1226 NE 97 St (9)I ALL FLOORS AND 'NAILS OF POOL TO BE GUNITE APPLIED CONC
.111TH A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF t;40 051.
2 ALL REtNF STEEL TO CONFORM TO A.ST.M. 315 GRADE 40.
All POOL PIPING TO 3E SCHEO. 40 PVC BEARING NSF APPROVAL
1 FILTER 3ACKW.AS11 SHALL COMPLY WITH SECTION 1 ,004 SFBC.
S ALL POOL CONSTRUCTION SHALL COMPLY WITH CHAPTER 50 OF
THE SOUTH FLORIDA BUILDING CODE )SFBC).
I. NO POOL OR PATIO SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN
SANDS OR ROCK WHICH SHALL 9E COMPACTED TO PROVIDE A SAFE
BEARING CAPACITY OF 1000 PSF. ANY ORGANICS, MARLS, OR
OTHER TYPES OF OELITERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SHALL BE REMOVED IDEMUCKED) IN THEIR ENTIRETY,
AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS
AND COMPACTED IN 12 INCH THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO
WHATEVER CAUSES. THE POOL SHALL 8E REDESIGNED FOR
PILING
i . IN All CASES THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE
BY SHORING, UNDERPINNING OR . ANY OTHER 'AETI/O0 IF
REQUIRED THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY
FOR THE SAFETY OF EXISTING STRUCTURES
1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION tN EASEMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE 50 INDICATED POOL CONTR.
SIIALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT
LINES IF NECESSARY. POOL CONTRACTOR AND /OR OWNER SHALL
VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO
cONSTR'JCT10N
). CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT 111E
SITE MINIMUM CLEARANCE DIMENSIONS SIIALL 3E HELD AND
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN
GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER
10. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST U.S.
GOVERNMENT SAFETY STANDARDS
11. 'JI(N 4' FENCE RECOMMENDED AROUND ALL UNSCREENED POOLS
'RAIN DRAIN
t.•APORTANT NOTE
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8'•0" DEPTH AND SPECIFICALLY DESIGNED FOR
DIVING THIS POOL 15 NOT OESIGNED FOR DIVING
3r
AIR PILAU VALVE
GENERAL t4OTES
4. N
1 7 MAXIMUM SLOPE
tN SHALLOW END
1,
M AIN DRAIN
PUMP
54
O.E. FILTER PIPING SCHEMArtc
1 k- --
WATER LINE
4t
Cvf(,v
■/AIR S LINT
STRAINER
LONG) rUOINAL POOL SEC rio t - S r,'IINOAaO POOL
`ST
IJ
4
TO SERVICE
PANEL
I ti
10.
4 1 MIN
N
1 .. �° JUNCTION
30X
POOL DECK
TC •P MANUAL STARTER
12
1" NONCORROSIVE
100 .V A T T fr 3c. 4
LIGHT 1 C
P'.4 1'1 Q c'! T
Cff Cif '/e,(
ELECTRICAL OIAGRArrl
SWITCH
SPST TOGGLE
SWITCH PUMP MOTOR
3•N' 12 Ir, I .' • COND
v TRANS
IN POOL AREA GROUND
ALL BOXES RAILS, LIGHT,
'ROTOR ETC. W /N I WIRE
COND NOTE
ALL ELECTRICAL
SHALL CONFORM
'N /ART. EI0 N.E.C.
1 2 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR
BULKHEADS, SPECIAL CARE SIIALL BE EMPLOYED. 111E WALLS
SIIALL BE IN 0000 CONDITION NOT PERMITTING ANY SHIFTING OR
REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM
THE POOL. IF Ti/E WALLS DO NOT FULLY CONTAIN THE SOILS
BEHIND THEM, THEY SHALL 3E REPLACED OR REPAIRED.
