530 NE 96 St (12)i!' f-- B
SHOO; # OT;= PRAWN B
CONTRACTOR SHALL VERIFY ALL. DIMENSIONS ANA
NOTES SEFORE PROCEEDING; WITH WORK.;
ti ALt, A RAW,NC�S ARa YHE Pt2OF,RTl d a < TH ARC
A�1D $HALL BB R>+TLIRNED TQ HIM THE C OMPS L E lQN O F THE WORK:
� "4w• 11[�lafu Ce , 1r •. #ems Tort . T, Aa °Mil t;" Ypet,
I (We) acknowledge that anew swimming pool, spa or hot tub will be constructed or
nstalled at S3ct 1✓& % 5' Miami Shores ,• Fl., and hereby affirm that one of
he following methods will be used to meet the requirements of Chapter 515, Florida
Statutes.
;please initial the method(s) to be used)
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAFTY ACT
The pool will be isolated from access from the home by an enclosure
that meets the pool barrier requirments of Florida Statute 515.29;
The pool will be equipped with an approved safty cover that
complies with ASTM F1346 -91;
All doors and windows providing direct access from the home to the
pool will be equiped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 10 feet;
All doors providing direct access from the home to the pool will be
equipped with self - closing, self - latching devices with release
mechanisms placed no lower than 54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or
when pool is completed for contract purposes, will constitute a violation of Chapter 515,
F.S. and will be considered as committing a misdemeanor of the second degree, punishable
by fines up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S.
�%� • . t ��� >cz •
CONTRACTOR'S NAME (PLEASE PRINT) .
� HLG • State IDA Of O Fk ddo
u u :.... 2008
• ''+ •Commisston # DD342311
Bonded BY Notional NotaryAssn
144, //7tot,:Vilia
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33138•2382
TELEPHONE (305) 7 95•2204
FAX 1305) 7 36.8972
R'S SIGNATURE & DATE
4 �G'(✓I f'/-'�
0 NAME (PLkASE PRINT)
AR''UBLI
Lgen' Dfeuif* Co.. fi d, , Xeo Tat X.
rte--+' +rte% 4TM� . .'{
CHrrt
LORI 0
JO B DAIet .SHE X * 0 RAVitN Q
i �r O1ACTOR $NAt4. V ERI F
N1I Y,A.,ColMtEN$JONg AN y .
_.NQTEA Of rglia PROCE OINGW TH THkw9RK. ,
t *t.t.oft .yv, tl,d T ARC Ii Pf2QPERtY- 4F *TNB ARGiitT ECT=
sNAi.4 B RETURNED TO,11IN['AT THK OOMP!.ET;QN QF THE WOR
I -I/2"
VE
NG TE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LE55 THAN
T MINIMUN REQUIREMENTS. EITHER BY OWNER OR
BUILDING OFFICIAL. THE ENGINEER SHALL BE NOTIFIED.
N
(V
POOL
EQUIPMENT
2' -C" 2'
N LET
0
300 W
12 V
/LGT
MAIN DRAIN
5' -G" DEEP
IN
_ET
SKIMMER
DECK : CONCRETE
EXISTING RESIDENCE
21'
VACUUM
25'
FOOL FLAN
SCALE: I /4 "= 1' -0"
INLET
WEATriERPRQOr GI=1
RECEPTACLE LOCATED I 0 -2r'
FEET FROM POOL WATER ED< E
OPEN TERRACE
LEGAL : LOT 9, BLOCK 54, OF "MIAMI SNORES SECT NO. 2" ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,
PAGE 37, OF THE PUBLIC RECORDS, OF DADE COUNTY, FLORIDA.
2' 2'-G"
r r
in
i1
POOL REQU!I EMENTS:
SELF - CLOSING / SELF
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON - CLIMBABLE
IF NEIGHBORS REMOVE FENCE /
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNERS PROPERTY
SITE FLAN
SACALE : 3/32 " = I ' -O"
PROVIDE 2'- 5 "DOOR MIN.
WITH SELF CLOSER
AND LOCK DEVICE. @ 54"
I CM. !
