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6189 N FEDERAL HIGHWAY,
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FORT PIERCE, FL 34946 �01-
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LOCAL MAP SCOPE OF WORK CONTACTS INDEX OF DRAWINGS
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INSTALLATION OF NEW UNMANNED T—MOBILE SHT. REV
DESCRIPTION
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t I I { TELECOMMUNICATIONS RADIOS WITHIN EXISTING FENCED APPLICANT N0. N0.
s COMPOUND AND INSTALLATION OF NEW ANTENNAS ON
`IP ki r icy; PROJECT EXISTING TOWER. T—MOBILE USA T1 COVER SHEET 1
j �o�la, 1300 CONCORD TERRACE
0 L, ' y SITE N SUITE 200 T O 0
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SUNRISE, FL 33323 Al PARTIAL SITE PLAN 0
A2 EQUIPMENT PLANS 0
�s PROPERTY OWNER CONTACT:
PROPERTY SUMMARY
�A a�ry o A3 ANTENNA LAYOUTS 0
s I LANDLORD: FRANK K SPAIN A4 ELEVATION 1
eH cJ�a 1 LATITUDE:
# — — — 00-8 r won n 1406 413 0003 0 A A Siwn� 0
ak }� TU E: 27' 32' 46.80" N ADDRESS: PO BOX 1 149
LONGITUDE: 80' 22' 06.89" W
I:PLAN R
i r qa� -01 5'' ZONING JURISDICTION: ST. LUCIE COUNTY CITY, STATE, ZIP: ROBE SOUND, FL 33475
ZONING CLASSIFICATION: CG
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LEGAL DESCRIPTION BLDG:
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i
6 34 40 FROM NW COR OF S 1/2 OF S 1/2 OF NE 1/4 OF — II
SE 1/4 RUN E 370.23 FT M/L TO W R/W LI US 1, TH S 18 f'
VICINITY MAP DEG 21 MIN 34 SEC E 488.91 FT, TH WLY // TO N BDRY
LITO W LI E 1/2 OF SE 1/4, TH N 462.3 FT M/L TO DAT
POB—LESS TO SRD AS IN DBK 88-560, 562— (4.67 AC) (ORvoLl
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_ 760-818) 1
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f {[ 2 APP 0
sl dk 3� ' Im� ' 3 �` N APPLICABLE CODES
jrT`..i` as j PROPERTY OWNER
m T a o A ^•I,PROJEC`' ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE RF ENGINEER
SITE l , s FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO
u 1 s r vRo tla zti; �� iM ee o PERMIT WORK NOT CONFORMING TO THESE CODES: CONSTRUCTION
1. 2010 FLORIDA BUILDING CODE SITE ACQUISITION
N," e;a H . WIND DESIGN CRITERIA:
f r r) ..ate e<,i , I i s ASBASICSWeIND
� SPEED = 160 MPH (ULTIMATE 3—SECOND GUST) ZONING
— Q NETWORK
i 3� xr I E wm raa,°1 1tis �a� EXPOSURE= C
5 aaa 1 ° s h _
i B. ANSI/ TIA — 222— GNM
OP ATIONS
Il ai.......... .. 1
BASIC WIND SPEED = 124 MPH (NOMINAL 3—SECOND GUST) TRACTOR
oai EXPOSURE— C
FILL
x �, V1,11r x ,4 a.�,�7, iaa " " d4 a' IMPORTANCE FACTOR — 1.0 APPROVALS
$" 2. ASCE 7-10
DRIVING DIRECTIONS 3. ANSI/EIA/TIA-222—G
4. FLORIDA FIRE PREVENTION CODE— 2010
S FROM T—MOBILE'S OFFICE, HEAD NORTH ON SAWGRASS EXPY FOR 19 MILES TO 5. NATIONAL ELECTRICAL CODE (NFPA 70-2008) DESIGN BASED ON REDS VERSION V1.0
FLORIDA'S TURNPIKE, HEAD NORTH ON TURNPIKE FOR 81.3 MILES TO EXIT 152 6. CITY AND/OR COUNTY ORDINANCES CONTRACTOR SHALL REQUEST
(SR-70), HEAD NORTH ON SR-70 FOR 2.4 MILES, ROAD NAME CHANGES TO
SR-713 (KINGS HWY), CONTINUE NORTH ON KINGS HWY FOR 7.8 MILES TO T—MOBILE FOR' CURRENT REDS PRIOR
US-1, TURN RIGHT AND HEAD SOUTH ON US-1 FOR 0.2 MILES TO SITE ON LEFT SIDE OF ROAD. TO CONSTRUCTION
1 2 3 4 5
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL. ALL PREVIOUS
ISSUES OF THIS DRAWING ARE
SUPERSEDED BY THE LATEST REVISION. ALLDRAWINGS
AND SPECIFICATIONS REMAINTHE PROPERTY OF
MORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
a� _ D
U \tj
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
6
5
4
2
1
10/13/14
RE —ISSUED FOR PERMIT
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
90% CD SUBMITTAL
No.