CONTINUAL MAINTENANCE OF 111E WALLS IS REQUIRED OF THE
PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE
SEAWALL TIEBACKS SHALL NOT 9E CUT. WHERE CONCRETE
OEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER
FOR INSTRUCTIONS.
13. THE CONTRACTOR SHALL 3ACKFILL THE POOL SHELL WITH
CAUTION. 114E PLUMBING SHALL NOT BE DISTURBED. BACKFILL
SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC
MATERIALS AND SHALL BE PLACED IN lia-444113X LAYERS. EACH
LAYER SHALL 8E COMPACTED TO SO% OF THE SOILS 'MAXIMUM
DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE
PLACED IN A SIMILAR MANNER.
14. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN
NOTES SHOWN ON THE TYPICAL WALL SECTION 00 NOT APPLY.
PATIO DESIGN SHALL BE BY OTHERS.
15. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS
OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES
BENEATH THE POOL MUST BE ELIMINATED TO PREVENT 111E POOL
FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN
ELIMINATING UPLIFT PRESSURES.
18 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT
IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER
WITHOUT THE 'WRITTEN PERMISSION OF THE DESIGN ENGINEER.
17 TEMPERATURE OF SPA WATER SHALL BESETS() THAT MAX. WATER
TEMP, = 102•F
1 "x 30NO 8M
'N /2 • N' 3 CONT
TILE
`I!'atCf
2_3 .Itil_t_ Ftt;r)
3: It)
WHITE
MARBLE
PLASTER FINISH
I . o V"o`LV ti0 c (r
c :gay 5 :' 1L(_ ? �I> 1>r ►b �`_
cc' S i�G'f
TYPICAL WALL SECTION
NTS Foie- O rc
t..
SIZE S DEPTH
CAPACITY
PERIMETER
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FILTER
TILE
TYPE OF PATIO
EXIT RAILINGS
COPING
TURNOVER
LOPING -
u
e! r' 1• 0 t
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VALVE )1' %r " j
STEELTEX FORM OR
KRAFT BOARD
-; _ C�(I' �'rFJ !o !O
1 , �j'. O" I, S Si '•
REMOVE GRATE AND WELL
POINT VALVE FROM MAIN DRAIN,
AND ATTACH AUXILIARY PUMP
LINE WHEN EMPTYING
WELL POINT OEfAII
NTS
/5',Y 3/
/40/e_ h /)G.
11 HOURS (P1Ax.)
1" )MIN) CONC. DECK W/ SLIP
RESISTANT TOPPING W /6 "x6' N•
10/10 G.W.M. ON COMPACTED
GROUND WITII ALL ORGANIC
MATERIALS REMOVED 'SEE
NOTES ON SOIL BEARING)
SLOPE
8••x8" CONC. FTG
W/1-N• 5 CONT
2" COVER (c G' +T %•c..
4•' TOPS 5" BOTTOM 'N/N' 3
AT 12" O.0 EACH WAY
POOL OMA A IO EQUIPMENT
/1U r/- ' /cerF.,;(
GRATE TO BE FASTENED
WITH SCREWS
I.•' ROCK BED )MIN. 3
YOS ROCK TO
STABILIZE SOIL)
`HELL POINT
THREADED PVC PIPE
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the P- lat show are ,this s heet '
' a t and correct survey
m de ; mY d #�reo #an - o
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how
190.
o k k t
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L lit E TON S H Oft d: z '
rec i n` plat boob w3 ,la a $O ,
publ : Re cor d s of - nt Dad J I
o = tro u nty,
Flori
t lo {
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provem ltd as :shown 9. rr' t his at.
r l Tlia ! there ` aro no visible en
d o t h or than shown: J ' �
• T ha t r iim er ision 0 shown a re'frue a n d
co rrec t to the be st;: of ni knowl
:. idts�rtua an belief, : ;
Richard F. Gierscb,- Jr.
Registered Engineer; and Lan
Surveyor HQ's. 1083 ai,d. 89
ate -12- 18- 050
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