METER
O
x
W
i "n?PUSZ P!CKLP
I \ 5'
ELEC. METER
PROVIDE 48 "'DOOR MIN.
WITH SELF CLOSER
AND LOCK DEVICE, @ 54" '
^cI
F
/ Vi51bdity
Triangle
ALARMS TO BE PROVIDED ON ALL
WINDOWS AND DOORS WHITH DIRECT
ACCESS TO THE POOL DECK OR. CHILD
SAFELY FENCE AROUND POOL
NOTE: SEE POOL SAFETY DEVICES(5HEET 2}
EXISTING 15' ALLEY
50.00' ' WOOD FENCE
t<
1vl�
r�T
20' x 30' DRAIN FIELD SEPTIC
O TANK
Y., 1050 GAL
PROPOSED TWO -STORY RESIDENCE
��rr + 9.60' NGVD
Y
ELEC. PANEL
0129-4,) OUT:
OPEN PORCH
DRIVEWAY
5 I 9 5.F
30'
0 Frtr43.3bl NGVD
POOL DECK
FFE +9.0 I' NGVD
OPEN TERRAC
c91
cO
Northeast 9Gth Street
I - INTERL
PAVERS 0
5AND BED
5 I /5" /K
2
Vi�ibdity
Tnangfe
12'
I0
II
PROPERLY LINE
0
0
0
z
0. 4.4
Cl
SHEET:
1 o 2
LEV, TOP OP POOL WALL
9,2'
r
12EP1H OP POOL
5,5'
1
ELEV, TOP OF MA!N12PA1N
3,7'
PEPIMETE[2 ( PEST)
0OO12 CIZI11:PIA
8,0
L2ECK AREA ( 50,PT)
H., V, TOP OP MAit\ir A1N
3,7
POOL IN PLOO9 C12ITEIZIA
4,3
LESJ 2',O" HYI2ROSTA11C VALVE
2,3'
SLAB 1HI0K1\E55 Pg0Unt2
61;
L
SU2PA.CE At'EA( SQ,PT,)
340
VOLUME ( Gi LONS)
10
200
TUMOVE2 CHOWS)
8
PEPIMETE[2 ( PEST)
73'
L2ECK AREA ( 50,PT)
380
JUNCTION PDX &
,PUMP, SWITCH
GPI RECEPTACLE
LO' MIN. 20' MAX,
FROM WATER LINE
ELECTRICAL NOTES:
SAFETY NOTES;
3UL L NOSE
COPING
FOOL s c-r
NO SCALE
I HP PUMP
230 V.
300 W
TRANSFC 'ME12
300 W
12 V POOL
LIGHT
NOTE: PROVIDE **8 PARE COPPER PONR WIRE FROM LIGHT TO POOL STEEL- ,WVIERE
A CONCRETE DECK 15 NOT PROVIDER, PROVIDER A ** 8 PARE COPPER POMP'
WIRE FROM THE POOL STEEL TO THE EQUIt'MEN1 TO PANEL,
WI -1ERE A CONCRETE SLAP IS Pt2OVIDEP , THE POND WIRE SHALL L3E CONNECTER
FROM THE POOL STEEL TO RE INFORCING MESH CONTINUOUS TO THE **5 REINPORC-
LNG PAR IN THE PERIMETER SLAP F OOTING, A L30NR WIRE SHALL THEN L3E CONNECTER
FROM 11-IE PERIMETER STEEL TO THE EQUIPMENT TO 11.15 ELECTRICAL PANEL,
1. ALLPOGL FLECTt,?ICAL- W7FK SHALT. E- ACC. mp-t 1- --ief) it-4 CCA+kr'LtANCE
WITH FLORIDA 5UILDING COPE,
2,ALL ELECTRICAL- GROL1NFtNG AND L3ONDING SHALL CONFORM
WITH THE FLORIDA L3L1lL12ING CODE,
3, NO OVEtd-IEAD WIRING SHALL PE LOCATER WITHIN l0' ,O"
OP POOL '5 WATER EDGE,
4, SHOULD THE ELEC1121CAL RISER DIAGRAM NOT ACCtJ AIELY
DEPICT REQUIERED WORK. A REVISER DRAWING SHALL L3E SLlL3-
MITIED AND APPOVEF Si-1AOWING EXPECT AS E3LIL1 CONFIGURATION
WITH ADDITIONAL SERVICE AND LOAD CALCULAT10N5, IF NECESSARY.