Dote
Action
Client:
T - -Mobile
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant: -
mri
MORRISON HERSHFIELD
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel:954.577.4655 Far..954.577.4656
FL C OF A 08508
FL Architect business # AA26002368
www.manisonhershfield.com
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
COVER SHEET
Project No.:
7140041
Designer:
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing N
1
T-1
SC4E a eA9E oN ]r S W -D' SoE
ARCHITECTURAL GENERAL NOTES
ELECTRICAL GENERAL NOTES
COMPOUND NOTES
1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL
A. GENERAL
1. THE MINIMUM LOWEST FIRST FLOOR ELEVATION SHALL NOT BE LESS
NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE
1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH
THAN 4" ABOVE CROWN OF ROAD OR THE FEDERAL AND/OR COUNTY
PROCURED AND PAID FOR BY THE CONTRACTOR.
THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS
FLOOD CRITERIA ELEVATION, WHICHEVER IS HIGHER. CONTRACTOR
2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND
SHALL SUBMIT AN ELEVATION CERTIFICATE (IF REQUIRE BY THE
DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS
SYSTEMS OF OTHER TRADES.
JURISDICTION) UPON COMPLETION OF PROJECT.
CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS
2.
HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH.
OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION.
2. WORK OUTSIDE OF THE PROPERTY LINE INCLUDED IN THIS SET OF iVl
3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND
3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT
DRAWINGS SHALL BE, BUT NOT LIMITED T0, DRIVEWAYS, SODDING TO
ASPHALT LINE AND UTILITY CONNECTIONS.
ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE
CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY
SATISFACTION OF T-MOBILE & LAND/TOWER OWNER
3. EXISTING TREES WITHIN CONSTRUCTION FOOTPRINT SHALL BE
CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF
REMOVED AND PROPERLY DISPOSED OF.
THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION.
4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY
CONTRACTOR SHALL PROCURE PERMIT PRIOR TO REMOVAL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL
COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND
DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR
REGULATIONS OF THE UTILITIES INVOLVED GENERAL CONTRACTOR IS RESPONSIBLE FOR VED.
4. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY
SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A
REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL
SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING BID AND
BETTER THAN NEW CONDITION.
CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR.
PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR
VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE
5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING
5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST
SUBMITTING BID AND PROCEEDING WITH WORK.
CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES,
CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH
STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF
5. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF
- 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR
THE PROJECT.
SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF OTHER
a CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN
B. BASIC MATERIALS AND METHODS
CONDITIONS ARE ENCOUNTERED, NOTIFY MIRRISON HERSHFIELD
g THE SPECIFICATIONS, UNLESS NOTED OTHERWISE.
BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE
7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL
JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS.
WITH RESPECT TO ACTUAL FAILURE THE SUPPORTING GROUND,
CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE
BUT DOES NOT NECESSARILY ENSUREE THE PREVENTION OF EXCESSIVE
STRUCTURE SHALL HAVE A SMOOTH TRANSITION.
2. ARRANGE CONDUIT, WIRING,' EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER
FOUNDATION MOVEMENTS.
0 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF
CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH
6. BURY PHONE, AND ELECTRIC SERVICE NO LESS THAN 24" BELOW
COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY.
LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD
FINISH GRADE WITH 1'-0" RADIUS SAND BACKFILL AROUND PIPES.
9• IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED
CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE.
COORDINATE W/ ELECTRICAL DRAWINGS.
DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL
3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND
THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY
ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO
7. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE
of GENERATOR TO BE APPROVED BY THE OWNER.
FIT THE WORK TO THE CONDITIONS.
ALL HIS PRACTICAL TRADES.
10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN.
4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR
8. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12
g DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF
CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION
INCHES OF THE CABINET, INCLUDING ABOVE THE CABINET.
s THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY
INTO BUILDING.
o ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT
C. CONDUCTORS AND CONNECTORS
9. EXHAUST OUTLETS MUST BE LOCATED AT LEAST 10 FEET FROM ANY HVAC
EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MORRISON HERSHFIELD.
THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR
1 • UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH
AIR INTAKES, WINDOWS, DOORS, AND OTHER OPENINGS INTO A BUILDING -
a REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE
THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION
COORDINATE IN FIELD.
OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES.
CONFORMING TO NEMA WC7. (TYPES THHN). INSULATION SHALL BE RATED FOR 90 DEG. CONDUCTORS
10. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOW
B' 1 1. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED
SHALL BE COLOR CODED IN ACCORDANCE WITH NEC.
WATER TO DRAIN FROM THE DRAIN OUTLET AND AWAY FROM THE CABINET.
PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE
2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES..
a THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING
SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER
11 TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE
WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR
MUST BE OBTAINED.
AN OPENING RADIUS OF 36 INCHES OF CLEARANCE FROM THE CLOSED
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED
D. GROUNDING
POSITION TO THE OPEN POSITION.
CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE
RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING
1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN
g AUTHORITIES DURING THE EXECUTION OF THE WORK.
ACCORDANCE WITH THE CURRENT NFPA STANDARDS.
0 12.IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO
2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT,
BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE
SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD.
CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE
3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID
AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY
BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND
SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND
o SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN
SHALL NOT EXCEED 90% GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED
THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE
GROUND RING.
g SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL
a ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS)
4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO
m THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE
T-319 GALVANIZING BAR.
DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO
5, ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS
BE INCLUDED.
TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH
13.THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A
ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY
CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR.
EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501.
IMPORTANT NOTICE
PROJECT INFORMATION
SITE GENERAL NOTES
1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION
1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S
a THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL
OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.
ORIGINAL CONDITION
OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS.
MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS
2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA
2. CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES,
o NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO
ENERGY REVIEW CODE.
PIPING, PRIOR TO START OF EXCAVATION
� RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
H PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
TO THE CONSULTANT PRIOR TO CONSTRUCTION.
6. T-MOBILE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER
MONTH AT ONE HOUR PER VISIT.
0
3
1
2
3 4
5
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULT��IA1N__TS OF ANY ERRORS OR
DIFICATIONS TO WORK
SMMAf���O fYO GUUSO55U l'4fi110dYpRIOR WRITTEN
�OPR SED LATyE;�ST fti1E''V''ISI O'Tjf{{'r AL•L DRAWINGS
AND SP C 1 'ATNS �cM�, I.W AOPERTY OF
MORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
SEP 11 2014
RISON ERSHFIELD CORD
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
6
5
4
3
,
2
1
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
9OX CD SUBMITTAL
No.
Date
Action
Client:
T m aMobilee
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant:
m
MORRISON HERSHFIELD
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel: 954.577.4655 Fax 954.577.4656
FL C OF A #8508
FL Architect business # AA26002368
www.monisonhershfield;oom
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
NOTES
Project No.:
7140041
Designer:
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing No.
0
T-2
scve s WSE oN W x W v MM
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
Q BP�MERYED'VVTRtOUT PRIOR WRITTEN
APR V PRF�VIOUSISSUEyS OF�TF1i5 DRAWING ARE
P -S D BY TtiE TEST
Rpj=yy�i510N. ALL DRAWINGS
D P CIF`CATIONjTIq(y�i1E PROPERTY OF
MO SON H�ERSiF1IFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
SEP 1 1 20%
Ilrw;o �PpP
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
6
5
4
3
,
2
1
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
90% CD SUBMITTAL
No.
