09-1019-0021 }'
GFI / WP
10'MIN/ 20'MAX
FROM WATER EDGE
PRE -CAST CONC. COPING
OR ALTERNATE COPING
INTERLOCKING PAVERS
ON COMPACTED SAND
6" SHOTCRETE WALLS
REINFORCED WITH
#3 BARS AT 10" CENTER BOTH
WAY
12" 8' -0" 12" 12"
A=c) ---------------------------
C
C A rj;v -
M
C �C17
—1N
A) (12" MAX). RISER HEIGHT MUST BE
UNIFORM.
B) ; 2" FROM THE UNIFORM RISER HT.
C) CONTRASTING TILE AT EDGES.
D) 240 SID IN. MINIMUM AREA OF FIRST
STEP.
water line
EFAF
PROVIDE 4 - #8 COPPER BONDING TAIL
ONE ON EACH SIDE CLAMPED TO
POOL WALL STEEL FOR DECK BONDING
6" THICK SHOTCRETE FLOOR
SLAB REINFORCED WITH
#3 BARS AT 10" CENTER BOTH
WAYS
7
1
ALL CONDUIT ABOVE GRADE
SHALL BE RIGID METAL
CONDOIT ONLY
W.P. G.F.C.I.
RECEPTACLE
MOUNT TO UNI-
STRUT FRAME
4
1/2" PVC CONDUIT
FROM PANEL
N
T
CONIC FILLED
AUGER HOLE
3/4" RIGID METAL PIPE 0
SUPPORT LEG IN CONC.
0
FREESTANDING G.F.C.I. GFI RECEPTACLE
10' MIN z(r MAX.
FROM WATER LINE
OUTLET DETAIL 300W 300W
POOL POOL SPA SPA
OWER PUMP P OL PUMP LIGHT LIGHT LIGHT
2 HP, 230V 2 1/2 HP, 230V
POOL ELECTRICAL SCHEMATIC
A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC.
B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER EDGE UNLESS IT 18' OR
HIGHER.
C. PRIOR TO ELECTRICAL ROUGH, ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THIS DRAWING SHOWING
EXISTING SERVICE WITH ADDITIONAL LOADS, CALCULATIONS AND EXPECTED AS BUILD CONFIGURATION IF DIFFERENT
FROM THIS DRAWING.
D. GROUND ALL BOXES, LIGTHS, MOTORS, LADDERS, ETC WITH #8 GROUND WIRE.
CARTRIDGE FILTER
PRESSURE GAUGE & 40 SQ.FT.
PRESSURE RELIEF VALVE
TIMER
2 1,2 HP POOL WITH HAIR N�
& LINT STRAINER \
60 TDH SELF PRIMING
SALT
Q Jai MACHINE
`o �
CHANNEL DRAIN
jti
POOL FILTRATION SYSTEM
EQUIPMENT SCHEMATIC
JNCTIO BOX
PUMP SVWTCI
2 # 12 THHN
2P 20 AMP
2 # 12 THHN
1P 15AMP
1 # 12 THHN CV GROUND
2 # B THHN
1 # 10 THHN CV GROUND
300 W TRANSFORMER IN 314 IN CONDUIT
TIMER COMBONATION
0JB 1 1 SW.
100W
TRAN
NjJ TX
TX
00 W
RANSFO ER
0 0
JB JB
ADJUSTABLE
WEIR
I
— -'k-
COLLAR
200 A
PANEL
3 # 210 THW CU.
EXIST
-
METER
CAN
13
1
DISC.
0 �
PERFORATED
BASKET
II
2" TO FILTER
PUMP
2' EQUALIZER
FTG. 12" BELOW
WATER LEVEL
SKIMMER DETAIL
POOL
2' -8"
-----------------------
PLAN VIEW.
1 # 4 TW CU IN /4'
COND. TO CWP.
10' -0' DEEP GROUNDING
ROD • 5/8' DIAMETER
EXIST
FPL
SERVICE
2'RGCFROM
POWER COMPANY
TRANSFER PAD
—1
N 4 CONDUCTOR TO 20 FOOT
SECTION OF FOUNDATION STEEL
# 5 FOUNDATION
REBAR MIN. 20 FT.
LONG
HOUSE CONCRETE
FOUNDATION
'
2' -8"
i[1 4 iD
CAP :�l r " (:4P
THIS END 10 10
SECTION
CHANNEL DRAIN (DETAIL) VNIR
AQUASTAR VGB APPROVED LINEAR GRATE �af
COLOR —
CONTRAST
TILE
TYPICAL POOL SECTION nts 1/2 " =1'
THIS POOL IS NOT INTENDED FOR DIVING
AI
O
JUNCTION EC
PRE-CAST
COPING
V -0" MIN.
rate line
Z
�D
r TOP OF FIXTURE
-. I— PVC LIGHT NICHE (12 VOLT)
TO COMPLY WITH S.F.B.C.
AND NEC 680
(SEE PLAN FOR LOCATION)
SECTION UNDER WATER LAMP
V -6" 10" T -0" 10"
10"
101. 10
water line
o rn
SPA CD
ANTIVORTEX `D
N DOUBLE SPA
DRAIN
rn
TO PUMP
MAIN DRAIN SEE
DETAIL
2 1/2" PIPE —
SUCTION LINE
CITY VILEA pEP
13Ul1.D►NG SEC�OW
SASE:
4' -6"
6" THICK SHOTCRETE FLOOR
SLAB REINFORCED WITH
#3 BARS AT 10" CENTER BOTH
WAYS
�+J
7 '
7
h
'J
w
14
I*-
.x
4
1 t
•
4?
0
E XIST.
200 A
PANEL
3 # 210 THW CU.
EXIST
1 1114 THNN CU. GRND.
IN 2'C.
METER
CAN
200 A
MAIN
O
DISC.
1 # 4 TW CU IN /4'
COND. TO CWP.
10' -0' DEEP GROUNDING
ROD • 5/8' DIAMETER
EXIST
FPL
SERVICE
2'RGCFROM
POWER COMPANY
TRANSFER PAD
—1
N 4 CONDUCTOR TO 20 FOOT
SECTION OF FOUNDATION STEEL
# 5 FOUNDATION
REBAR MIN. 20 FT.
LONG
HOUSE CONCRETE
FOUNDATION
'
2' -8"
i[1 4 iD
CAP :�l r " (:4P
THIS END 10 10
SECTION
CHANNEL DRAIN (DETAIL) VNIR
AQUASTAR VGB APPROVED LINEAR GRATE �af
COLOR —
CONTRAST
TILE
TYPICAL POOL SECTION nts 1/2 " =1'
THIS POOL IS NOT INTENDED FOR DIVING
AI
O
JUNCTION EC
PRE-CAST
COPING
V -0" MIN.
rate line
Z
�D
r TOP OF FIXTURE
-. I— PVC LIGHT NICHE (12 VOLT)
TO COMPLY WITH S.F.B.C.
AND NEC 680
(SEE PLAN FOR LOCATION)
SECTION UNDER WATER LAMP
V -6" 10" T -0" 10"
10"
101. 10
water line
o rn
SPA CD
ANTIVORTEX `D
N DOUBLE SPA
DRAIN
rn
TO PUMP
MAIN DRAIN SEE
DETAIL
2 1/2" PIPE —
SUCTION LINE
CITY VILEA pEP
13Ul1.D►NG SEC�OW
SASE:
4' -6"
6" THICK SHOTCRETE FLOOR
SLAB REINFORCED WITH
#3 BARS AT 10" CENTER BOTH
WAYS
�+J
7 '
7
h
'J
w
14
I*-
.x
4
1 t
•
4?
0