PLANS2 2
1 1/2"
HYDRAULIC UPLIFT COMPUTATIONS
rum) CREST ELV. FOR AREA ‘. MSL
TOP OF POOL ELV. = HL
BOTTOM OF POOL ELY. = MSL
HYDRAULIC HEAD
ALLUVANCE HYDROSTATIC VALVE =
NEr HYDRAULIC HEAD 2.715
USE MIN. 6' THICK CONCRETE FLOOR SLAB
SOIL S TA TEMENT
ON SITE INSPECTION INDICATES SAND AND ROCK VITH
A BEARING CAPACITY OF 2000 PSF. tHE CONTRACTOR
SHALL NOTIFY THIS ENGINEER IN VRITING, IF OTHER
CONDITIONS ARE ENCOUNTERED.
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DE TAIL OF STEPS
COVERED PA NO
9'-6'
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RESIDENCE
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SCALE' 1/4'
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PRI ❑R TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TD
THESE DRAWINGS SHOVING EXISTING SERVICE
WITH ADDITIONAL LOAD CALCULATIONS AND
EXPECTED AS -BUILT CONFIGURATION IF
DIFFERENT FROM THESE DRAWINGS.
ELEVATION OF DECK IN RELATION TO HOUSES ` /C'Z 2
COVERED PATIO
9' -6'
RESIDENCE
e
POOL PLAN
SCALE' 1/8' = 1' -0'
NORTH
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L ALL ZS & WALLS OF POOL TO BE PNEUMATICALLY
APPLIED CONCRETE WITH A MIN. OF 28 DAY COMPRESSIVE
STRENGTH OF 2500 P.S.I.
STEEL TO CONFORM TO A.S.T.M. 615 GRADE 60,
3. ALL POOL PIPING TO BE SCHED. 40 PVC BEARING N.S.F.
4. NO POOL : ONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
EXCEPT CLEAN SANDS OR ROCK, WHICH SHALL BE COM-
PACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000
ORGANICS, MARLS, OR ANY OTHER TYPES OF
DELITERIOUS MATERIAL ENCOUNTERED ON EXCAVATION
SHALL BE REMOVED < DEMUCKED ) IN THEIR ENTIRETY,
AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE
SOILS AND COMPACTED IN 12' THICK LAYERS. WHERE THE
CONTRACTOR CANNOT REMOVE THE ORGANICS DUE TO
WHATEVER CAUSES THE POOL SHALL BE REDESIGNED
FOR GS.
5. IN ALL SES THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHOD
AS :ED. THE DESIGN ENGINEER ACCEPTS NO RESPON-
SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES,
N ENGINEER ASSUMES NO RESPONSIBILITY FOR
POOL STRUCTION IN EASEMENTS DR REQUIRED SETBACK
]T PLANS NOT PREPARED FROM LEGAL SURVEYS
OF THE ;ISTING LOT AND RESIDENCE ARE SO INDICATED.
POOL RACTOR SHALL VERIFY ALL DIMENSIONS IN FEILD
FENCE IS REQUIRED AROUND ALL UNSCREENED POOLS
WITH SELF CLOSING, SELF LOCKING GATES,
]LS ABUT OR ARE PLACED NEARBY SEAWALLS OR
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS
SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING
OR AL OR LOOSENING OF THE SOIL AWAY FROM THE
POOL. IF HE WALLS DO NOT FULLY CONTAIN THE SOILS
BEHIND =M THEY SHALL BE REPLACED OR REPAIRED. CON-
TINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE
PROPERTY OWNER, WHEN EXCAVATING FOR THE POOL THE
SEAWALL IEBACKS SHALL NOT BE CUT. NOTIFY THE ENGINEER
FOR INSTRUCTIONS WHEN CONCRETE DEADMAN FALL WITHIN
THE 'TION AREA,
ACTOR SHALL BACKFILL THE POOL SHELL WITH
HE 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 LL BE COMPACTED TO 90% OF THE SOILS MAXIMUM
DENSITY Y TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL
BE PLACED IN A SIMILAR MANNER.
ATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN
NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY,
PATIO DESIGN BY OTHERS.
TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS
OR ANY HER REASON, THE HYDROSTATIC UPLIFT PRESSURES
BENEATH HE POOL MUST BE ELIMINATED TO PREVENT THE POOL
FROM TING UPWARD, THE OWNER MUST CONSULT A POOL
CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN
ELIMINATING UPLIFT PRESSURES.
ac. HIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER.
IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TD ANOTHER
WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER.
13.TEMPERATURE OF WATER SHALL NOT EXCEED 102 DEGREES F.
14JHE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
POOL EXCAVATION.
4' X S BOND BEAM
W/2 #3 CONT. -
COPING
TILE
WATER LINE
4' TO 6'
MIN. VERTICAL
2' -3' SHALLOW END
3' -0' DEEP END
APPROVED
FINISH
6' MIN.