Date
Action
Client:
T m -Mobile
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant:
rr
MORRISON HERSHFIEL.D
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel: 954.577.4655 Fax 954.577A656
FL C OF A 08508
FL Architect business 9 AA26002368
www.morisonhershfield.com
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY -
FORT PIERCE, FL 34946
Drawing Title:
PARTIAL SITE PLAN
Project No.:
7140041
Designer.
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing No.
0
A-1
=ME 5 B W 22' X 3V'W =
EXISTING t480'-O"
HIGH GUYED TOWER
EXISTING CHAIN LINK
FENCE W/ 3-STRAND
BARBED WIRE AT TOP
l EXISTING
T-MOBILE
CABLE BRIDGE
I EXISTING
T-MOBILE
J-BOX W/ OVP
EXISTING
T-MOBILE
GSM EQUIPMENT
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T-MOBILE UTILITY
CONDUITS (TYP.)
EXISTING CABLE
BRIDGE (TYP.)
EXISTING t480'-O"
HIGH GUYED TOWER
:XISTING EXISTING CHAIN LINK
MOBILE FENCE W/ 3-STRAND
)ISCONNECT BARBED WIRE AT TOP
:XISTING EXISTING
MOBILE METER T-MOBILE x — x
CABLE BRIDGE x
PROPOSED T-MOBILE x
:XISTING T-MOBILE PCS/AWS DIPLEXER
IBER CABINET STACK MOUNTED TO
5 NEW POST
A5 (TYP. OF 3)
:XISTING T-MOBILE
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EXISTING T-MOBILE x
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3 4
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EXISTING T-MOBILE
DISCONNECT
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:XISTING T-MOBILE
/
EXISTING T-MOBILE
'COA EQUIPMENT
/
FCOA EQUIPMENT
.ABINET
x
— — — —
CABINET
I
o
"— x—
x— x— x— x
:XISTING
EXISTING CONCRETE
;ONCRETE
x
PAD
'AD
I
I
/
x
EXISTING
x
BUILDING
\\\
N
/
TRUE NORTH TRUE NORTH
EXISTING EQUIPMENT PLAN 24'x36' SCALE: 1/2' _ —D" 1 PROPOSED EQUIPMENT PLAN 24'x36' SCALE: 1/2" _ ,' 2
IIN1T SCALE: 1/4' _ ,'-0" 2 ,' 0" 2' 11N17" SCALE: 1/4' = 1'-0' 2 1' 0" 2'
1 2 3 1 4 5
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL
DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APU�P'gV LPJ OUSIeS',UypE-3�;OF THIS DRA iWtIANO ARE
A!•�D�ST'E
��-�LVEO`^i'P^T��QQL
,}��JL;R'fi EIiTY OF
MORRIS Ny}1g MIEL`DC kt O N ETHER
M RRIS N I NO TH C p�CT WILL
•REVIEW
BE PROVIDING CONSTRUCTION OF THIS PROJECT.
S€P 11 2014
ORRISON : RSHFIELD CORr
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
6
5
3
2
1
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
90% CD SUBMITTAL
No.
Date
Action
Client:
T a sMobile
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant:
mid
MORRISON HERSHFIELD
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel:954.577.4655 Fax:954.577.4656
FL C OF A 08508
FL Architect business N AA26002368
www.mordsonhershfield.com
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
EQUIPMENT PLANS
Project No.:
7140041
Designer:
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing No.
