HomeMy WebLinkAboutApproved Plans and SurveyPOOLS BY GREG, INC. WANTS YOU TO KNOW: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION, NO
CHILD SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE ONLY WAY TO PREVENT AN
ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD
GET NEAR ANY BODY OF WATER. UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN SUPERVISION EVEN
FOR A SMA TIME, NEVERTHELESS, PARENTS SHOULD BE AWARE THAT ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR
CHILDREN LINDER 5 YEARS OF AGE. POOLS BY GREG CANNOT BE HELD RE PONSIBLE FOfi ANY LOSS DAMAGE DEATH QB
INJURY DUE fo MALFUNCTION 07A FAILURE OF A BARRIER OR ALARM WHEN USED BYTHE CUSTOMER, FOR ANY REASON BEYOND
ITS CONTROL UNDER ANY CIRCUMSTANCES. FOR ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY
OR INDIREC M. i��7LuY g'11ARI�CI.
WHATSOEV R TO THE DIFFERENCE OF THESE PRODUCTS.
r
CA�,aa[A
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PLAN DAfiA:
POOL E/^
S.F. _&�/�
L.F. 2-
PATIO S.F.
SPA _2,2_ S.F.?3_ LF.
COMMENTS __-.-_.-
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File Copy
POOL _S_PECIFICATIONS
MAX WIDTH— MAX LENGTH 3 2I r ''
MIN. DEPTH �. ��MAKOEPTH f'! .-
SHAPE'���f_T'_____�o��+-� ELEVATION__
DIRT FROM EXCAVATION 'HAUL 2.9
}'LEAVE !a/�- LEAVE !& SPREAD
LEAVE-MOVE-THEN
SPREAD / IIA
EXTRA FILL COM.Ff PACE 1'�lr'C-
JOBENTRANCE.
TILE _ _1L-_ INT FINISH ^./�a�Q�
STEP TILE
i
Sao 0
FILTER �•� ���' PUMP
—
MOTOR M.P. � c
2. o - sP.4 TIME CLOCK ! 1 Y- _
J BOX /.
-_
LIGHT �6e- �'fa TRANSFORMER ._AL<=-
/_
MAIN DRAIN - s•°n' SKIMMER
INLETS E- -sEk" THERAPY
WAZ€/l_-�✓FI-L_�
airy) F r I
WIM O.OR LADDEfl
HANDRAIL�� _
_..-
DIVE BD '9 SLIDE ZLe
,....___.
HEATER `'/� TANK �% %'�'= •_�` ._-
AltCu>f.�€-�i5
(
f" �A
VAC. HEAD vAc HOSE
- I
VAC. POLE BRUSH�'-�"--
lE'r
LEAF SKIMMER TEST KIT
`v
CHLORINATOR 14`-O FILL LINE
�
OVERFLOW LINE __-.�_ POOL CLEANER/STUB-
�'
TREE REMOVAL 9�f� STUMP REMOVAL
WATER & ELECTRIC SUPPLY Alm<'% ��.f-. r'."• _�
BACK WASH LINE
SCREEN ENCLOSURE`��<'`�"`!•--
ENCLOSURE
li
I
ELECTRICAL HOOKUP
II
J� PATIO '6�--- COL(JR /3-2(i-_. f} �
EXISTING PATIO?21/ nL' l-TERMITE �^ £ 1
�i LCr LDG !
PLANTERS 1,114- -
OVERPOUR
f".iGG._
DECK•O-DRAIN
APPROX GALLONS 7 ? P
PUMP G.P.M.
MIN,
APPROX. TURNOVER TIME -HR. _--MIN,
R
CUT& CAP SPRINKLERS --------''--
�.�
SAFETY FENCE
`
SOLAR BY
eo�'1,.6 6% P /--
,�,P
%
YES NO
BRICK
-
6X6 _
SHEET TILE
THESE PLANS AND AI•L PROPOSED l k' A 111)4 - Coo *4
ARE SUBJECT TO ANY CORRECTt I' . ST. LTTCTv R( r l_�r nI1TSMo_" MOSAICS ✓'"
�EQUIRED BY FIELD INSPEGTOHS T). t r RvvTF« k `l Fo_ p 'o'v'e LANCE
xrVlvrl� e 31 JMI, OljL"l
'Y BE jJECESSARY iN r�RDE' TO DATE/I/
G '04' , s PLANS AND PER -NUT NTL i BE KEPI' C' JO'� � 2
�{QMPLY _WITH ('"all.l:'I PPI�ICABL� �> 0r NO ricer I ! 0
NN�," . r-.- y. OWNERS HEREBY ASSUME AND AGREE TO THE PROVISIONS
OF THE CONTRACT FOR POOL CONSTRUCTION AND APPROVE
THESE PLANS WHICH ARE MADE A PART OF THAT CONFRACT:
HOMEOWNER'S ASSOCMATTON REQUIREMENTS AND
RULES ,FOR POOLS APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
R INSTRUCT BABY-SITTERS ABOUT POTENTIAL P L HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES: /
CHILDREN AND ABOUT THE USE OF PROTECTI E DEVICES SUCH AS DOOR
ALARMS AND LATCHES. EMPHASIZE THE NEED O I CONSTANT SUPERVISION.
