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By:
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20
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ORDER NO. 6793 DATE: December 10, 1980
F.B. 269C, P. 36 SCALE: As shown
r
ra1
L OCA T /ON M4
SKETCH OF SURVEY
SURVEY of Lots 18 and 19, Block 33, of AMENDED PLAT OF MIAMI SHORES,
SECTION NO. ONE, according to the Plat thereof recorded in Plat Book
10 at Page 70 of the Public Records of Dade County, Florida, being
situated in the Village of Miami Shores.
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above
described property is true and correct to the best of our knowledge
and belief as recently surveyed and platted under our direction.
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
V Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
.SKETCH OF' .5 UR Vim' Y.
MIAMI AWNING COMPANY
3905 N.W. 31 AVENUE
MIAMI, FLORIDA 33142
305/376 -2029 VAXL305 /576 -0514
t wi pcow
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MIAMI AWNING COMPANY
3905 N.V. 31 AVENUE
MIAMI, FLORIDA 33142
305/376 -2029 FAX'305 /576 -0514
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MIAMI AWNING COMPANY
3905 N.V. 31 AVENUE
MIAMI, FLORIDA 33142
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IS TO CERTIFY THAT
= RECOGNITION OF ITS HISTORIC SIGNIFICANCE
> ,
,
BY THE
NATIONAL PARK SERVICE, I OF THE INTERIOR
/
;-
HAS" ilEEN OFFICIALLY Ell IN
e ttonat 3?etglgter of gtorte
EFFECTIVE
WASHINGTON DC.
6 .
- ourtrentli Datj trf llovember, nineteen 11-11irtbre/) ani)
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NOTE:
iCCATCI OF CAlNSSO MI CO004AL
ALL RACIER 040190* S ARE fROI fib LO Vd l
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APPR(MO BY:
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PARAMOUNT POOL AND SPA SYSTEMS
IOCAI -843 --7607 IOU IWE 1400- 611 -5886 FAX: t80- 893 -7611 e
PCC -2000 LAYOUT
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FROM : CHARLES W YOCOM
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Jan. 17 2001 09:49AM P1
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• LAND SURVEYORS st•FZr
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.SC,4 £ . : / .240'
SKETCH OF SURVEY
SURVEY of Lots 18 and 19, Block 33, of AMENDED PLAT OF MIAMI SHORES,
SECTION NO. ONE, according to the Plat thereof recorded in Plat Book
10 at Page 70 of the Public Records of Dade County, Florida, being
situated in the Village of Miami Shores.
ORDER NO. 6795 DATE: December 10, 1980
F.B. 269C, P. 36 SCALE: As shown
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above
described property is true and correct to the best of our knowledge
and belief as recently surveyed and platted under our direction.
A. R. TOUSSAINT i ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
(70
I 10
„
4 IL
erg)
By:
.6 I/41 /11,4 II" . ?oiz/ u 25 J . 1
I W
E . / k37*. • S T.
Q ,
a —__..
/f
K
Z/
CZ
2 !
99 - .ST.
hl
Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
SKETCH OF" 5 UR VEY.
aP�LL /.taC�
of j
'41 N a t.
&- . 9 h ST
r
c�r' L /.crE
b• �s
G
1
1111
3
1
r
-3
5
� p � 1 1.1 �
Y „ 1'l °17 '15'1 1' , I'=)
LOCAT /O/v M.4I .
.SC,4 £ . : / .240'
SKETCH OF SURVEY
SURVEY of Lots 18 and 19, Block 33, of AMENDED PLAT OF MIAMI SHORES,
SECTION NO. ONE, according to the Plat thereof recorded in Plat Book
10 at Page 70 of the Public Records of Dade County, Florida, being
situated in the Village of Miami Shores.
ORDER NO. 6795 DATE: December 10, 1980
F.B. 269C, P. 36 SCALE: As shown
WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above
described property is true and correct to the best of our knowledge
and belief as recently surveyed and platted under our direction.
A. R. TOUSSAINT i ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
(70
I 10
„
4 IL
erg)
By:
.6 I/41 /11,4 II" . ?oiz/ u 25 J . 1
I W
E . / k37*. • S T.
Q ,
a —__..
/f
K
Z/
CZ
2 !
