
7701 E TELECOM PKWY
TEMPLE TERRACE, FL 33637
PROJECT INFORMATION
69024
OCEAN HARBOUR TOWERS
5167 A1A HIGHWAY
FORT PIERCE, FL 34949
CBVR PROJECT #: VZW.019.16
ISSUED 04TES
0
FOR PERMITI CONSTRUCTION
03.21.17
1--
SKEET NAME
RFDS
SHEET NUMBER
C-3
W GALV. SCREWS
y'x4'x12' OR y'x4S¢0'
BUS BAR SITE PRO 1
PART #S
MG41236 (TYP.)
MG42051 (MGB)
%"XY' SS BOLT
2' AWG TINNED WIRE
LEAD WITHERMOWELD
INSULATOR PART # INS38-K
OR APPROVED EQUIVALENT
%"X N• SS BOLT
MOUNTING
BRACKET PART#
MT200 OR
APPROVED
EQUIVALENT
SS ANGLE ADAPTOR
PART# MG-ADAP-K OR
APPROVED EQUIVALENT
(TOWER MOUNTING KIT)
TYPICAL GROUND BAR DETAIL
SCALE: N.T.S.
NOTE:
CONTRACTOR TO APPLY
COPPERSHIELD OR NO-OX
METALLIC BOX, BRASS TWO HOLE
HOUSING ETC. MECHANICAL
CONNECTOR WITH
STAINLESS
#2 AWG BARE HARDWARE
TINNED SOLID
COPPER WIRE
(UNIT BOND)
PARALLEL EXOTHERMIC WELD
TO GROUND RING
NOT USED
TYP. METALLIC GROUNDING DETAIL
SCALE: N.T.S.
NOT USED
EXTERIOR GROUND RING. 92
SOLID BARE TINNED COPPER
GROUNDING CONDUCTOR
MINIMUM TURNING RADIUS 45
DEGREES (TYPICAL)
JUMPER #2 SOLID BARE TINNED
EXISTING ANTENNA TO
PROPOSED ANTENNA
REMAIN AS 1111 E
PROPOSED ANTENNA
#2 AWG STRANDED
GREEN INSULATED TO
ANTENNAAND COA%IAL
CABLE GROUNDING (TYP.)
GROUND LEADS TO
OTHER
I
SECTOR MOUNT (tvPJ
MOUNT (TYP.)
W� yW�IV
SECTOR GROUND
BARBONDEDOTO
TOWER (TYP.)
L•_•—•—•—•—•,
�•—•—•�
#2 AWG STRANDED GREEN
INSULATED FROM SECTOR
L,—•—•—•—•—•—•—•
GROUND BARS TO COLLECTOR
GROUNDBAR
GROUNDING SCHEMATIC AT ANTENNA CENTERLINE
SCALE: N.T.S.
TIN COATED -SOLID
COPPER BUSS BAR
PER SPECIFICATIONS
2 HOLE. LONG
BARRELTINNED
SOLID COPPER
LUG (TYP.)
NOTE: MINIMUM OF 3
THREADS TO BE
VISIBLE (TYP.)
SIB FLAT WASHER
(TYP.)
SIB NUT (7YP.)
SIB SPLIT WASHER
(TYP.)
NOTES:
FLAT WASHER
P.)
BOLT(TYP.)
ERRYINSULATOR
TALLED IF
OUIRED PER
SPECIFICATIONS
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS.
2. COAT WIRE END WITH ANTI -OXIDATION COMPOUND PRIOR TO INSERTION
INTO LUG BARREL AND CRIMPING.
3. APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS
BARS PRIOR TO MATING AND BOLTING.
GROUND BAR LUG DETAIL
SCALE: N.T.S.
EXOTHERMIC WELD DET
SCALE: N.T.S.
NO SLAG OR
DEFORMITIES ALLOWED
EXOTHERMIC WELD
(THERMOWELD OR EQUIVALENT)
PARALLEL, NOT T-WELD ALLOWED.
FILF COPY
WEATHERPROOFING
KIT (SEE NOTE 3)
COAX CABLE TO
ANTENNAORTMA
COAX CABLE
GROUNDING CLAMP KIT
#6 AWG STRANDED CU
WIRE WITH GREEN,
COAX CABLE TO
60OV, THWN INSULATION
EQUIPMENTP GRADE
(GROUNDEDTO
GROUND BAR) (SEE
NOTES 1 & 2)
NOTES:
1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO GROUND BAR
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED
OR RECOMMENDED BY CABLE MANUFACTURER.
3. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER
4. BUTYL TAPE WEATHERPROOFING MUST FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS WITH THE FOLLOWING
MODIFICATION: ON THE FIRST TAPE PASS PROVIDE COURTESY
WRAP TO AVOID PERMANENTLY ADHERING TO THE COAX
CONNECTOR.
S. START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR
AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE
THE TAPE A HALF TURN OR SO THAT THE STICKY SIDE IS UP.
CONTINUE WRAPPING THE TAPE OVER THE CONNECTOR UNTIL 3
INCHES BEYOND THE CONNECTOR AND REVERSE THE TAPE A HALF
TURN AGAIN OR SO THAT THE STICKY SIDE IS DOWN FOR ANOTHER
2 INCHES.
6. WHEN APPLIED, THE TAPE MUST BE ABOVE 32-F(0'C)TO ENSURE
ADHESION
7. DO NOT STRETCH THE TAPE AND DO NOT PULL THE TAPE TO TEAR
IT - ALWAYS CUT IT. PULLED TAPE EVENTUALLY UNRAVELS,
DECREASING POSITION.
8. TIGHTLY WRAP THE RUBBER TAPE WITH 2 LAYERS OF VINYL
INSULATING TAPE.
COAX CABLE GROUND
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5113 MEMORIAL HWY.
TAMPA, FLORIDA 33634
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PROFESSIONAL BEAL
74
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STATE OF
o3n1/zo17s/PONAL
PREPARED FOR
erizonJ
7701 E TELECOM PKWY
TEMPLE TERRACE, FL 33637
PROJECT INFORMATION
69024
OCEAN HARBOUR TOWERS
5167 A1A HIGHWAY
FORT PIERCE, FL 34949
CBVR PROJECT M VZW.019.16
I83UEO DATES
0
FOR PERMIT) CONSTRUCTION
03.21.17
F—BXEET
MANE
GROUNDING DETAILS
BXEET XUYSER
C-4
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GENERA -NOTES
1. THE MODIFICATIONS REPRESENTED IN THESE DRAWINGS ARE BASED ON THE STRUCTURAL DOCUMENTS
PROVIDED IN THE STRUCTURAL DOCUMENTS TABLE. THE CONTRACTOR SHALL OBTAIN AND BECOME
FAMILIAR WITH ALL REFERENCED DOCUMENTS.
REFERENCE DOCUMENTS
DOCUMENTTYPE
DESIGNATION
POD
ROOFTOP MOUNT ANALYSIS
PROJECT N UM BER: 16-9606
DATED: 7/5/16
2. ALL MODIFICATIONS MUST BE INSTALLED TO BRING THE TOWER INTO CONFORMANCE WITH ALL
APPUCABLECODES.
GOVERNINGCODES
20121BC, 2014 FBC, ASCE 740
WIND SPEED
159 MPH ULTIMATE 3 SECOND GUST
STRUCTURE CLASS
II
EXPOSU RE CATEGORY
D
TOPOGRAPHICCATEGORY
1
3. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BYTHE CONTRACTOR UNLESS NOTED
OTHERWISE OR APPROVED BYTHE MR. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE
PERFORMING WORK SIMILARTO THAT DESCRIBED WITHIN THESE DRAWINGS. BY ACCEPTANCE OF THIS
PROJECT, THE CONTRACTOR IS ATTESTING THAT HE HAS SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND
REGISFEREDTO PERFORM THE WORK IN THE PROJECTJURISDICTION.
4. WORK SHALL ONLY BE PERFORMED DURING CALM, DRY DAYS (WINDS LESS THAN ICI -MPH). ITISTIE
CONTRACTOR'S SOLE RESPCNSIBIUTYTO DETERMINE INSTILLATION PROCEDURE AND SEQUENCE TO
INSURETHE SAFETY OF THE STRUCTUREANO ITS COMPONENT PARTS DURING ERECTION AND/OR
MODIFICATIONS. THIS INCLUDES, BUT IS NOT UMITED TO, THE ADDITION CFTEMPORARY BRACING, GUYS
OR TIE -DOWNS THAT MAYBE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHAMREMAIN
EMA THE
PROPERTY OF TH E CONTRACTOR ANDAFTER EXISTING
TINCOMPLETION SHOW PROJECT.