0
A-2
6 SC4E8SASEa2'xWV—
19,
6
EXISTING T-MOBILE
UMTS ANTENNA
TO BE REMOVED
AND REPLACED
EXISTING T-MOBILE
LTE RRU
TO REMAIN
EXISTING T-MOBILE
GSM/UMTS RRU
TO BE REMOVED
AND REPLACED
EXISTING T-MOBILE
GSM ANTENNA
TO BE- RELOCATED
AND RECONFIGURED
EXISTING T-MOBILE
LTE ANTENNA
TO REMAIN
EXISTING T-MOBILE
J-BOX W/ OVP
TO REMAIN
EXISTING T-MOBILE
LTE RRU
TO REMAIN
EXISTING T-MOBILE
UMTS ANTENNA
TO BE REMOVED
AND REPLACED
EXISTING T—MOBILE
GSM/UMTS RRU
TO BE REMOVED
AND REPLACED
EXISTING T—MOBILE
GSM ANTENNA
TO BE RELOCATED
AND RECONFIGURED
EXISTING ANTENNA LAYOUT (SECTORS A, B & C)
1
24"06" SCALE: 1/2" = 1'-0"
11"x17' SCALE: 1/4" = 1'-0"
EXISTING T-MOBILE
LTE ANTENNA
TO REMAIN
EXISTING T-MOBILE
ANTENNA SUPPORT
MOUNT
(TYP. OF 3)
EXISTING T-MOBILE
GSM ANTENNA
TO BE RELOCATED
AND
RECONFIGURED
EXISTING T-MOBILE
LTE RRU TO
REMAIN
EXISTING T—MOBILE
GSM/UMTS RRU
TO BE REMOVED
AND REPLACED
EXISTING T—MOBILE
UMTS ANTENNA
TO BE REMOVED
AND REPLACED
EXISTING T-MOBILE
LTE ANTENNA
TO REMAIN
TRUE NORTH
2' 1' 0" 2'
NOTE:
NO WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT
STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE
CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA -MOUNTS AS
INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR
ASSOCIATED MODIFICATION DESIGN DRAWINGS.
RECONFIGURED
T-MOBILE GSM/UMTS
PCS ANTENNA
EXISTING T-MOBILE
LTE AWS RRU
PROPOSED T-MOBILE
�1 UMTS/GSM PCS
r REPLACEMENT RRU
PROPOSED T-MOBILE LTE
700/UMTS AWS
REPLACEMENT ANTENNA
ON EXISTING PIPE MOUNT
h
PROPOSED T-MOBILE TWIN
STYLE 3C LTE 700/UMTS
AWS TMA (TYP. OF 3)
EXISTING T-MOBILE
LTE AWS ANTENNA
EXISTING T-MOBILE
J-BOX W/ OVP
EXISTING T-MOBILE
LTE AWS RRU
RECONFIGURED
T-MOBILE GSM/UMTS
PCS ANTENNA
PROPOSED T-MOBILE
UMTS/GSM PCS
REPLACEMENT RRU
2
A-5
PROPOSED T-MOBILE
LTE 700/UMTS AWS
REPLACEMENT ANTENNA
ON EXISTING PIPE MOUNT
l0
u
RRUs AND
COVP FINAL COUNT
ITEM
EXISTING
PROPOSED
REMOVED
FINAL COUNT
J—BOX W COVP
1
0
0
1
LTE AWS RRU
3
0
0
3
UMTS PCS RRU
3
3
3
3
TWIN PCS TMA
6
3
6
3
1 PROPOSED ANTENNA LAYOUT (SECTORS A, B & C)
3 4
24"06" SCALE: 1/2" =
11"x17" SCALE: 1/4" = 1'-0"
5
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL
1,
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
_
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWNSFWl IMPLWE VATROUT PRIOR WRITTEN
AL�;p 51 UREES F'0-IS DRAWING ARE
El SIGN. ALL DRAWINGS
IR F�C.IFICATIONS RE41A Nj TH IE PROPERTY OF
ISOf(y! HERSHFJEko CORPORATION. NEITHER
ORRISON HERSHFIELD NOR THE ARCHITECT WILL
9E PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
MORR
EXISTING T-MOBILE
LTE AWS ANTENNA
EXISTING T-MOBILE
ANTENNA SUPPORT
MOUNT
(TYP. OF 3)
PROPOSED T-MOBILE
LTE 700/UMTS AWS
REPLACEMENT ANTENNA
ON EXISTING PIPE MOUNT
1
A5
EXISTING T-MOBILE
LTE AWS RRU
PROPOSED T-MOBILE
UMTS/GSM PCS
REPLACEMENT RRU e
A5
RECONFIGURED
T-MOBILE GSM/UMTS
PCS ANTENNA
EXISTING T-MOBILE
LTE AWS ANTENNA
TRUE NORTH
0
2 1' 0" 2'
HERS I-' IELDR
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
1 C
0 09/11/14 ISSUED FOR PERMIT
A 07/15/14 90% CD SUBMITTAL'
No. Date Action
Client:
T I. ®Mobile
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant:
I VA Fill
MORRISON HERSHFIELD
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel:954.577.4655 Fax:954.577A656
FL C OF A #8508
FL Architect business # AA26002368
e www.monisonhershfield.00m
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
ANTENNA LAYOUTS
Project No.:
7140041
Designer:
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
t Issue No.:
Drawing No.
