HomeMy WebLinkAboutPOOL PLANS0 W
D F-
w
0
3�M o
J
¢ t W. Z. .0
i LuZpK O
0 0 fF0
¢ O n02
> W D��N US
tliKDW=Ja
Uw I- « a
VW o \
� ISSEARS
0
ypo
a W O O
LL ti a
UD�Q O
Km
0
D W
LL� J z
O m 0 F E
fwxzo b
m��Wm i
�mN
Of°9 L
a�W
I
w�"ox a
Ina
D�; �
g gO
JaJJ�i0
BE
�cS U N 3:<
0
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20" max.
N.T.S.
VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
EQUIPMENT
PAD
PER FRC
4101.22(9.2)
EQ
BURIED PO=LINE
LOCATION OF GFI RECEPTACLE
TO BE DETERMINED IN FIELD PER NEC 680
36 PSI FOR
PIPING SCHEMATIC—ST HOLD LEAST 30 Mil
(NO SCALE)
ALL PLUMBING SCH. 40
PVC. SUCTION SIDE T ETER
' RETURN SIDE 1.5"
RETURN LINE
z
3X4
PAD
MAIN
O I J HAIR & LINT
L/" CATCHER
VENT (COMPONENT OF PUMP)
FO.OTER DETAIL
(2) #3 REBAR OR
(1) #5 REBAR
8" o0
/---/
81.
NO SCALE
w
0
M
FLO-KRETE
17 ft. 6.0 in.
THESEPIANS HEBH�
IN ACCORDANCE WI�FLORIDA
OWNERS RE;
BUILDINGCODET INCLUDEREI
rAOOurr_ am
18" 112"11
FLO-KRETE
BACK
RISER
3 FT
TILE STEP EDGES
56 ft.
TILE POOL -
SIDE RISER
OHO�OS
OVERPOURCOPING ` RAINBOW"
LIGHT
WALL RAISED +�'24"
36" SHEER DESCENT
TILE EDGE OF BENCH I -
PROVIDE HAND HOLDS
AS REQUIRED ANSIINSPI-5.2003
OR MAINTAIN W' ORABBABLE
SURFACE
(DETERMINE IN FIELD)
�
AQUA -PURE
10 SALTSYSTEM
io
81: LUC�`eL
BUILDING DIVI,IpN
Poe ce"�WO
DATE
MUST @E'S AND
KEP' nh r
R=rlld:nP.iS:rraM T ON •10EI OR
MADE
POOL
PoRy�TEo poo U,ReO
C$
TILE
EDGE
I I1�
00 1a
ISX32 BFT
Its
BENCH
SKIMMER
I
"RAINBOW".-,�
LIGHT��—
u
6 ft. 6.0
OVERFLOW i
® Vac
I
1
I
�
I
I
I
I
SAFETY BARRIER NO CLOSER THAN 20" FROM
WATERLINE
�yL
_________
_-- _-_.