5. ALL DIMENSIONS, ELEVATIONS PRIOR OBEGIN CONDITIONS SHOWNONORDERING,
INGSFABRICATIOHALL N
FIELD
VERIFIED BY THE CONTRACTOR PROJECT.
BEGINNINGANYHMMN TS kJLEC0NG,FABRICATION SI
OFFIELCONSTVERFICTION WORKON THIS PROTECT.COS SHALL BE SHALLNTELY BROUGHT ECONTRACTDRAWINGSIN LIEU
OFFIELD VERIFICATIONS. ANYDISCREPANCIESSHALL BEIMMEDIATELYTHECONTRACTOR
THE RIS TO OF
THE OWNER AND EOR. THE DISCREPANCIES MUST BETRESO
LVED T FORE INDICTETHE METHODS
TO
PROCEED WITH THE WORK. THE OR SHAM DOCUMENTS DO NOT INOI WORK E METHODS OF
CONSTRRESPONSIBLE
N.FOR
THE CONTRACTOR MEANS, METHODS,
TECHNIDIRECTQUES,
WORK AND SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
OBSERVATION VISITS TO THE SITE BYTHE OWNER AND/OR THE FOR SHALL NOT INCLUDE INSPECTION OF
THE PROTECTIVE MEASURES AND PROCEDURES.
6. THE CONTRACTOR SHALL ONLY WORK WITHIN THE UNITS OFTHE OWNER'S PROPERTY, LEASE AREA OR
APPROVED EASEMENTS. R ISTHE RESPONSIBILTY OFTHE CONTRACTORTO VERIFY WORK IS PERFORMED
WITHIN THESE BOUNDARIES. CONSTRUCTION STAKING AND BOUNDARY MARKING ISTHE RESPONSIBILITY
OF THE OONTMCTOR. THE CONTRACTOR SHALL EMPLOYA SURVEYORAS REQUIRED. ANY WORK OUTSIDE
THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAI N AND SUPERVISING ALL SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THECONTRACTOR IS RESPONSIBLE FOR
INSURING THAT ALL WORK PERFORMED COMPLIES WITH ALL APPLICATION SAFETY CODES AND
GOVERNING REGULATIONS.
S. ACCESSTO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALLCOORDINATE
INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULES AND MATERIAL DELIVERIES, WITH THE
OWNER/RESIDENT LEASING AGENT FOR APPROVAL
9. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE
GOVERNING AGENCIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND
REQUIREMENTS OF THE PERMITS.
10. ALL MATERIAL UTILIZED FORTHIS PROJECT MUST BE NEW AND FREE OF ANY DEFERS. ANYMATERIAL
SUBSTITUTIONS, INCLUDED BUT NOT LIMITED TO ALTERED SIZED AND/OR STRENGTHS, MUST BE
APPROVED BY THE EOR.
11. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORKING
LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE.
12. ALL DIMENSIONS AN D QUANTITIES LISTED WITHIN THESE DRAWINGS ME INTENDED TO AID THE
CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND QUANTITIES PRIORTO BIDDING
AND/OR ORDERING MATERIALS.
13. ALL MANUFACTURERS'INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. ANY DEVIATION REQUIRESWRITTEN
APPROVAL FROM THE MR.
14. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING COAX, BUCKETS, ANTENNAS MOUNTS
AND ANY OTHER TOWER APPURTENANCE THAT MAY INTERFERE WITH THE INSTILLATION OF THE TOWER
MODIFICATIONS. ALL TOWER APPURTENANCES MUST BE REPLACE AND/OR RESTORED TORS ORIGINAL
LOCATION. SOME MOUNTSOR ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATION TO PROPERLY FIT
THE MODIFIED REGION OFTHE STRUCTURE. THESE CUSTOM MOUNTS OR ATTACHMENTS ARE DESIGNED
BY OTHERS AND MUST BE APPROVED BYTHE OWNER/EOR PRIORTO REMOVAL ANY CARRIER DOWNTIME
MUST BE COORDINATED WITH THE OWNER IN WRITING:
15. DONOTSCALEDMWINGS.
STRUCTURAL STEEL NOTES
1. ALL DETAIUNG, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE RISC
SPECIFICATIONS, LATEST EDITION.