0 1 A-3
i
0
VA
6 sc1 G Mee w zr x av SIZE
FINAL EQUIPMENT INVENTORY
ANTENNAS
(E) (6) RFS APXI7DW-17DWVS—A20
(N) (3) ANDREW DBXNH-6565B—A2M
REMOTE RADIO
(E) (3) NOKIA FRIG W/O SOLAR SHIELD
(N) (2) NOKIA FXFC W/ SOLAR SHIELD
(N) (3) NOKIA FRLB W/ SOLAR SHIELD (AT GROUND)
TOWER MOUNTED AMPLIFIERS
(N) (3) ANDREW 3C—TMAT1921B78-21A
CABLES
(E) (1) 1.584" HIGH CAPACITY HCS
(E) (12) 1-5/8" COAX
JUNCTION BOXES
(E) (1) RAYCAP ASU9338TYPOl COVP (AT TOWER)
(E) (1) RAYCAP ASU9338TYPOl COVP (AT GROUND)
NOTE: E = EXISTING
N = NEW
0
NOTE:
PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM THE
DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR
GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON
a HERSHFIELD CORPORATION TO THE ACCURACY NOR THE
COMPLETENESS OF THE COPIED ELEVATION INFORMATION.
i
a
i
o
ELEVATION
1
EXISTING GUY WIRE (TYP.)
EXISTING YAGI ANTENNA
(TYP.)
EXISTING OMNI ANTENNA
(TYP.)
EXISTING T—MOBILE SITE
SUPPORT CABINET (MEDIUM)
EXISTING T—MOBILE CABLE
SUPPORT BRIDGE
EXISTING 8'-0" HIGH CHAIN —LINK
FENCE W/ 3—STRAND BARBED
WIRE AT TOP
TOP OF TOWER
EL. t480'-0.1 A.G.L
� EXISTING VERIZON WIRELESS ANTENNAS
EL. t230'-0" A.G.L
RAD CENTER OF EXISTING AND PROPOSED T—MOBILE
EL. f210'—O" A.G.L
1p EXISTING AT&T ANTENNAS
EL. t210'—O" A.G.L
EXISTING SPRINT ANTENNAS
EL. t175'—O" A.G.L
EXISTING t480'—O" HIGH
GUYED TOWER
GROUND EL
EL. 0'—O"LEVA.
01
NOTE:
REFER TO APPROVED STRUCTURAL ANALYSIS FOR
RE —TENSIONING REQUIREMENTS OF CABLES. CONTRACTOR
SHALL SUBMIT A P.E. CERTIFIED REPORT STATING RESULTS
OF TENSIONING AND THAT REQUIREMENTS HAVE BEEN MET.
A A A A A A A A A A A A A A
a
NOTE:
NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL
ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER
SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA
MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED
MODIFICATION DESIGN DRAWINGS.
M
24"x36" SCALE: 1/16" = 1'-0" 1
11"x17" SCALE: 1/32" = 1'-0" 16'12'
2 3 �' 4 5
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE
SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS
AND SPECIFICATIONS REMAIN THE PROPERTY OF
MORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
}l
OCT
0-N :Ir`J`Ir,L--1
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
6
5
4
3
,
2
1
10/13/14
RE —ISSUED FOR PERMIT
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
90R CD SUBMITTAL
No.
