PLANSF —.;IJ L_ DATA & EQUIP M =NT
SIZE) AS / X3p' DEPTH $" -6, '
CAPACITY' L'7, 54/ 64/ /cn15
PERIMETER' gel. LF 432 SF
PUMPS / (/_f? QTY RETURNS 3
FILTER' /c' 5.F C4,/ -E- LIGHTS. /v, /CO vv
TILE' (''G' /C SWIMCUTI /8 "
COPING: BuYLNo5E ? /C,e HEATER' Nent/E
CLEANING LINE: yE-5 SCREEN: NO
CHLORINATOR' N2/Vg
TYPE OF PATIO' /124(/5 :OD'
EXIT RAILINGS' A/c,k-1
POOL FINISH+
TURNOVER 12 HOURS ( MAXIMUM ) ¢ ,tifec
MISC!
SOIL STATEMENT
ON SITE INSPECTION INDICATES SAND AND ROCK WITH
A BEARING CAPACITY OF 2000 PSF, THE CONTRACTOR
SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER
CONDITIONS ARE ENCOUNTERED.
HYDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV. FOR AREA
TOP OF POOL ELV,
BOTTOM OF POOL ELV,
HYDRAULIC HEAD
ALLOWANCE HYDROSTATIC VALVE
NET HYDRAULIC HEAD
MsL
f�25 MSL
=7 MSL
_ 2.2
USE MIN. 6' THICK CONCRETE FLOOR SLAB
ELEVATION OF DECK IN RELATION TO HOUSE1 E57/0L -/c54 /A/ FELLD
NOTE1 PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TO
THESE DRAWINGS SHOWING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS -BUILT CONFIGURATION IF
DIFFERENT FROM THESE DRAWINGS.
P
L PLAN
SCALE1 1/8' = 1' -0'
SWIM ❑UT DETAIL
N.T,S.
NORTH
1 8.
N I
14//1 //),-.
Lc! iF
A
Y,
^
A N
0
N
w
w
•
GENER NOTES
L ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY
APPLIED CDNC, WITH A MIN. 23 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
2. ALL REINF, STEEL TO CONFORM TD A,S.T,M, 615 GRADE 40,
3. ALL POOL PIPING TD BE SCHED 40 PVC BEARING NSF APPROVAL
4, SOIL STATEMENT'
NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS OR ROCK.
THIS PROJECT IS IN THE VICiNTY CF PROJECTS THAT THIS FIRM
HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND
ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS
ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE
FOR INSPECTION AND INSTRUCTIONS.
5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /DR SHORING CR OTHER METHODS_
THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY
FOR THE SAFTEY OF EXISTING STRUCTURES.
6. THIS DESIGN ENGINEER ASSUMES NO RESPGNSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS CR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL
CCNTRATDR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
AND ESTABLISH LOT INES.
7, THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL
UTILITIES AT THE SITE. MIN, CLEARANCE DIMENSIONS SHALL BE
HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY.
IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER.
8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT
MAX. WATER TEMP, = 102 DEGREES F.
9, MIN, 5' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND
ALL UNSCREENED POOLS,
10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION.
THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE
ACCOMPLISHED WITH CLEAN SANDS, FREE CF ORGANIC MATERIAL
AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL
BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING
SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR
MANNER.
11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO
DESIGN IS BY OTHERS.
12. WARNINGS TO EMPTY POLL AFTER CONSTRUCTION, FOR REPAIRS CR
ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH
THE POOL MUST BE ELIMINATED TD PREVENT THE POOL FROM
FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR
CR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING
UPLIFT PRESSURES.
13. THIS PLAN REMAINS THE PROPERTY OF CONSULTING
ENGINEERS,INC, IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR
TO ANOTHER WITH CUT WRITTEN PERMISSION OF CONSULTING
ENGINERS, INC.
12' 12'
18'
DETAIL OF STEPS N,T,S
CDNC.