7'
< FOR DEPTHS TO 6' -0' )
4' CONC DECK W/ SLIP
RESISTANT TOPPING
<W /6 X 6- W1.4 X W1.4 WWF)
ON COMPACTED FILL WITH ALL
ORGANIC MATERIALS REMOVED
( SEE GENERAL NOTES )7
SLOPE
8'X8' CONC. FTG.
W/1 #5 CONT,OR 3 #3 CONT.
MIN, 1' SPACING
2' COVER ( CENTER )
4' TOP & 6' BOTTOM
W/ #3 AT 12' O.C.
EACH WAY
STEELTEX FORM,
KRAFTBOARD OR EQUIV,
#3 AT 12' O.C.
E.W. BOTT. CENTERED
TYPICAL WALL SECTION N.T.S.
IMPORTANT NOT
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' DEEP AND SPECIFICALLY DESIGNED FOR DIVING.
THIS POOL IS NOT DESIGNED FOR DIVING PURPOSES.
i
r'
117 MAX, SLOPE WATER LINE -r
IN SHALLOW END MAIN
DRAIN U
LONGITUDINAL POOL SECTION N.T.S.
TO SERVICE
PANEL
WP GFI 10'
TO 20' FROM
POOL WATER
48'MIN.
POOL
DECK
100 WATT LIGHT
W/ LOW WATER
CUT OFF DEVICE
i2V TRANS,
3- 12 IN 1/2 COND
1' NON - CORROSIVE NOTE
COND. ALL ELECTRICAL
IN POOL AREA GROUND SHALL CONFORM
ALL BOXES, RAILS, LIGHT, W/ ART. 680 N.E.C.
MOTOR, ECT. W/ #8 WIRE
JUNCT
OXES
TC . VP MANUAL STARTER SWITCH
SPST TOGGLE] 34,4
SWITCH PUMP
��' o /•!�',':..�' 4 MOTOR
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ELECTRICAL DIAGRAM
P
CAPACITY
SIZE & DEPTH
PERIMETER
PUMP
FILTER
TILE
TYPE OF PATIO
EXIT RAILINGS
COPING
TURNOVER
L DATA & EQUIPN'F NT
14
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3 TO 6'
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49
f.01.1.14X0
12 HOURS < MAX )
SKIMMER
n ,4 /
� MAIN DRAIN
PRESSURE GAUGE AND
` RELIEF VALVE
_._ FILTER F ".1
,
PIPING SCHEMATIC
1 1/2'
PUMP W/
HAIR & LINT
STRAINER
N.T.S.
HYDROSTATIC
VALVE 1 1/2'
WELL POINT
THREADED
PVC PIPE
GRATE TO BE FASTENED
WITH SCREWS
3/4' ROCK BED
( MIN. 3 YDS, ROCK
TO STABILIZE SOIL )
REMOVE GRATE AND WELL PRINT
VALVE FROM MAIN DRAIN AND
ATTACH AUXILLARY PUMP LINE
WHEN EMPTYING
WELL POINT DETAIL
N.T.S.
11F NERAL NOTES:
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Ford Land
8000 N.W 31 Sc.
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Surveyor Inc.
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FORD LAND SURVEVORS, INC.
sZ, cats _4 -28 -1988
�_,. - -- _ -• -_- -• Rya. Land Surveyor +13679
State, of Florida.
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FOR: JONATHON ;rind T ERF..i ROSE
Order No. 61056 Field Book. Scale
A -70-20 1 "• 0 '
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT The sketch as shown reprosenis a :scent
BOUNDAAv SURVEY made under my direction in compGbnc,, wit" tha
mtnin,um t■chrt ;cAl standards for Land Surveys In the State of Florida,
purti,,r,1 to chaptur 21•HH -8 Florida Administrative Code, and is true and
correct to too be 8t of my kncwtedse ana bait
_ Omar Armonteros, President
CO
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LEGAL DESCRIPTION:
Lot 14 , block 2, FAF.L.ETON S>.CRES,
according to the plat thereof as . ecorded in Pli t Book 43 at Page 80
of the Public Records of Dade County, Florida.
Flood Zona.
CERTIFIED TO: OCEAN MARK FEDERAL
SAVINGS & LOAN.
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Address.
1259 N.E. 98th Street
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�, electrical and ZOi.'�t7g t'ecl�Y9 '
iors:a Village •Fh.e Archit:�ct and builder are , -zi,4r f N.
knowledge of all buildin regulations whether er, .c '
•?.ecifieally indicated hcrein. All reinforced stem, t - r - .; ; .o.-
'r haling, plumbing, ele.ctrir.a wiring and roof flase11 «„ st
At bo tonce;aled before inspection.
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1. INSULATE ALL SUPPLY OUcts WITH �% 4 „.3ENEk Y ,.
VAPOR S;;AI.EQ FIIISRGi ASS. OVERI.AP MATERIAL 3 'ATAPtif
8 IgAt,, 'W1114 ASPHA +L: t. A$ VIC.
1. I ALL FRE`TcJRN AI(9 u} ;t.:t3
OF 6tA4PLY 01.4C-r- S..EE
3. EMPLOY TUI Nliel VANSr IN. 4t „ _. I Ec.rAta{,; +JLAA TURNS.
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