Date
Action
Client:
T - ®Mobile
stick together®
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL.33323
Consultant:
m
MORRISON HERSHFIELD
Two South University Drive, Suite 245,
Plantation, FL 33324
Tel: 954.577.4655 Falc 954.577.4656
FL C OF A #8508
FL Architect business # AA26002368
www.mordsonhershfield.com
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
ELEVATION
Project No.:
7140041
Designer:
Date:
CT
07/15/14
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing N
1
A-4
6 S S 845E m]3' x St' v ME
C
i
ri
PROPOSED ANTENNA
TILT BRACKET
PROVIDED W/ANTENNA
' PROPOSED PIPE
MOUNTING BRACKETS
PROVIDED
W/ANTENNA (TYP.)
T-MOBILE ANTENNA
II ANTENNA
MOUNTING PIPE
PROPOSED ANTENNA
BRACKET PROVIDED
A W/ANTENNA
E
0
0
II ANTENNA MOUNTING DETAIL
0
ID
POLE
MOUNTING KIT
MOUNTING PLINTH
NOKIA UMTS RF
MODULE W/
SOLAR SHIELD
EXISTING RADIO
MOUNTING PIPE
NOTE:
CONNECTING HARDWARE PROVIDED
W/ POLE MOUNTING KIT
NTS 1 1 UMTS RRU MOUNTING DETAIL
PROPOSED GALVANIZED
1-5/W UNISTRUT SUPPORT'
MATERIAL W/ END CAPS.
FIELD VERIFY SPACING
PROPOSED T-MOBILE LTE
700 RRU (BEHIND)
(TYP.OF 3)
AS
PROPOSED T-MOBILE
AWS/700 DIPLEXER. SEE
NOTE BELOW
PROPOSED 3 1/2" 0
(4- O.D.) STD GALV.
POST W/ END CAP
PROPOSED 1'-0"0
CONCRETE CAISSON
GROUND
X.
i\
NOTE:
REFER TO LATEST „ 0
T-MOBILE RFDS
FOR DIPLEXER TYPE
AND QUANTITIES
AND COORDINATE
'DIPLEXER LAYOUT
' ON H-FRAME WITH '
T-MOBILE CM/RF. 1'-0"
i
LTE 700 RRU & DIPLEXER MOUNTING DETAIL
0
NTS 14 1 (NOT USED)
3
NOTE:
UNIT SHALL BE MOUNTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
NTS 2 LTE 700 RRU MOUNTING DETAIL
5 1 (NOT USED)
4
5
PROPOSED COMMSCOPE
MOUNTING PIPE HARDWARE
(BAND CLAMPS)
PROPOSED 3-1/2" STD
GALV. SCHD. 40 PIPE
PROPOSED T-MOBILE
LTE 700 RRU
l DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE
SUPERSEDED BYTHE LATEST REVISION. ALL DRAWINGS
'AN9-SgE91FJPKgOtLSS�€MAINTIIE PROPERTY OF
SEP 11 2014
M91 99N H -HFIE _b COR
ROBERT JERRY LARA
REGISTERED ARCHITECT
STATE OF FLORIDA
AR92824
1
-
C
0
09/11/14
ISSUED FOR PERMIT
A
07/15/14
90% CD SUBMITTAL
No.
Date
Action
1. Client:
T ® Mobile
stick together®
NTS
3
1300 CONCORD TERRACE
SUITE 200
SUNRISE, FL. 33323
Consultant:
ffil
MORRISON HERSHFIELD
Two South University Drive, Suite245,
Plantation, FL 33324
Tel: 954.577A655 Fax 954.577.4656
B
FL C OF A 98508
FL Architect business # AA26002368
www.morrisonhershfield.com
Project:
MICROWAVE SERVICE COMPANY
A2P0045B
6189 N FEDERAL HIGHWAY
FORT PIERCE, FL 34946
Drawing Title:
DETAILS
Project No.:
7140041
Designer:
CT
Date: _
07/15/14
A
Drawn By:
Checked By:
GR
RL
PM Review:
Client Approval
LP
Issue No.:
Drawing No.
0
A-5
6
6 scNe a Rl4E oN a x a• v saE
JF
Ohl- yj
WU,
FILE CSPY
I