STEPS
HYDROSTATIC
VALVE 1 1/2'
WELL POINT
2 - #3 CDNT,
COPING
TILE
\ WATER LINE
•
2' -3' SHALLOW END
MIN VERTICAL
3' -0' DEEP END
APPROVED
FINISH
i
3
6' MIN.
GRATE TO BE FASTENED
WITH SCRE`.JS,
ROCK 3ED
WELL POINT DETAIL N,T,S,
6' ---
30
z4'
117 MAXIMUM SLOPE WATER LINE -}
100 WATT LIGHT
W/ LOW WATER
CUT CFF DEVICE
4' CDNC DECK W/ SLIP
RESISTANT TOPPING
(W /6 X 6- W1.4 X W1,4 WWF)
ON COMPACTED FILL
( SEE GENERAL NOTES )
SLOPE
— x x — x — x—
STEELTEX FORM,
KRAFTBOARD DR EQUIV,
#3 AT 12' C.C.
E.W. BOTT, CENTERED
TYPICAL WALL SECTIEN
< FOR DEPTHS TO 6' -0' )
-r--- 2' COVER (CENTER)
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR
DIVING. THIS PCDL IS NOT DESIGNED FOR DIVING.
IN SHALLOW END MAIN
DRAIN
LONGITUDINAL POOL SECTION
TO SERVICE
PANEL
WP GFI 10' TO
20' FROM WATER
8'X8 CDNC. FTG ,
W/ 1 #5 CONT.
6' TOP & 6' BOTTOM
W/ #3 AT 12' D.C.
EACH WAY,
5
N.T.S.
co'
N.T.S.
SPST TOGGLE
SWITCH
\ / 2i'2aM07W ?A'
1 Wi kW - 4 76 S'Ar,Qe
12V TRANS,
1' NON- CORROSIVE
COND.
SKIMMER
III =I
i A POOL PUMP, FILTER
ND -HEIER ANCHOR
POINT SCTYP.)
8' MAIN DRAIN
TO r `,✓P MANUAL STARTER S`.JITCH
• ( TYP
NOTE
ALL ELECTRICAL
3- 12 IN 1/2 COND. SHALL CONFORM
J/ N.E.C. ART. 680
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT, W/ #8 WIRE
ELECTRICAL DIAGRAM
PUMP FRAME,
FILTER TANK MOUNT
1 3/4' x 3/16' TAP CON,
REINFORCED CDNC. SLAB (4'THK,)
77 1
iui 111
II =11 III
III
FILTER
NOTES1 ANCHOR BOLTS THROUGH
BASE (1 3/4' x 3/16')
(TAP CON) FOR POOL PUMP & FILTER
- HEAiEf2 =S 4OWN=AS ' IONAL
E4)- 1/ NGEE= BRAEKE -S -(GAS HEA - TER)
(4) r , ANGE-Er-$RA €SEE t4EAT -PUMP)
TAf=.€f N=rAND
C4 1 /2'°-Sa.F TAPPING- -SSHEE MET- ,L—SCREAVS,
POOL EQUIPMENT ANCH ❑RING N,T,s,
PUMP
MOTOR
PRESSURE GAUGE AND
IR RELIEF VALVE
FILTER
PIPING SCHEMATIC
Ali
N.T.S.
18'
1 1/2'
4 9 DD PUMP W/
\ _HAIR & LINT
STRAINER
TILEi
<TYPJ r
SWIMgUT ,DETAIL N,T,S,
F ay
W
(r ,
3 a
o
T ' O
•
•
ar
F
•
PROPERTY OF:
A BOUNDARY
SURVEY
I hereby certify that the survey repre-
sented hereon meets the minimum
technical standards set fonh by the Board
of Land Surveyors in chapter 61G17 -6
Flori a-Admi istrative Cod uant to
on .27. Fla. Statut.. There are no
encroa ments, ove ps, easements
app ing on the i t, other than as
sh I hereto.