99 - .ST.
hl
Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
SKETCH OF" 5 UR VEY.
aP�LL /.taC�
of j
'41 N a t.
&- . 9 h ST
r
c�r' L /.crE
i_
PLUMBING
GENERAL
AL
f . krt 110,,e
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tvtortv - tlt rti -Nu.,. ltl 'I.L4 erat4()
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WEST ELEVATION
4 Lfiw
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t f r f 1 BIM tLITI L i t t C r y n z 1 L E
_.44 _ • — __. _.,0 ,._....
16 r54e+ Z}i4_0,1!..1, tr. -
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sra t .- t 4 t t l A'.ti� t tt r
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it.:u .. ; k\%3 •.x:54 . i'.-r .: ►) .tit
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. '
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of ' l v91;v aNfv (i•r s
FOUNDATION PL
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SOUTH.. ELEVATION
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EAST ELEVATION
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PLOT PLAN
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/ ',WALE
h ' e j `� t <<, "- ti
Juu NO_
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Wet •
OF
t3 Hear
31 /EE rE3
$110 4 P 2-1 X3rA
r t 14,414 GALL
3' -6• TO 3' -6"
g'■
DAY
C
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co
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COOL. 5)A3-4 a c UIPMENT
PRRIPIETE5S 81 !A 430 SF
1 2 HP
FILTEFtt 48 80 CE <WY RETt.RNO: 3
tILE* V " STANOARL> L!C4TI (1) 3 00W
`COPING, 13R1CK SWd'(OUT:
CLXAMItyG LINE: IN-FLOOR
CHLORINATOR/ POOL PILOT
TYPE Oi= PATIO, PAVERS
EXIT RAIL INGS: NONE
POOL FINISFF, RIVER ROCK
FLEATER: 1-4113 I-4 .4T WAVE
COO: NONE
5r.,REENs NONE
TUF NOE R Y2 NOURB ( MA)ci11.1t1 ) 2.41 hR8
1118O,(2) 511/METB I/ (2) 1 V2 HP PUMPS, FCC 2000 BILE
6l1CT1ON SYSTEM, PAVER CECK 0Y OT1 -+ERS.
(2) !8' x84° 15ENCNES.
RESED
r
StEPS
4' CONCRETE BLOCK WALL
EXISTING PATIO
24'
WPGF.C.1.
2
2 - SICE —
TIONS.
5' -3"
(2) 5J.1.11MJET5
(2) 1 1/2 .4P PUMPS
1 t
FCC -2000
FLOOR CLEANC
SYSTEM.
21'
ME
!0' -6"
3
2
•
1
34'
40'
30' LONG
LINE TO iN- FLOOR CLEANIG SYSTEM.
1
— la" x 84" 8 Nc...l4
w/ TMLEI, ECGE.
(T7 P) 2.
3'- 6 "(TYP
R4 6"
_
J
4'
NOTE:
LANCSCAPE
$3CREEN PER
COLE
NOTE:
3E E PG. 3
FOR PIPE
SIZES.
"s= N fQ4, ,ezNt 1...... r C'"", .7 - ��-
i E Q comp, , w POOL. . 2 To cal E6 v ALLY ?0.
►Er � ch`t� 4 MI 28 DAY 1v�
9 C E '30
ALL RENO; 9TiEE;EL TO CONFORM TO A 8.t11. 613 c F A!
ALL POOL. PIPING TO B» 8C1 -+Eft 40 PVC HEARING NeP APPROVAL
NO POOL CQ NOT ? riots; L ESEAR ON ANY TYPE SOILS
EC'E CL �' + 6 104 e4 ea COMPACTED
TO PW(,_1 ?Fl 4 a 4y �3 141 t (0 ING CAPACITY cc" 20 p . Y
Q 1 IC&.11Ar .B,,t4 Q OTHER TYPES OP DELITER MATERIAL
ENCCOL.•4TERE6 ON EXCAVATION 8PALL ESE P ID ( CE 1 JC ED)
1 n4EIFt igNfi tY A) 13 A BNALL 1 F3ACKFiLLEQ
WITH AGC E* BAIL$ AN D COMPACTED N t2N TWO, LAYERS.
w - 114 CANT TOR CAN NOT REMOVE TIE Q i1C6, !?UEE
r , tLTE� d tt-+EE PQOt. BNALL REPES1GNEEO
" 'FOR PIE.