2. ALL STRUCTURAL STEEL SHALL ELEMENTS SHALL CON FORM TO THE FOLLOWING REQUIREMENTS.
MATERIAL SPECIFICATIONS
PIPE
ASTM A53- GR B I3S KSI YI ELD STRENGTH)
BOLTS
ASTM A32SI92.1 YIELD STRENGTH)
'PLATE
I ASTMA572-50ISOKSMEIOSTRENGTH)
3.. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PUNS SHALL BE DETAI LED BY THE FABRICATORIN
ACCORDANCE WITH AISC SPECIFICATIONS, LATEST EDITION.
4. CAULKING SHALL BE PROVIDED AROUND PERIMETER OF ANY AND ALL MODIFICATION MEMBERS TO
ENSURE COMPLETE SEAL BETWEEN EXISTING STRUCTURE AND REINFORCING MEMBERS IN FULL
CONTACT WITH EXISTING STEEL SEALANT IS TO BE EXTERIOR GRADE, PALWABLE SILICONE CAULKING AS
MANUFACTURED BY DOW AND ACCEPTABLE TO ECK.
S. .HOLES SHALL NOT BE FLAME CUT THROUGH STEEL UNLESS APPROVED BYTHE MR.
6. ALL EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED PER ASTM A123, ASTM A153/A353M, OR ASTM
A653 39D, AS APPUCABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERS
WHERE HOT -DIPPED GALVANIZING 15 NOT PERMITTED DACROMET F1136 GRACE 3 COATING SHALL BE
USED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING TOWER STEEL CONTRACTOR
SHALL OBTAIN FOR APPROVAL FOR STEEL PROTECTION BY ANY OTHER MEANS.
7. REPAIR DAMAGED PAINTED/GALVANIZED SURFACES WITH TWO COATS OF BRUSH OR ROLL ON ZRC COLD
GALVANIZING COMPOUND OR EON APPROVED COATING. SURFACES MUST BE WIRE BRUSHED AND
SOLVENT CLEANED PRIOR TO APPUCATION OF GALVANIZING COMPOUND.
B. ALL BOLT ASSEMBLI ES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUI RE LOCKING
DEVICES (SPLIT WASHERIPAL NUT) TO BE INSTALLED IN ACCORDANCE WITH TA/EIA.222 REQUIREMENTS.
9. ALL PROP05ED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE EN D OF THE
BOLT BE AT (EAST FLUSH WITH THE FACE OF THE NUT.'IT IS NOT PERMITTED FOR THE BOLT ENDTO BE
BELOW THE FACE OF THE NUTAFTERTIGHTENING IS COMPLETED.
WELD NOTES
1. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS DIA/DIAM,"STRUCTURAL
WELDING CODE -STEEL" (LATEST EDITION).
2. ALL WELDING SHOULD BE PERFORMED BY AN AWS QUALIFIED WELDER WHO HAS
EXPERIENCE WITH GALVANIZED SURFACES AND IN ACCORDANCE WITH ANSI/AWS D1.1
AND ANSI Z 49.1 OR LATEST EDITIONS.
3. FOR ALL WELDING, USE E70XX ELECTRODES FOR SMAW PROCESS AND E7XT-XX
ELECTRODES FOR FCAW PROCESS, UNO.
4. OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY,NO
TORCH CUTTING 15 PERMHTED ON SITE. ALL HOLES SHALL BE CUT WITH A GRINDER.
S. CONTRACTOR SHALL EXERCISE CAUTION WHEN WELDING ON A GALVANIZED SURFACE.
ADDITIONAL SPLATTER AND SPARKS SHALL BE ANTICIPATED GIVEN THE PREVIOUSLY
GALV. SURFACE. IF THE WELD MATERIAL IS CONTAMINATED WITH ZINC IT DOES NOT
PROVIDE A STRUCTURAL WELD. FUMES CREATED FROM WELDING ON A PREVIOUSLY
GALV. SURFACE CAN BE HAZARDOUS. PRIOR TO WELDING, ALL SURFACES SHALL BE
PROPERLY GROUND TO REMOVE GALVANIZING, SCALE, SLAG, RUST OR ANY OTHER
MATERIAL TO PREVENT PROPER WELDING.