SHALL ELECTRICAL E QUIPMENT NOTSUITAL LE FOR E XPOSURE TO THE
ELEMENTS 51 -1ALL E3E ENCLOSER IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEAIEPS,PIPING AND RTELA1 t7POOL EQUIPMENT SHOWN ON 11 -1ESE PLANS AR-5
SATISFACTORY FOR EXPOSURE f0 THE ELEMENTS,
POOL SAFETY FEVICE5:
AS PER TI-SE FLORIDA 5U11-191N6 COD, THIS POOL AND/ OR SPA SHALL 5E
PROTECTED C AT 11-IE OWNER'S EXPENSENSE:) FROM UNAUTHORIZED ACCESS
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
(. A PER1MEIER FENCE SHALL 5E LOCAIEF AROUND 11-IF POOL UTILIZING A PART
OP THE HOUSE AS A L3ARRlER THIS METHOD, AT THE OWNER'5 EXPENSE, SHALL REQUIRI;
COMPLIANCE WHIT ARTICLE 424,2,1"7 OP 11-1E FLORIDA L3UILDING COPE,
ACCESS TROUGH THE PARKER SHALL PE TROUGH SELF CLOSING, SELF
LATCHING GAZES COMPLYING WITH 111E ABOVE INDICAIEF ARTICLE.
IF A PART OP T1-tE HOUSE 15 TO L3E USED AS L3ARRIER ,ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL PE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH LL 2017 THAT HAS A MINIMUM
SOUND PRESSURE RATING OP 85 41.3 AT l0 FEET AND 15 EITHER HARP
WIRED OR THE PLUG -IN TYPE , THE EXIT ALARM SHALL PRODUCE A
CONTINUOUS AUDI5LE: WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED,
THE ALARM SHALL SOUND IMMEDIATELY AJTlr.R THE, DOOR 15"'
OPENER AND L3E CAPAPLE OF L3ELNG HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES, THE ALARM SHALL 5E
EQUIPPER WHIT A MANUAL MEANS TO TEMPORARILY DEACTIVATE The
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS, THE DEACTIVATION SWWTH SHALL t3E
LOCATED AT LEAST 54 INCHES AL=COVE The 1NRESHOLF OF 11-e DOOR.
2. A SAFETY NET OR COVER SHALL C3E INSTALLED COMPLETELY COVERING THE
SURFACE OP THE POOL AND/ OR SPA THEREL3Y PREVENTING ACCESS TO THE
WAMPe THE NET OR COV SHALL L3E IN COMPLIANCE WITH ASTM F1346 -91,
3. A CHILD SAFETY FENCE C KIDD[E FENCE) A MINIMUM OP 48 INCHES IN l-IEIGHT SHALL
L3E INSTALLED AROUND THE PER1MEtl:t2 or TH5 POOL PREVENTING ACCESS TO THE
WATER FROM ALL 71RECT10N5. THE SAFETY FENCE SHALL L3E PERMANENTLY INSTALLED
AT ONE END WHICH CAN ONLY t3E REMOVED L3Y TOOLS,
4. A COML3INATION OF THE PERIMETER FENCE AND CHILD FENCE MAY L3E L15E12 TO
PREVENT ACCESS T-0 THE POOL PROVIDES THE CHILD FENCE 15 INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE,
I A PERMANENT SAFETY WARNING SIGN SHALL 13E PROVIDER AT
ALL SWIMMING POOL AND SPA AREAS REAI7tLY VISIL3LE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX P ANSI/ N5PI -5 -95.