3 IN ALL CABS: B, tHE CONTRACTOR SHALL, TAKE ALL
PRECAI.4T1CN6 TO pRoracr t X! TINN BTRI.SCILREB FROM
PAILLRB BY SIEETENC`s AND /OR SHORING OR OTHER METHOD
A8 REQUIRED. THE VEB!GN !ENGINEER ACCEPTS NO RESP0N-
6 ILITY FOR THEE $ AFTEY Oil EXIBTiNG BTRJG11IREB.
O. THE DEOIGN ENGINEER ASSWEa NO RESPONOIBL.tTY FOR FOOL
CON TR ICTION IN aAetiaNref OR REQUIRED $ETE ACK AREAS.
PLOT PLAN$ NOT AEQED FRVH`i LEc 4I SURi YB OP- T1-E
exioriwi LOTt AND OIDENCE ARE SO INDICATED. POOL CONTR
WALL veRIRY ALL IMKNetcN• N FIELD AND EBTABLISN
LOT LINtO II" NICE Ar . 4 CONTRACTOR ANO /OR OWNER
SRU1tON. LA TT' xEENN AND ALL DIMENSIONS PRIOR TO
+ CONTRACTOR BH044 WAX-1St-4 LOCATIONS OP UTILITIES AT
THEE SITE. MIN. CLEARANCE DIMEErt810N8 81 BE HELD AND
HAL
efit A8 REOuiRED BY f LOCAL REGULATORY AGENCY.
N GE RAL.,.I A DISTANCE OIL 10 FEET FROM Oi/ERJ - EAD
ELECTRIC LINER ro OPEN POOL WATER
O. POOL B ,LIpEB TO BE INSTALLED iN ACC- ORDANCE With
T1 fE LATE81' U.9 GOVEIr J' r SAFTEY STANDARGB.
9. MAXIMUM TEti'IPERATURE OP WATER SHALL NOT EXCEED
1( DEGFEES F
ecIL, 9 'AT' MINT
pull TO RATIONAL. MAJORS THE &OIL iN THE AREA G* TF{18
SITE HAS 2000 F * 9AFE BEARING CAPACITY AFTER
E (cAvAtION ANO CO11i M Tict{ SHCULD ANY 1-1.1CK, MARL,
Ct2 OTHER ORGANIC SOILS BE DIBCOYERED ON EXCAVATION.
° OEiCUip 1 nmoveD N THEIR ENTIRETY. THIS POOL
Rl GAIIREB 2000 PBP BEARING CAPACITY.
1- i1'pRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV. FOR AREA
TOP . c4 2 POOL ELV.
BOTTOM OP POOL ELV.
HYDRAULIC 1-+EAE
ALLOWANcEE 14YDRC8tATIc vAL` E.
Nar HYCRAULIc HEAD
USE MIN. 6T't41CK CONCRETE FLOOR SLAB
FLOOD ELEx /At!ON DATA ESTIMATED BETE
is or IN A FLOOD ZONE.
IMFQRtA kt. NOTE:
NO D 1vWC3 BOARD AND NO DIVING 18 ALLOWED ON ANY POOL
LESS fiNAN 8 DEEP AND SPECIFICALLY DESIGNED FOR
DIVING. TH18 POOL 18 NOT DESIGNED FOR DIVING.
II SLOPE
(TYR) MAX.
4Iw.w..r
20' -a
uUP 11.4NUAL STARTER SWITCH
TO SERVICE
30'
WATER LINE
- 1 :1 MAXIMUM SLOPE
-�.- -_ MAN
- DRAIN
s 6.9'
= 10'
a 4.5'
2 '
- 2 0' ✓
0 ✓
POOL PILOT
TC
M$!.
MBE.. 1
M8L V
6'
LONGITUDINAL POOL SECTION N.t.8, c1T,,P°MAx.
PANE
tidy • 4:I lfp' TO
20' FROM WATER N_
POT TOGGLE BWErC
! 2P - M QTORi12 AMP
1, IP- HEY 30g) U LIGHT 3: AMP
WIRED to SNARES IN PANEL
' AIN G T
EVX
-6---12v TRANS
4 _ 3- 12 iN 1/2 COND.
1' NOT - CoR NOT!:
CONI?
tt!ATr L l ` IN P A R E A GRCUND ALL. ELE:CTE;2ICAt.