48"BABY BARRIER
- --
I
I
POOL B
RRIER PER FBC 2004
DECO -DRAIN
I
------
---------------------------------------
--�\
I
• (1.) VENT LINE TO BE
POOL DETAIL
\\�
T E
MITE TREATMENT
TEED IN CENTER0
`-----I--------------------t-------------------------
REQUIRED
BETWEEN DRAINS
VENT LINE NOT TO
•
I
BE FURTHER THEN
40 FT. FROM POOL
• (2.) ANSI / ASME
HYDROSTATIC RELIEF
I0
26' MAX. WET LENTH
•
DRAIN COVERS
DEVICE INSTALLED
N T ALLE
1
•
AREAS
DSEO�SP CENTER POOL
• WATER?BLE IN SHELL MINIMUM YN
IMUM (2) SUCTION LINES PER ��NS PN�P y C pE�cCP OAND
�Pj WATER FEATURE
TO AIR VENT ON B WINDOW
• PUMP 3 FT. SEPARATION ��ES 9�SC��FE�O\NS ppAO.EP�pp®6`�
• �PRE FEpel SSPPI P \ A�e�
• FE NEGE P�� PP
• 1r\P'I `N��N
TO FILTER P MP O GRAVEL BED
e rj
AL MAIN DRAIN 2" PVC
VENT LINES TO BE 1" MIN 2" MAX PVC
APPROVED WITH R4101.6.6.3 OF THE 2004
FLORIDA BUILDING CODE RESIDENTIAL
NOTE: POOL PUMP MOTOR LOCATED ABOVE
ELECTRICAL DIAGRAM AND GFI GRADE. PROVIDE SEPARATE CIRCUIT FOR
OUTLET PER 2W2 NEC PUMP MOTOR(S)AND HEATER(S) ETC
(NO SCALE)
WATER LEVY LL
NOTE_I_NSTALL 125V 16
RAIN TIGHT OUTDOOR
,ELECTRICAL PANEL AMP WEATHERPROOF
EKED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE
GFI
LEAST 10' AWAY AND
00
APPROVED ONDUOUTLET
NOT MORE THAN 20'
2
T
PER LOAD)
FROM THE INSIDE WALL
WIRING TO N
DOOR TIMEC
OF THE POOL
APPROVPUMP
UNDERWATE
*IND
MOTOR
LIGHT
UL APPROVED
FOR DIRECT CONOTESTO
WET NICHE(1)
POOL PANELAND SWITCHES MUST BE ATA
LEAST 5'FROM THE INSIDE WALL OF THE POOL
NICHE ENCASED
(2) ALL ELECTRICAL WIRING AND EQUIPMENT
IN GUNITE�OOLLI
HT SWITCH MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER ITHER INDOOR OR 2002 EDITION OF THE NATIONAL ELECTRICAL
LIGHT 10 OUTDOOR CODE
POOL FINI$I
APPROVED WIRING IN 1"
PROVIDE PROPER WORKING CLEARANCE
SON 40 PVC WI#8 SPACES
SPACES FOR ELECTRICAL EQUIPMENT AS PER
BONDMG CONDUCTOR
HO-26 OF NFPA 70
COVERED PATIO
POOL PATIO
SCREEN ENCLOSURE.
SEPARATE PERMIT
el"'WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
OVER PIDUR BEND INTO DECK 1/4" PER FT. SLOPE
NOTE: REMOVE GRATER (OR CAP TILE, �Z'O.C, Mph(
HELL POINT PLUG FROM MAIN I WHERE
DRAIN S ATTACHAUX. PUMP APPLICABLE '
LINE WHEN EMPTYING
POOL TILL
-
6"X6"BE
�►W
4" SLAB
=
2500 FIRE
1" LIGHT POWER
SUPPLY
GRATE SHALL
INTERIOR
FINISH TYPICAL WALL
CONDUIT
/
BE SECURED IN
4 /2" rYP. SECTION &
UNDERWATER
PLACE SO
WALL
t HT NICHE LIGHT DETAIL
THAT TOOLS
WELL POINT
(NO SCALE)
ARE REQUIRED
(NO SCALE)
FOR REMOVAL
STEEL-TEX FORM
PPROVED
6 TY
R KRAFT WALL
GROUND CLAMP
FLOG
#3 @ 12" O.C.B.W.
CONTINUOUS BOND WIRE
NOTE: FOR DEPTHS
COMMON TO POOL STEEL,
THREADE
REATER THAN W ADD 1-
RAILS & EQUIPMENT
PLUG
#3 COVE BAR @ 6" O.C.
GRAVEL BED
TO PUMP
i
APPROVED WITH R4101.6.6.3 OF
THE 2004 FLORIDA BUILDING
CODE RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 16' MAX. LENGTH 3Y
TIMER INCL 1.5 H.P.112 O.P.M.
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER TON,HEAT�,PUMPII..