2. THE WARNING SIGN, AS PER ITEM I ABOVE, SMALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OP FROWNING AND St-TALL
1NCLLJIE THE FOLLOWING STATEMENT:
"Ti (ERE 15 NO SL.UL3S111UTION FOR ADULT SUPERVISION OF SMAL
CHILDREN. If IS STRONGLY RECOMMENDER THAT AT LEAST ONE ADULT
RENDERING CHOLR SUPERVISION 5E TRAINEF 1N ARTIF RESPIRATION
AND / OR CA212tOPUL MONARY RESUSCITATION( CPU) "
3. ALL DOOR AND WINDOWS WITH FIR'ECT ACCESS TO THE PPOL ARREA
SHALL L3E EQUIPPEF WITH AN ALARM WHICH PRODUCES AN AL 113LE
ALARM WHEN THE DOOR OR ITS SCR 15 OPEN.
4. THE POOL AMP/ Ott EPA SHALL NOf 5E FILLED WITH WATER UNTIL A
SEPARATE PERMIT HAS E FFN OT3TAINER FOR AN APPOVE2 SAFE
FARRIER, INCLUDING A SPRING -LOCK SE LF - CLOSING GATE,
EXIST,
I5 0A
PANEL
150 A
MAIN RI5C,
2 ** 12 TS -11-1N
2P 20 AMP.
2** 12 1 -HN
I P. 15 AMP,
I ** 12 THHN CU, GROUND.
l 5L t/ I /' PL/1 I!" V V 1
3 ** 2/ 0 11-iW CU.
I ** 6 TI-INN CU. GRN12.
IN 2" C,
3/4" x2"
L3LLLNOSE TILE
EXIST,
METER
CAN
P
P20VIt7E17 SCK'EEN
MESH AT JOINT
TOP OF POOL 012 SPA
EX15T. FPL,
SERVIC
2" FROM
PONAe2 COMPANY
112A1`JSFE12 PAJ-,
Oft
I v n-rAIL
NO SCALE
■
SWIMOUt S�C1'lQN
NO SCAL E
COP ING, v 11G1- IEK'N/12 t IIGL 2
STRUCTURAL NOT
5 5 C7 O N
NO SCALE
ALL POOL CONCPE1 SHALL DEVELOP A MINIMUM 28 PAY
COMPRESSIVE S1'ENG11 -1 OF 30(.)0 PSI.
2, ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELR
STRENGTH OF 60,000 PSI,
3. ALL PECK CONCRETE C WHEN ih.151 UNFER 11 -1555 PLANS)
SHALL HAVE A MINIMUM 28 PAY COMPRESSIVE STlNG1H OF 2500 PSI,
4, The RE5IGN OF THIS PROJECT r'AS INCORPORATEF A
RPCIONAL DESIGN APPROACH L3A;EI7 ON ACCEPTER ENGINEERING
PRINCIPALS,
5, ALL- REINFORCING STEEL SPLICES SHALL 5E 18" IN LENGT UNL ESS
OTNERWiSE 1N12ICATEP ON THESE PLANS,
6, ALL RE INFORCING 5TEEL t✓E■C7S SHALL- E3E L3Y I-HAN7 WITHOUT THE
APPLICATION OP HEAT TO THE 5115L,
SOIL NOTE:
PASEP ON A VISUAL INSPECTION OP THE SITE,
SOIL CONDITIONS, POCK AND SAND AR5 ADEQUA1
POR THE DESIGN SEARING CAPACITY OF 2000 PSI.