LW, gm E 41.6 >< _ a EATc i- S, L t, 044,44,1 Cc* ot�P1
q4 Li t�•1
O/tCE MQTOF Ept : tUIRE W/ ASO'. BE O N-E. ,-
LOT31CA1., IIx
48° MIN.
JP
2 r4P
ici.fi^P
MOTOR
(2)
1 1/2NP
PUMP
HEAT
PUMP
A iN
E1N 4' FENCEUM KELP- LOCKING GATE8 RE Q.
4JJQUND ALL UNBR ENED POOL&
WHERE POOLS ABUT ARE PLACED NEAROY
BEA WA1 L 8 E?tE.4.KS B, BPECIet4. CARE
SHALL BE FLQYEE:,. THE 1.11ALL,8 SHALL ESE iN
GOOD CON ITION NOT PERMIT ANY SHIFTING
OR ;,� V OR LQOB iNG O, THE Sl PPOR-
TING $'LL IL. AWAY' DO NOT CONTA IN A I NT ,!I�THE
WALL LY OLVAI THE SOILS
BEHIND T - Es' 1, T1-1@Y SMALL. BE REPLACED OR
REPAIRED CONTINUAL MAINTENANCE: OP n-E
WAL16 16 REQUIRO oP THE PROPERTY OU,NER
WHEN EXCAVATING FOR 11-.E POOL, THE SEA -
WALL T!EBACKE3 SHALL NOT ea CUT. NOTIFY
TIE wiGWEER FOR INOTRUGTIONB, U.t4EN CONC.
DEADME N PALL WITHIN THE EXCAVATp t
12. tN C*NTRATOR BNALL BAcKFILL THE POOL SHELL
WI CAT:. UMEMG SHALL Not Dia-
TUBBED. 3 y c !LL &41A�LL BEE ACS IPLISNED WoTW
CLEAN 8E?J < 4c FREE CO ANY ORGANIC MATERIALS
AND SHALL ea PLACED N 12' THICK LAYERS.
EACH LAY BEFALL BE COMPACTE=D TO 9i% OF THE 801L8 AX' DENSITY BY TAMPING SOLIDLY.
801L8 BELOW TI-1E PATIO SHALL BE PLACED IN
A SIMILAR MANNER
13. PAT108 AEAE INDICATED BY OTi�ERB, THE
PAT' DESIGN NQtE:B SHOWN ON THE TYPICAL
WALL BE C ION co NOT AF'Pt.Y. PATIO DESIGN
81-4ALL ESE E3Y OTIERB.
t4. �W TO EMPTY POOL- RU CC CT1oN,
STATIC ' IFT W-I E 7 H THE
MUST IMINATEED T PREVEN THEE POOL. FROM
FLOAT¢ UPWARD. THE OUAtER MUST CONSULT A
POOL CONTRACTOR OR POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UFFLIFT PRESSURES
TNI• PLAN Rl i THE PROPERTY OF T1.E DES -
KIN ENGINEER it 18 NOt TRANSFERABLE FROM G'4
CONTRACTOR TO ANOTHER Witt -4OUt TiE WRITTEN
PERMISSION CP TIE 10E81GN ENGINEER
*9.
2- CONT.
COPING
TILE
WATER LINE
t0 6
MiN VERTICAL
2' -3' SHALLOW END
3' -0' DEEP END
APPROVED
FINISH
a' MIN.
TYPICAL WALL SECTION
(FOR DEPTHS TO 6' -0
NYDROSTAtfC
VALVE i 1/2
WELL POINT
THREADED PVC
PIPE
NOTE: PAVERS BY OtIERB
1•.
INTE=RLOCKING BR1GK
PATIO SET N BAND
ON COMPACTED FELL
I 6' TOP 1 6' BOTTOM
W/ *3 AT O.G.
EACH WAY. -10�
BTEELTEX FORM,
- KRAFTBOAR.D OR EQUty.
10"
AP1 / ' O.C.
E.W. BOTT. cENTER>rD
SLOPE
lI1111mILIE
2" CO`/ER CCENTER)
ANT1- VORTEX
GRATE TO BE FABTENEC
WITH SCREWIB
REMOVES GRATE AND WELL PONT
VALVE FROM MAIN DRAIN, AND
ATTACH AUXILLIARY PUMP LINE
WHEN EMPTYING.