A DURING SOCIAL GATHERINGS AT OR NEAR A P OL APPOINT A
"DESIGNATED WATCHER" TO PROTECT YOUNG CHILDREN FROM POOL
ACCIDENTS. ADULTS MAY TAKE TURNS BEING HE WATCHER OTHERWISE, i ?,Qg'y L
ADULTS MAY BECOME PREOCCUPIED AND ASS ME SOMEONE ELSE IS MAR 1 7 20
WATCHING THE CHILDREN. Vdo ' L. l-UCI` o - 3�rSJs '
• IF A CHILD IS MISSING, CHECK THE POOL FIRS SECONDS COUNT IN Fix f 77 - `9-30
PREVENTING DEATH OR DISABILITY. GO TO TH EDGE OF THE POOL AND
SCAN THE ENTIRE POOL BOTTOM AND SURFA E. AS WELL AS THE POOL AREA.
■ DO NOT ALLOW AYOUNG CHILD IN THE POOL THOUT AN ADULT.
• DO NOT CONSIDER YOUNG CHILDREN TO 8E D OWN -PROOF BECAUSE THEY POOLS
HAVE HAD SWIMMING LESSONS OR ARE WEARI G A LIFE JACKET.
■ LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER
CARETAKERS, SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO
KNOW CPR.
■ KEeP RESCUE EQUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE by
WITH EMERGENCY NUMBERS POSTED NEARBY. �#
' REME TOYS FROM IN AND CANATTTRACT YOUNG CHILDREN 0TO THE POOL UND THE POOL WHEN IT IS NOT IN USE. TOYS -. ^ i �!1 E �/1S INC
■ NEVER PROP OPEN THE GATE TA POOL _
■ NO RUNNING, PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA, NO
CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
SUGGESTION FOR THE PREVENTION OF CHOKING).
■ DON'T LET LONG HAIR GET NEAR A POOL OUTLET THE SUCTION CAN CAUSE
HAIR OR BODY ENTRAPMENT AND DROWNING.
■ HAVEA FIRST AID KIT AT POOL SIDE ------ SWIMMING POOL FOR:
■ NEVER SWIM ALONE-
■ NO JUMPING OR DIVING IN THE SHALLOW :6REA OF THE POOL
■ DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY
■ WHEN DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY d 6
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES ""'(• Jul" 1;'rel
CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVE -GROUND POOL ,
III AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. CPC 1458338
File Copy
<e
a
—Pool
construction complies
with FBC 2014, ANSI-7, ANSI-15
—Water
Velocity —Max 8ft/sec
as per FBC 2014—R4501
—Pool Barrier to comply
—Skimmers comply with
— Equipment Foundation
with
FBC
3'x7'
FBC 2014—R4501
2014—R4501.21.1
conc. slab min 3.5" thick pour
_U),10
Wo +tr,..
I., ,.,:1 L, 170r` OMA DA r;nl
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
i" VENT
5" POOL
.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4' THICK WALLS W/J3 REBAR 012' O.C. EACH WAY
Y TO 6' — 6' THICK WALLS W/;#3 REBAR e12' O.C. EACH WAY
0' TO 3' — 8- THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 20 CAIMLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
3
axe
O�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
F� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACDOIN TEST OF THE BACKRLLED MATERIAL ARE PROVDED
PRIOR TO THE POURING OF THE PATIO
10" MIN
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNNE 3000 P.S.I.
RM, REMOVE GRATE & Y' PER Fr_ MIN SLOPE—'
WELL POINT PLUG FROM MAN
DRAIN & ARACH AUX. PUMP m'FRPOUR OR CAP PlE
UNE WHEN EMmING POOL MIME APPUCABIfti • . , ti..; :.
8"x6° TILE TE SHALL a^ sLne (2) #3 REBAR OR
BEGSEPLAE IN INFERIOR t - 2500 FIBER MIX (1) #5 REBAR POOL PLACE TOOLS
FINISH 41()" TYP. WALL-3,000 PSI GUNITE
itir
THAT roots
ARE REQUIRED ,
FOR REMOVAL` ,OTEEL—TEX FORM
OR KRAFi WALL rby
6" TYP. FLOOR 't�l 8 • •
TRENCH DRAIN 3,0DO PSI #3 0 12" O.C.B.W.