HOWEVER, lP PUKING EXCAVAT1ON, CONt2I110N5
OTHER THAN Af30VIE AKE E NCOUNTE RE 12, THE
ENGINEER STALL 13.5 NOTIFIEF,
NOTE:
DASED ON INFORPVtAT1ON P120VIt2EF THIS
OFFICE THE EXISTING SERVICE 15 /.PEQL!ATE F OR
THE PROPOSER AC2PITIONAL Poo_ EQUIPMENT
LOA17,
CONC SLAT I7 - TAIL
4 RISE RS AT
IO / 2 "EACH
I x* 5 CONT,
NO SCALE
NOTE PONR WIRE TO L3E SECURED
TO S11 EL WITH APPOVE F CLAMP,
TO L3E ENCASER IN PECK 5LA33
OR CO' I !CRETE PDX PROV1t2ING
OP COVER AROUND CLAMP
L30Nt2 WIRE TO
POOL 5TEEL
I/ 2" NON METAL IC CONDUIT
TO JUNCTION/ 130X
2 4 * 3 PARS
ACROSS NICHE
U N I7� WAT I?_ L-161-11
12 TAI L
SWIMMING POOL
POOL WALL- STEEL-
NO SCAL
P001, PAM:
HYt7 O51A11C UPL1F1'
UY
NOTE: IP THE POOL IN PLO0t2 Ct21MPIA l5 LE55 THAN
6,7 PEEL THEN TI-C FLOOR SL/0 51-1 L TAPER PPOM
6" AT THE SHALLOW EN12 TO THAT tNt2ICAIW A1,30
AS 5LAI3 THICKNESS ?Ec2Li Et2,
i
POOL P1LTEP WIM 125
SQ,PT, Q 5UWAa Al21:A
CAR112112GE
NOM BALL VALVE5
MAY f3E 5L1135TITU11; b
FOR MLLIIPORT VALV;5
ISOMT1IC
PLUML31NG NOTES:
PEC1PCULATION PUMP
I 1 / 2 HP, 95 GPM At 75' 112H
S6LP PRIMING
I. ALL POOL EQUIPMENT- PIPING SHALL- PE SCHEDULE 40,
PVC -PW, NON- 11- 112EADEF, NSF APPROV SUPPORTER CONTiNUOSLY
ON GROUNR OR ON MAXIMUM 4' -0" CENTERS WITH CLEVIS HANGERS.
2, ALL SUCTION PIPING SHALL 3E 2" RIAMETE12 ANR ALL
PRESSURE PIPING 1 I/ 2" FIAMETER UNLESS OTHERWI_E NOHER,
3, POOL WATER DISPOSAL SI -TALL 135 [N ACCORDANCE WITH LOCAL
L3UILDING DEPARTMENT REQUIREMENTS,
4, ANTI VORTEX MAINDRAINS S{-HALL HAVE ITS PLATE SECURELY PASIENEF
WITH TAMPERPROOF SCREWS,
5, POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH 11-lE FLORIDA PULPING CODE,
6, ALL PIPING SHALL PE INSTALLER IN ACCORDANCE WITH 1i-1E
FLORIDA L3UILRING CODE- PL UML3LNG SECTION 309 A5 IT PERTAINS
TO L30UY ANCY,
7, THE WA11R VELOCITY THOUGH ALL SUCTION PIPING SHALL L3E LESS
THAN 8 FEET PER SECONR
8. me WATER VELOCITY 1HROUGiHT ALL PRESSURE PIPING 5f-tALL 135 LE55
THAN l0 FEET PER SECONR,
9, ALL PIPING SHALL L3E SUITA3LE POR EXPOSURE TO ULTRA VIOLET
12'AY21AT1ON AND NORMAL OPERATING TEMPERATURES.
4P
MO
1l 2..
,(V � N
t ��I
l 11 r
I I / 2" HYTNOS1ATIC TEL LEP
TIVe , ONLY ONE QUUKEV
MANI91?AIN 1��1"AIL
NO SCALE
Al2JUSTAL3LE LIP
SKI T-7 TAIL
NO SCALE
0
SHEET:
2 of 2
I -I/2"
VENT
NOT CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRJORTO
EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN
THE MINIMUN REQUIREMENTS. EITHER BY OWNER OR
BUILDING OFFICIAL. THE ENGINEER SHALL BE NOTIFIED.