V1. U0►.3UIIV[Y
3
0 MOPE* Na
74, vE 5 //
Z
276 N.E. 93rd Street, Miami Shores, Florida.
FIELD DATE
-/
1
FLOOD ZONE: X
FLOOD INFOPMATION: .
Community No.: 120652
Panel Nu.: 93
Suffix: J
Date Of F.I.R.M.: 3 -2 -94
Bhse Elevation: Not
- Available
Note: Underground
and utilities, if any,
not located, Fence
ownership by visual
means only, legal
ownership not determine
NOT VALID N rtlioUr f1IE SIGNATURE
AND TIIE ORIG LN.IL AAISLD SEAT. OF
FLORIDA LICENSED SURVEYOR
AND MAFrR
This property described as:
Lots 3 and 4, Block 26,
AMENDED PLAT OF :IAMI SHORES
SECTION NO. 1,
according to the Plat
thereof, as recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
Certified To: Rapid Title Services Company,
Attor-ucv,. Title Inurance Fund, Inc., Stcfanello, Jon Michael and
Eyril:iri Stephan Paul and Interfir.st Mortgage Corp., its successors
amts /or assigns.
Steforiello Jun Michael and Evman, Stephan Paul,
33138
LANNES AND (;ARCIA, INC.
L.U. # 20911
SURVEYORS-MAPPERS-LAND PLANNERS
RENE AI(;UESVIVES I'.S.!■1. t$ 4327
Office address: 359 Alcatar Avroue, ('oral Gablrs, Florida 33134
(305)666 -7909 (954) 523-8663
SCALE DRAWN BY DRWG. NO
-7"; 50079
3 -26 -98 "Recertified ", Flood Zone, Flood Intormntien, 'times
and Certified To revised. Mi2� y 767
P •.IIL DATA & EQUIPiM =iNT
SIZE, /S'X3p' DEPTHS 3 -6, '
CAPACITY ill $4/ 64/ / r_/N1.5
PERIMETER' 8 4 LF 432 SF
PUMPS / 11,/ QTY RETURNS' 3
FILTER' /CO S.F C,jf�i.�iL e LIGHTS; /2 v, /nf) w
TILE w 4 C/7/G /CE SWIMOUT' /B
COPING' / Z AJOSE tQJC,e HEATER /1/D //E
CLEANING LINE )/ES SOREEN /yCr
CHLORINATOR' ,V0/'/.t
TYPE OF PATIO' /VS DOD
EXIT RAILINGS' /o,- -/
POOL FINISH;
TURNOVER 12 HOURS ( MAXIMUM ) 4 /7exj,e5
MISC;
SOIL STATEMENT
ON SITE INSPECTION INDICATES SAND AND ROCK WITH
A BEARING CAPACITY OF 2000 PSF, THE CONTRACTOR
SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER
CONDITIONS ARE ENCOUNTERED.
HYDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV. FOR AREA =7 74" MSL
TOP OF POOL ELV. = ?— ZS MSL
BOTTOM OF POOL ELV, = f3 Z5 MSL
HYDRAULIC HEAD = 4.. c
ALLOWANCE HYDROSTATIC VALVE = -2.0'
NET HYDRAULIC HEAD = 2.27
USE MIN. 6' THICK CONCRETE FLOOR SLAB
ELEVATION OF DECK IN RELATION TO HOUSE E574L3L /S4 /ci / ZL
NOTE PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TO
THESE DRAWINGS SHOVING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS -BUILT CONFIGURATION IF
DIFFERENT FROM THESE DRAWINGS.
5 CGi
P^hL PLAN
SCALE 1/8' = 1' -0'
N
N
of
VWp6Fes{
NORTH
SWIMOUT DETAIL
N.T.S.