6._ ALL FI ELD WELDS SHALL BE TOUCHED UP WITH TWO COATS OF BRUSH OR ROLL ON ZRC
COLD GALVANIZING COMPOUND OR FOR APPROVED COATING. SURFACES MUST BE
WIRE BRUSHED AND SOLVENT CLEANED PRIORTO APPLICATION OF GALVANIZING
COMPOUND.
7. THE CONTRACTOR SHALL TAKE COOLING EFFECTS OFTHE WELDED MATERIALINTO
CONSIDERATION (I.E. EXPANSION OF HOT MATERIAL AND CONTRACTION OF COOLED
MATERIAL).
PREPARED BY:
I
4k4POD
POWER OF DESIGN
1033 E. TALI RKEYFOOT LAKE RD.
SUITE 101 AKRO N, ON ICI 44312
330-961-7432
PREPAREO BY
CBV
TELECOM DESIGN GROUP
5113 MEMORIAL HWY.
TAMPA, FLORIDA 33634
(770) 853-1233
FL CA 0 31014
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7701 E TELECOM PKWY
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PROJECT INFORMATION
OCEAN HARBOUR
TOWERS
5167 A1A HIGHWAY
FORT PIERCE, FL 34949
19SEED GATES
A'
PRELIM FOR REVIEW
06,07.16
B
PRELIM FOR REVIEW
07.15.16
C
PRELIM FOR REVIEW
01.31.11
SNEEI NAME
STRUCTURAL NOTES
MIT NUMBER
S-1
F.
PPEPA0.EO BY'
CBV
TELECOM DESIGN GROUP:
5113 MEMORIAL HWY.
TAMPA, FLORIDA . J3634
(770)853—T233
FL CA / 31014
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5167 A1A HIGHWAY
FORT PIERCE, FL 34949
Issu Eo oArxs
A
PRELIM FOR REVIEW
a6,a),16
B
PRELIM FOR REVIEW
0).15.16
C
PRELIM FOR REVIEW
Y1.31.1]
BNEEi NAYF "
PLAN VIEW
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(P/N: PUCK)
TYP. OF 12
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1
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EXISTING BASE PLATE (TYP OF 3)
A
S-3
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PREPARED Br:
PLAN VIEW �� P O D
3 4" =1-0" POWER OF DESIGN
NOTE: 1033 E. TURKEYFOOT E KE RD.
ANTENNAS NOTSHOWN SUITE 101 AKRON, OHIO 44312
330-961-7432
FOR DETAIL CLARITY.
PREPARED BY
TELECOM DESIGN GROUP
5113 MEMORIAL HWY.
TA4PA, FLORIDA 33634
(770) 653-1233
FL CA / 31014
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FOR CLARITY
330.961-7C31
NEW P2 STO
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EXISTING ANTENNA PIPE MOUNTS
FILE Cop
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BASE PLATE.
ROOFING TO BE REPAIRED BY
OWNER SPECIFIED CONTRACTOR
3/4"THICK PLATE
3/4" 0 A325 BOLT
5-0
DETAI 1
3"=i'-o" S-4
NEW P3 XX-STRONG CONNECTION
MAST (TYP. OF 2)
3/4"0 A325 BOLT (TYP OF
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BASE PLATE (SEE
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BOTTOM BASE PLATE (SEE
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SECTION B
6° = r-o" %S-4
FILL EXCESS HOLES WITH 6,000 PSI
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REPAIR ITEMS
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PREPARED BY:
40
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POWER OF
1033 E.
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SUITE 101 AKRON, OHIO 34312
330-961-7432
PREPARED BY
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TELECOM DESIGN GROUP
5113 MEMORIAL HWY.
TAMPA. FLORIDA 33634
(770) 853-1.233
FL CAA 31014
DIS[LANER.
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7701 E TELECOM PKWY
TEMPLE TERRACE, FL 33637
PROJECT INFORMATION
OCEAN HARBOUR
TOWERS
5167 A1A HIGHWAY
FORT PIERCE, FL 34949
ISSUED OATES
A.
PRELIM FOR REVIEW
06.07.16
B
PRELIM FOR REVIEW
07.15.16
C
PRELIM FOR REVIEW
01.31.17
SHEET NAME
STRUCTURAL DETAILS
$NEETNUMSER
S-4