GUNITE NOTE FOR DEPTHS
TREADEDir` GREATER THAN 6' ADD /r�� )
PLUG (1)3 COVE BAR ®6" O.C. �� Q 01 /'�rM/7�
GRAVEL BE TO PUMP U
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE)
OVERPOUR OR CAP TILE
WHERE APPLICABLE 6"x6" TILE
6'x8" TILE
SPA BENCH 18" /
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
TO JET
4" SLAB
2500 FIBER MIX U OF
s,':.+',.. y:,: 4$' TYP. WALL-3,000 PSI GUNITE -
FLOOR ":,•+: STEEL—TEX FORM
''�"'• OR KRAFT WALL
TO PUMP
SPA WALL SECTION
(ND SCALE)
PUMP
TO AIR "� •}
VENT
WATER LEVEL
UNDERWATER
LIGHT
POOL FINISH
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
DRAIN
V"
SPA DETAIL
(NO SCALE)
POOL PATIO
) FILTER
PUMP
TO AIR
VENT
12 VAC FROM 1
POWER SUPPLY'
1' PVC
CONDUIT
PENTAIR GLOBRITE-SHALLOW WATER SCHEDULE 40 PVC SLEEVE
AMP 30 7002 , NO BONDING
FUSION —FUSION POOL PRODUCTS— OR GROUND
REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
CHLORINATOR
HEATER FILTER
PUMP W/ HAIR &
UNT STRAINER PUMP W/ FAIR &
T— LINT STRAINER
HEATER
BY—PASS
p00 �n31_
cL0`
GF`AWNEL Dot,
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL a m Fr CMP 25506-32X VGB
PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN
COMPUENT W/107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112198
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUNP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer parts plugged and the center port open is 200 GPM (floor) and 16B GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
DECK
1
I ROW OF WATERLINE TILE
WATERLINE
MAX 5'—B
=_ 13 STEEL a
6' THICK
FLOOR SLOPES �„�--
FlfN n�F %N e6
REASONABLY UNIFORM ANO
COMPLY alnl ARTICLES 5.6.1
THRLI 5.63
THE SLOKOF THE TOR FROu
THE SHUFw END WADI
T AMAROS THE pup ,AREA dui
NTT EXCEED I FOOT IN 7 FOOT
U5 Y
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
SHALL
ROE
GREATER
THAN 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: ___ft_-=x 7.48(gal/Ft) = __=_=_gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ XXX _ gal / _ XXX = _XXX _+_ XXX — Xxx _
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_15 inch to keep velocity 0 8 fps max. at_ 117_gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate,
Main Drain Cover(__ SEE.ABOVE__) System Flow Rate must not exceed. approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS3050 N.P. 3
Taal H.P=H.Px eavMehaa. t H.p. or mom muetter 2 sp red avadablespeed
Filter Make PENTAIR C&C Ske 150
Filler min. area Lased a1(Im tur ewe rflow rem pad geL 13M min. = Flow Role
Divide G.P.M. byCealdge=.375orSend = 15orD.E=2
T1meController make ON PUMP Model ------
rommis mud operaa a minimum a two speeds.
The higher speed override a not to exceed one normal cythear24 to whichrwx M lass
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
L5'
37 gpm 0.08'
50 gpm 0,14'
2'
62 gpm 0.06'
82 com 0.10'
2.5'
617 gpm 0,09
3'
136 gpm 0,04'
18 gp , 7'
4'
234 gpm 0,03'
313 gpm 0,05'
6'
534 gpm 0.02'
712 gpm 0.03'
Determine Pipe Sizes: SPA JETS ONLY
Trunk Piping to be_ 2.5 _inch to keep velocity 0 8 fps max. at_ 17_gpm Maximum System Flow Rate.
Return Piping to be_ 2_5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover(_ SEE ABOVE___) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR SUPERFLO H.P. 2
Total H.P =H.1exeavlce facirm.1 H.p. a mare mustbe 2 speed avarle6M speed
Filter Make N/A Size - - -
Fitter min. sees Lased an 8hr. 6anoW)rflow was pool geL /380min. - Flow Rate
Divide G.P.M. by Cartridge = .375orSend =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum of two speeds.