WELL POINT DETAIL N.T.B.
3/4 ROCK BED
( MN. 3 YDS.
ROCK TO STABILIZE
SOIL)
'3 is 12 "O.0
a,4 WAY
($EEE TYPICAL WALL SECTION)
DETAIL OF STEPS rim
1. 2 "74 . R SE - 14E' T : B . IJN IF'Ow
2, *2' FROM LtiJ Q 1 HEIGHT
3. 240 60. IN. MN AREA CO FIRST BtEP
- 2
4' -0 MIN.
3 /e PVC CC* Q.
1 0 COPPER
ULM MK X11 ON POOL
PREFAB. ua- r
LIGHT NICHE DETAIL
ENGINEERS NOTE:
!ENGINEER STRONGLY RFCOME-'E NDa CONTRACTOR BUIL
FROM PLANS AS APPROVED BY n-a LOCAL BUILDING
DEPARTMENT. i iS Not RJ+SPON81E3E-E FOR CONSTRICTION
ERRORS RESULTING FROM FAILURE TO COMPLY W4TI -1 114
RECOMMENDATION.
TIE LOCATION POINT% DIMENSION% AND CONSTRUCTION 1TEM8 FTAVE
BEEN DISCUSSED WITH ME AND 1 AE PROve OP THE=M A8 INDICATED
ON THE ENGINEERED PLANE. EVERYTHING DESC:U86ED BY 11 CONTRACTOR
AND THE POOL OWNER 16 61401N ON THE PLAN$, AND THERE ARE NO
vERHAL AGGREEMENte, IT 16 UNDERSTOOD 11VAt ANY CONoItIONB OR
CHANGE=S WILL NECESSITATE AN EXTRA CHARGE.
PY?OL OtLt ER DATE:
NOTE: PRIOR TO ELEcTRICAL, ROUGH ELECTRICAL
CONTRACTOR SHALL. SJ0Mit A RE;vIOION TO
THESES DRAWINGS e4-4�) NG EXIBTiNQI SERVICE
WITH ADDITIONAL LOAD CALCUL-ATIoN8 AND
EXPE CTE0 A8- E3l11L.t C0t.11^IGURATIQNB 1F
DIFFERENT FROM n CP.AlUINB.
ELEVATION OP PECK iN RELATION TO 1- {QU3fr: EOTAeLISH N FIELD.
I*3AI2 NOTE;
dt111,00R. 'W!Mt•1iNG S AND 8PA8, SHALL BEE PRov1pgo
Ultt4 A PERPt4J4ENT F3 +ER tNAffi SHALL BE INSTALLED,
1N&PEcTED 1 APPROVED PR1OF1 TQ PLASTERING OR FILLING
Wirth WATER SUCH PERMANENT EMA1:0EE* SHALL BE iN
ACCORDANCE 1.1JIn4 8E4TtON 81t 3.C. LAtEet EOtT1oN.
8P Ci4 - °OVIBtON84l8F C. 30 7.5 AN31/NS °1 -5)
1 I. BWIMM! N FOOL.$, SPAS • . NOT AREAS 81-1A
PROVIDED WITH A FET$1ANENT SAFETY WARNING 81GN IN READILY
VISIBLE LOCATION FRAM THE POOL AREA
(APPENDIX P AN6t- NSPt- 3 -'38)
2. EACH BAFEtY WAFNNIG SIGN SHALL WAR"4 Ac2A1N8t SHALLOW
WATER Div1NG, PRE c*$ E RC LNING 4 INCLUDE THE
FOLLOWING STATEMENT: "THERE 18 NO SUBSTITUTION FOR ADULT
SUPERVISION OP SE CHILDREN: It 16 BtRONGLY
RECOM' LADED NAT AT LEABt oNE ADULT RENDERING CNiLD
SUPERVISION BE TRAINED iN ARTIFIC /AL R.ESPRAT1ON AND /OR
CARDiOPUL.MONARY ' PEELIOCITATION (CPR)"
ALARM NOTE-
3.ALL COORS WI ACCESS TO THE FOOL. THROUGH THAT WALL
113-4ICN FRODUCEB AN SHALL, iBE EQUIPPED WITH AN ALAI $1
Al ISLE WA EirEG WHEN THE DCQR OR ITS SCREEN 16 BEING
OPENED THE ALARM SHALL SOUND CONTINUOUSLY FOR A MiN.