!/# G LGC/
c4
6
GENERAL NOTES
1, ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY
APPLIED CONC, WITH A MIN, 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI,
2. ALL REINF, STEEL TO CONFORM TO A.S,T,M, 615 GRADE 40,
3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. SOIL STATEMENTt
NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS CR ROCK,
THIS PROJECT IS IN THE VICINTY OF PROJECTS THAT THIS FIRM
HAS PREVIOUSLY DESIGNED, THE SOIL IS SANDY IN NATURE AND
ADEQUATE TO SUPPORT THIS SWIMMING POOL, IF OTHER CONDITIONS
ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE
FOR INSPECTION AND INSTRUCTIONS,
5, THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS_
THE DESIGN ENGINEER ACCEPTS NO RESPGNSIBILTY
FOR THE SAFTEY OF EXISTING STRUCTURES,
6, THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS CR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED,THE POOL
CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD,
AND ESTABLISH L ❑LINES,
7 ' THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL
UTILITIES AT THE SITE, MIN, CLEARANCE DIMENSIONS SHALL BE
HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY,
IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER,
8, TEMPERATURE OF THE WATER SHALL BE SET SO THAT
MAX, DATER TEMP. = 102 DEGREES F.
9, MIN, 5' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND
ALL UNSCREENED POOLS,
10, THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION,
THE PLUMBING SHALL NOT BE DISTURBED, BACKFILL SHALL BE
ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL
AND SHALL BE PLACED IN 12' THICK LAYERS, EACH LAYER SHALL
BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING
SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR
MANNER,
11, WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO
DESIGN IS BY OTHERS,
12, WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR
ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH
THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM
FLOATING UPWARD, THE OWNER MUST CONSULT A POOL CONTRACTOR
OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING
UPLIFT PRESSURES,
13, THIS PLAN REMAINS THE PROPERTY OF CONSULTING
ENGINEERS,INC. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR
TO ANOTHER WITH OUT WRITTEN PERMISSION OF CONSULTING
ENGINERS, INC,
12' 12'
18'
DETAIL OF STEPS N,T ,S,
CGNC,
STEPS
HYDROSTATIC
VALVE 1 1/2'
WELL POINT
2 -43 CONT,
COPING
TILE
\WATER LINE
f
2' -3' SHALLOW END
MIN VERTICAL
3' -0' DEEP END
APPROVED
FINISH
r
6' MIN,
GRATE TO BE FASTENED
`'ITH SCREWS,
ROCK BED
WELL POINT DETAIL N.T.S.
6'—
4' CGNC DECK W/ SLIP
RESISTANT TOPPING
(W /6 X 6- W14 X WL4 W`,DF)
ON COMPACTED FILL
( SEE GENERAL NOTES )
17 MAXIMUM SLOPE WATER LINE
IN SHALLOW END MAIN -
DRAIN
SLOPE
— x — x —x —x—
#3 AT 12' O.C,
E,W, BOTT, CENTERED
8'X8' CONC, FT�
W/ 1 #5 CONT.
-r--- 2' COVER (CENTER)
6' TOP & 6' BOTTOM
W/ #3 AT 12' O.C.
EACH WAY,
STEELTEX FORM,
KRAFTBOARD OR EQUIV,
TYPICAL WALL SECTION N,T,S,
( FOR DEPTHS TO 6' -0' )
IMPORTANT NOTE1
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR
DIVING, THIS POOL IS NOT DESIGNED FOR DIVING,
U'
LONGITUDINAL POOL SECTION
TO SERVICE
PANEL
WP GFI 10' TO
20' FROM `,DATER
100 WATT LIGHT
`.D/ LOW WATER
CUT OFF DEVICE
N.T.S,
48' MIN,
8'
MIN,
POOL
DECK
JUNCT,
BOX
SPST TOGGLE
5 \/1TCH
-AWN 94
/5 Lk 4trS/f
l �a 7a SX,Pe
12V TRANS,
1' NON- CORROSIVE
COND,
8' MAIN DRAIN
WP MANUAL STARTER SWITCH
( TYP )
PUMP FRAME,
FILTER TANK MOUNT
1 3/4' x 3/16' TAP CON,
REINFORCED CONC. SLAB (4'THK,)
�° ii ii l 11
III �U III =I II
FILTER
i A POOL PUMP, FILTER
ND-HEER ANCHOR
POINTS(TYP )
NOTES1 ANCHOR BOLTS THROUGH
BASE (1 3/4' x 3/16')
(TAP CON) FOR POOL PUMP & FILTER
E43� }�ttB�ANG BRA €KE+S <�r S•- HEATER)
Pt;MP)
F4 - METAL SGRE- /S.