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO INC
SCREEN ENCLOSURE BY OTHERS
ELECTRICAL INC
POOL PATIO FLO-KRETE
EXISTING PATIO NA
DECK DRAIN INC
GALLONN CAPACITY -POOL 12,250 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hm
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY -10 ftE/s
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL- "7 SQ. FT. 88'
GENERALNORH:
I MINOPOMCONBIRU[Tp MCWPLvwFLA.0L00C Aro W1 AutO LWOW/MCESAM
ZONING u DHA
]am®ROCK TO BEAR ON OR UNO>� AND. ALL MILLS AND FLOORS CINLL RE GUNrtEO
GRmrEarucE<axcRETEw MwMUMP'�H L caxcRETe ys GArmcGMPREEarE smEHCFR.
u FaRUA.OIL LON.A. CAPAcrn Cv 3Aw R.E. HA3 AHBA M3EDRNTIE .
]. DEPOSAL OF POOL MTER SHALL CONFORM TO LOCAL OROIXAM[Ee. ASSAI.RAgxti SmLL'UNDN"
WAT'ERNTMH PROPBRY UNES. P WOIHDISO HXALL XOT PEABIRfgIMpRTMHOXF IKKHt
H MPT6IHVPLY[OIW�I.L SINLL EEPOSAALE TMTTXEREIBWCROSSCUICLlMN WMA
3X4 S. W.IE RTMAIN OP.•MMMLL SUSSTHEA ME AREA OF SX TAIEA OF THE SOCLICN ONE
PAD 1T,nPAIR'.EF RBiE SHALL HAVE A RENOwBLESCREPN W A MINWUM FREE AREA OF 3X THE AREA OF
11. ELEZOSSAL: MBTALL ABROAD DEVICE$AE SHORN IN'4ML OATA' PERSON. UGHN CONNECTION TO
GERED. TO ... FLEGTNC#L CGCE-uTEST ETXnIXA
1].ALL LETALLC CIXWIBK flMNBM.R. AF1lMCEO SLEEL, LEARFIXM1E8 \NEBR NO.YEFAL
PARM1 OF 1A0091B.1MICRAH, BRING .. SIIMCRf4 TD BE BONS TOOETIBi\ORdMED T.A
COMMON GROUND, BONDING COANAAG I WALL NOT BE SMALLER THAN B COPPER
13, NO OVERHEAD OPEN SAFE OVEN POOL SNI
4 CAEDDBDBE MLTFA SHALL HANEAFLTAA OM PATE NOTTOEXCEED30P.Y.I.E.. OFFI.OBBAREA. NO
SACHYgSHEBOJMED.
m.CIX GTORSNAl' vFRFY ALLENSESEGLAIDCppROXBAT ANTE BEFDEIREDFAGTIEEIDECF.
GLSORALTORNNLL VEPo11'LOCATKKi6 EIECTTSCALER3INNIONA .u. COIEANY
15 SPECIALATTEN1IMSHAuWBNENTOEXISIINGFOUMIITIONTOPRESERNI MWNB.
JOB NAME: STEWART, LARRY
ADDRESS: 18502 MACH ONE DR.
AERO ACRES PSL
PERMIT NO.:
DATE DRAWN: MARCH 22, 2006
DRAWN BY: F. DELROCCO
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = Al'
SCANNED
((� BY
OC St. Lucie County
CONCRETE
POOLS, INC.
1 ROW OF WATERLINE
3' -. --..--
'R
#3 STEEL @ 12" O/C E.W.
FLOOR SLOPE
FLOOR SLOPES SHALL BE
_R_EASO WITH
UNIFORM AND ��_
COMPLY WIWITH ARTICLES_3.6.7
THRU 5.6.
3
CYCOLAC MAIN
THE SLOPE OF THE FLOOR FROM 27'
THE SHALLOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED I FOOT IN 7 FOOT 32T
/ ^
TYPICAL SECTION THIN POC
(0 1V (NO SCALE)
L-I
5'
4" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11'