30 SECONDS AFTER THE DOOR t8 OPINED AND BE CAPABLE:
OP EMITTING A 60UND OP SUFFicgNt VOLUME TO BE HEARD to
THE DUIELLiNG. THE ALARM BNAL.L ea EQUtiED WItN A MANUAL
MEANS To TE MPORARLY DEACTIVATE tF4E ALA $1 FOR SINGLE
OPENING. THE DEACTIVATION SWATCH BNALL ESE LOCATED AT
LEA9t 54 ABOVE THE THREBHO.o OF THE THE DOOR
A- -„
ALL
fe-
- 4-- M x
3EP11C TANK
4 DRAIN FIELD
1MI
NE 99 r
r
1 .
BETE 4H-
SCALE: i• ' 20?' - 0"
LEGAL DE5C1@IPTION
L,OT:18.1S13LK, 33
SUBDiViSiON: MIAMI SHORES
PLAT ESOOK:10 PG: 10
PUBLIC RECORD OFDADE COUNTY, FLORIDA
EQUIPA"E NT
NORTH
r
z
Aft
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I1
W N.
LL
Z1 U 21
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5 LL
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F'OOl. PILOT QETAIL.
N.t.6.
ESENCN Q TOIL,
PIPING 3C1-4EMATIC
NOTE
POOL NEATER SHALL ESE PROVIDED WITH A TIERT CR
Hlat4 PRE5.54.4 CONTROL SWITCH OR OTPER ACCEPTAE3LE
OVER .+EATING PROTECTION DEVIeE 60 POOL WATER DOES
Nor EXCEED 10416, PER 3003.1 OF SPF3.C.
HEATER 16 EXEMPT FROM STATE ENERGY CODE A8 NEAT
BCtiRCE 15 AIR AND NE=ATER IS 9050. EFFICIENT.
TILES
(TIP)
(2) SIDE
SUCTIONS
(2)
1 1/2 NP
PUMP W/
HAIR 1 LINT
STRAINER
RISIOENTIAL SWIMMIN1 POOL
WEIY ACT COMPIIANCI
TH0_(u.
met ) U CONTRACTOR v 1-0-1E OWNER
44 R E6 TO CCMPLY WITH tL4 E R 6IpENTIAI SWIMMING POOL ACT
DY. F�F2g1/il�(RfC# TlE FOLLOWING (C$ C ( ALL THAT APPLY)
CI A E0. RRIER 11k}1CH ENCLOSE$ THEE POOL AND PROV +GE6 182L.,ATICN
FRoki TNJ f4O1''1E THAT MEE3T8 ALL of tHE FOLLOWiNG ca oItioNS:
IS At LeA6T 48' NIGH, AND
•
1. 1• NQT OR CLIM6•ADLE DY SMAL.J. CNILGREN, AND
3. IS'LCOATW ARQI.,Q ; This PEI 1M$TER Qit TNA POOL, DUT PLACED
A OkofIcit Qi6TANCIS FROM n-is WATER'S EDGE TO PREVENT
A atiip O}Z FRAIL, EELGEI ..Y PERSON FRG41 FALLN3 INTO THE
tit_ TtiaY DO Gs? PAST TNit CARRIER AND
4.10 NOT SITUATED cLoee TO PEWAN `iT 0TRUCTLRE8 OR EQUIP-
MENT TWAT COULD ESE U6EO TO CLIMB OVER TUE OARRIER_
0 AN AFFROYED (ASTMF1346 - 91) POOL SAFETY COVER.
- 41.1Q1DL.a EXIT AL4J t18 (MINIMUM 50 GECIDEL6 M !OFT) iN6TALLED
ON ALL DOORS AND WINDOWS PROViDING DIRECT ACCE66 FROM
TPE NOME TO THE POOL.
0 SLLP- CLOSING AND SELF - LATCHING DEVICES, WITH A RELEASE
MECNANI611 PLACED NO LOWER THAN 34 NCI AE OVE TF4E
FLOOR INSTALLED ON ALL DOCRB PROVIDING DIRECT ACCESS
FROM TPE HOME
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