POOL EQUIPMENT ANCHORING N.T.S
PRESSURE GAUGE AND
IR RELIEF VALVE
PIPING SCHEMATIC
PUMP
MOTOR
NOTE'
ALL ELECTRICAL
3- 12 IN 1/2 COND, SHALL CONFORM
W/ N.E.C. ART, 680
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT. // #8 WIRE
ELECTRICAL DIAGRAM
4 9 PUMP W/
_HAIR & LINT
STRAINER
N.T.S.
1
Nil i
TILE
(TYP,)
SWIMOUT ,DETAIL N.T.S.
..114.1 O zd?
F-
Q <
z?
xc
cc
w
0
cc
J
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o
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,� ,1
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y k r
/ 2.7o •
/.. {=
Sre ?s
FLOOD ZONE: X
FLOOD INFOPMATION:
Community No.: 120652
Panel Nu.: 93
Suffix: J
Dc:te Of F.I.R.M.: 3 -2 -94
LrrSe Elevatiurl.: Not
?available
Note: Underground
and utilities, if any,
not located, Fence
ownership by visual
moans only, legal
ownership not determined.
S�q /e / 20 7'
This property described as:
Lots 3 and 4, Block 26,
AMENDED PLAT OF MIAMI SHORES
SECTION NO. 1,
according to the Plat
thereof, as recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
Certified To: Rapid Title Services Company,
AttoCnevs' Title: Inur race Fund, Inc., Stefariello, Jon Michael and
Eymdn, Stephen Pi✓_ul and Interfir.st Mortgage Corp., its successors
and/or assigns.
.,..v . as -: v.•,
PROPERTY OF:
NO l' VALID \V rFuu ' l• 1lIC SIGNATURE
AND 1' II E ORIGIN, I. AA ISLD SEAL OF
FLORIDA I.1(ENSED SUR% EYUR
AND NI MI
276 N.E. 93rd Street, Miami Shores, Florida.
A BOUNDARY
,t. PPRO /. / 'RV[Y
SURVEY
I hereby certify that the survey repre-
sented hereon meets the minimum
technical standards set forth by the Board
of Land Surveyors in chapter 61G17 -6
F1ori Admi istrative Cod ,•. uant to
on r27. Fla. Statut... There are no
encroa- ments, ove pi, easements
app ing on the t, other than as
shin hereto. v ^
n r.(Arru r+o. 43Z
/96.
FIELD DATE
SCALE
/ "
33138
LANNES AND (;ARCIA, INC.
L.13. # 2098
SURVEYORS-MAPPERS-LAND PLANNERS
RENT AlGt;b :sVIv :s t'.5.1I. a 4327
Gfficr oddness: 35') AIC:ttar AVellur, Coral Gables, Florida 33134
(305) 666-7909 (954)52J -8663
DRAWN BY
DRWG. N()
50079
T) ,
3 -26-98 "Recertified", Flood Zone, Flood Intmrmaticn, aries
and Certified To revised. 7 �j,� rr‘b / r767
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OWNER _ (ZAk _ \-v f+D SAX
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ciTY _/NArk. 1 -Swlmt't-L - - -
F L C R A MIAML
_____ JOB N
DA FE k.0.1 SCA I_ SH E 0
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