N
POOL —
EQUIPMENT
4'
2' -G" 2'
INLET
300 W
12 V
/LGT
\i I
MAIN DRAIN
5' -G" DEEP
IN
ET
SKIMMER
I DECK CONCRETE 1
EXISTING RESIDENCE
VACUUM
•
2 1'
25'
POOL PLAN
SCALE: I /4 "= I' -O"
INLET
WEATHERPROOF GFI
'4 RECEPTACLE LOCATED I 0 -2.0
FEET FROM POOL WATER ELGE
OPEN TERRACE
2' 2' -G"
f tN
LeGA.: LOT 9, BLOCK 54, OF "MIAMI 511ORE5 SECT NO, 2' ACCORDING ALARMS TO DE PROVIDED ON ALL
TO TrIE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, WINDOWS AND DOORS WHITH DIRECT
PAGE 37, OF THE PUBLIC RECORDS, Of DADE COUNTY, FLORDA. ACCESS TO THE POOL DECK OR CHILD
PROV'DE 2'- 5'DOOR MIN, SAFETY FENCE AROUND POOL
W'TH SELF CLOSER NOT 5EE POOL SAFETY DEVICE5(571EET 2}
AND LOCK DEVICE, Q 54' EXISTING S' ALLek 7
50,00 €5 WOOD FENCE
EQUIP
PROPOSED TWO - STORY RESIDENCE
ELEC. PAN
DRIVEWAY
5 951
%\
DADY FENCE PERIMETER: 95'
HIGHT: 4' MIN,
NOT ONE POST 5ET PERMANENTLY
BABY FENCE BY OTHERS
ELEC. M
PROVIDE 4.5"DOOR MIN.
WITH SELF CLOSER
AND LOCK DEVICE. Q 54'
1
;
n I
6 I
50,01,
Northeast 96th Street
SITE PLAN
SACALE 3/3 2 "= I ' -O"
Plies a "C
REV.
%I
DATE:04 /20 /05
SHEET:
1 of 2
S sno 1N1100 ()NV 31VIS
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ale
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B EAR. NC; (.;F 3CFEDUiE
APPROVED TRUSS ANCHOR BI:r BUILDER
SQUARE CUT CVERHAr.4G
I HEEL HEIGH r 2X4 STD
BO r rcm 2x MIN
TCP 2k4 MIN,
MUSS END
JOHN A. ILTER,
REGISTERED STRUCTURAL ENGINEER
STATE OF FLORIDA #36205
3320 odnOOCK ROAD, WESTON, FL 33331
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PREPARED BY
J. H. MANUCY, INC.
LAND SURVEYOR
FOR
c'. ,fr7 /(//e.G
r f�S 1
t i'� Ji Af t ✓ Y 3 f
1.1f.
I I Il :flip BY (Lull FY that the Plan shown hereon
represents ,► Bey made under my direction and
is Isrue ant 'ct. to the best of my knowledge
and belief.
cy Heq. Land Sint eyor No. 1128
Barney A. Herrick Hey. Luna! Surrey or No. 1993
State of Florida
LEGAL OESCRIPTIONe
, /c5( . cress ..�'.
4694 Palm Avenue
Hialeah, Florida 33012
PHONE: 821 -1281 821-1220
DATE:,,,-,,2 , /97S
SCALE: /' - 2,„•
ORDER NO. /7,44.5
Lot 9, Block 54. of "MIAMI SHORES, SECTION NO. TWO "
as recorded in Plat Book 10 a , according to the Plat thereof
t page 37 of the Public Records of Dade County, Floridan
Pit 146116N
SOOTY
rR01 SVIVtYOks
rou I
*SS
. l !WW{kEfY,CEI1TIt,Y the Plan shown hereon
fgzx' ie.nls a ' ey. made under .my direction and
'isi• f -uw'ti° ' t; o the best of my knowledge
a',c;t bclief; .
ey Req. Land Surveyor No. 1128
3arney A: Herrick Red /. Land Surveyor No. 199.3
Sate of Florida
LEGAL DESCRIPTION;.
Lot 6 Block 54 of "titAMI SNORES, SE CTION . TWO," according, to.
the Plat thereof, as recorded. in Plat: Book 10 at page 37 of the Public
Records of Dade County, Florida.
4694 Palm Avenue k .
>iateah, ° Florida 330t2�� >.:
PHONE 821 - 1281 .821 -1220
DATE : ,G1,#CY /2 /97
SCALE :
F'.B. id- 3';* " =- 4t/
ORDER NO. /7'