The higher speed override, is not to exceed and name) cycle a 24 he whichever is less
Pipe Size
6 fps
8fps
1'
16 gpm 0,14'
21 gpm 0.23'
1.5'
37 gpm 0,08'
50 gpm 0,14'
2'
62 gpm 0.06'
82 QDM 0.10'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm ,07'
4'
234 gpm 0,03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0,03'
DESIGNED FOR:
POOLS BY GREG
CINTRON RESIDENCE
20008 SOUTHERN STAR DR.
FP PIERCE, FL
ENGD(M:HARVEYE.ROEHNEN
PROFESSIONAL ENGINEER PE-32831
72D5 ELYSE CIRCLE
PORT ST LUCIE, FL 34952
%%ll (772)489.3035fox
3/17/17
ABBREWATIONS
AC,
ACRE
RN
BENC;4hORK
t C
CALCULATED
CE
COVERED ENTRY
CL
CENTERLINE
SUP
CORRUGATED METAL PIPE
CS
CONCRETE SLAB
DEL TA ANGLE
UE
DRAINAGE EASEA.AENT
D&IBC
DRAINACE & UTILITY E'ASELIE•NT
Ep
EDGE OF FAVE44ENT
ELEVATION
�•l+
r C
r F` VC LOPNER
FF E
r ,N!Shi FLOOR ELEVA TON
r ,110
FOUND
PC'rdfE`
HOC WIRE FENCE
j INV
INVERT
j R&C
IRON R?; D s� CAP
IRON ROD
LENGTH
LB
L10E;NS0 BUSINESS
LINEAR FOOT
(u)
MEASURED
NA VO
NORTH AMERI CAN VER77CAL DATUM
AtGVD
NATIONAL GEODETIC vERTICAL DATI jA4
P,CX,
AIORTM ST. LUCIE RIVER C't N7i OL 0/57-R/C'*
Pfl
PROF`'ERTY LINE"
P;
PLAT
PrIp
PERMANENT CONTROL POINT
P:R-iv
PERtaANENT REFERENCE fl4ONC?U0%1T
R
RADIUS
/W
AY
�+!
SF
�R^IGHT }^CFIE
7-
SEPTIC TANK
TOUR
TOP OF BANK
TP
TRAVERSE POdNT
TRANS
TrR>ANSFCF, ICIER PAO
O'E
il77f.177Y`` EASEUE,NT
FOUND PCP L8 494-2
FG-OND 518F' ROO AND CAP LB 4942
UNLESS OTHERWISE NOTED
x�
-
4 HEFN STAR STABLES SUBflt4t„,ON:
Pt A:T THEREOF, AS
_
-,_A, 600-K 53, PAGES 24 AND
u
CORDS ru'F ST, L' iE COUNTY.
-i tv1',lnr'�.,
e td�11 t SOUTHERN STAR DRIVE
FORT PIERCE, FILORIDr
NOTES:
SUeJFCT TO ANY APPLICABLE EASEMENTSi
PICHTS—OF—'WAY, OR OTHER RESTRICTIONS CF
RECORO,
SEARCH OF THE PUBLIC RECORDS HAS NOT
==Ei# MADE BY THIS OFFICE,
e: EVA ON5 ARE IN FEET AND RELATED TO ST,
LUCIE COUNTY BEINCHi�IARC SN-A -i'=.. E.k EVAIiON
6.7828 Mc RS OR 22.253 FEET" (NAVD BS,).
2EAR1NGS SHOWN ARE RELATED TO THE NORTH
LINT' OF LOT �, AS SHOWN HEREON,
P"OPIERTY LES IN F.I..R.M. ZONE "X" AS
SHOWN ON MAP NUMBER 12-11 tCoj5oj DATED
2/16/12, FLOOD ZONES ARE APPROXIMATE AS
SCALED FROM FLOOD INSURAtNC` RATE MAPS,
n,•
vDlTfCi"YS OR DELI=ttDP+#S TO 5:,1Rii'EY MA.P= C7Ft
REPORTS 5Y OTHER THAN THE SiGNIN ; PARTY,
iv PROHIBITED WITHODL'T WRI z' T EN CONSENT OF
mE S+GINNG PARTY,
THEME ARE NO AE30VE GROUND ENCROACHMENTS
UNLESS OTHERWISE SHOWN.
UTILITIES SHOWN HEREIN ARE VISIBLE ABOVE
GROUND FEATURES, ADDITIONAL. SUBSURFACE
UTILITIES AND OR FEATURES MAY EXIST,
HERE MAY BE ADDITIONAL RESTRICTIONS THAT
ARE NOT SHOWN ON THIS SURVEY, THAT MAY DE
FOUND IN THE PUBLIC RECORDS OF ST, LUCIE
COUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAAFER,
8CUNDARYY SURVEY FIELD DATE',, JUNE 02, 20141
FORMOCARD SURVEY FIELD DATE: MA,'RGH 20,
2015, UPDATE SURVEY FIELD BATE; .1ANUAgY In
2016, FORMBOARD SURVEY FIELQ C3A E,
SEPTEMeER 12, 2016,
CERTIFIED TO- NORBERTO R. CINTRON
AND MERCY CINTRC N: REGIONS BANK;
FIRST INTERNATIONAL_ TITLE.
(OWNED & MAINTAINED BY 'N S I P r n
i I,wTOS
�,.���
_ - - _ 65 -
w R g ti _ ab.
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BLEEDER EL.=20,97
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- THREE PLAN o � 4 1
jj{ 1
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in m
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