12-300-004EL. +10.96'
T.O. COPING
EL. +10.79'
FINISH DECK
� WATER LINE' -
\r \r\ \\ WADE ENTRY
\\ \\ \\ \\ \\ �,\ /\ /\iii\ /\ /\ /\i\i\ /\i �•
�ir /i
\
i \ri \ri \ri \ /i \ri \ri\ /�
POOL
t 6" SHOTCRETE WALL REINF.
4 `O I WITH #3 @10" EACH WAY,
ENTER STEEL IN WALL U.O.N.
6" SHOTCRETE SLAB REINF. WITH 1:3 SLOPE MAX.
1:7 SLOPE MAX.
#3 @10" EACH WAY, 3" CLEAR BOTTOM. \� / \�/ / \\i / \ \r,X \ / /\\
�. . / \ /� / /r\ \jr�
r WELL STABILIZED SOIL OR WELL
ri rr\�:i%\
\\r \\r�\ 17\1
•\� \\�\ \,�\ \,��, COMPACTED FILL WITH 2000 PSF
`//\/ \r iX
BEARING VALUE.
WELL STABILIZED SOIL OR WELL
COMPACTED FILL WITH 2000 PSF
/�\r��i \\r // BEARING VALUE.
PIPE SIZE
PRESSURE FLOW
CAPACITY (10FPS)
SUCTION FLOW
CAPACITY (8FPS)
1.5"
60 gpm
49 gpm
2.0"
100 gpm
80 gpm
2.5"
150 gpm
110 gpm
3.0"
220 gpm
180 gpm
PIPE FLOW RATE @ 60 TDH
HP
55 gpm
1.0 HP
75 gpm
1.5 HP
90 gpm
2.0 HP
95 gpm
2.5 HP
155 gpm
3.0 HP
140 gpm
BASE D UPON STA -RITE
MAX -E -GLASS II SELF PRIMING
PUMP.
#8 SOLID CU 18" MIN. TO 24" MAX. FROM
CONTOUR OF POOL 360 DEGREES WITH 4
EQUAL BOUNDING POINTS TO THE POOL
STEEL 6' DEPTH MIN.
( ^1
WADE
ENTRANCE
6" SHOTCRETE SLAB MAIN DRAIN,
REINF. WITH #3 @10" EACH SEE DETAIL.
WAY, 3" CLEAR BOTTOM.
SECTION 1
1/2" = 1' -0"
—� --- — - - — --\
I
SWIMOUT
--------- - - - --�
�--------------- - - - - ---- \
. 1
I
11'" BUBBLER JET LINE
VENT. PIPE MAX. LENGTH
HP
FLOW RATE
VENT. SIZE
MAX. LENGTH
3/
55 gpm
1 Y2"
29 LF
1.0
75 gpm
1 y"
40 LF
1.5
90 gpm
1 Y2"
49 LF
2.0
95 gpm
1 Y2"
51 LF
2.5
115 gpm
1 Y2"
62 LF
3.0
140 gpm
1 V2"
76 LF
NOTE:
-VENT. IS DESIGNED TO EVACUATE SUCTION IN
3 SEC. OR LESS AS PER .B.C. 424.
- THIS SAFETY VACUUM RELIEF SYSTEM IS A
NON - MECHANICAL VENT. SYSTEM THAT WILL
LIMIT THE TRANSMISSION TO SUCTION AT THE
OUTLET TO A MAXIMUM OF 4.5" OF MERCURY.
POOL PIPING PLAN
SCALE: 1/4 " =1' -0"
A
48 SOLID CU.
A
POOL STEEL B
REBAR. —.
A
SAME LEVEL AND TRENCH
AS SUPPLY AND RETURN
2
2" VACUUM LINE.
2" SKIMMER LINE.
2 Y2" DUAL POOL MAIN DRAIN LINE.
1 Y2" VENT. LINE TO EQUIP.
2 " POOL RETURN LINE.
NORTH
APPROVED TO
DIRECT BURIAL.
#8 SOLID CU .
SPLIT BOND
APPROVED
STEEL. CLAMP.
#8 SOLID CU.
WATER PIPE TO PUMP. POOL #8 SOLID CU. B
EQUIP.
ALTERNATIVE DESIGN EQUIVALENT
TO NEC 680.26(C) -
i
POOL EQUIP.
LOAD CALCULATION
SQUARE FEET OF C_0_NDffION_SPACE
1,802
GENERAL LIGHTING W.S.F Y_� —_
5,406
_AT _3
GENERALAPPLIANCESAtJD WATER HEATER
_ 28,000
POOL P_U_MP AT_1_0_0%
� 1,442
1,500
P 00 L ! 5PA L {GHT AT 10090
BLOWER PUMP AT 100 15
0
CONNECTED LOAD WIHTOUT fL'C LOAD
36,348
FIRST 1000 AT 100%
0
_R_..E.
ST ... AT _.__4 40% __- _____-.____...___ ____.
14,539 .
NEAT i O 'P.._ AT 10090
M.......
0
. _ ......
Ar. HEATER LOAD AT 100%
........ ...............................
10,000
TOTAL CONNECTED
24,539
AMPERES
102
36" 0, 4" CONC. TABLE
WITH #4 @ 10" O /C. AT
TOP EACH WAY.
r
12 "0 CONC. COLUMN A '
WITH 4 #4 AND #3
TIE AT 10" T /O. I R I
I 'I
WELL STABILIZED SOIL
OR WELL COMPACTED
FILL WITH 2000 PSF
BEARING VALUE.
CONC. TABLE DETAIL
1/2" = 1' -0"
GARrRI pGE
X50 ERfit
Ulf
CVoM "
N
POOL d% L SKIMMER /IN% N �ENr UN� i
POO� , MAU4 UNE
/ � � I ,Iz MAIN DRAIN
5-
x SPAONO
3 Fr MA
LINE
I �l? rER Ott LINE
I'l2' NSA
POOL /SPA FILTRATION SYSTEM
EQUIPMENT SCHEMATIC
NDYSALrSYSTEM.
JA
,. REr�RN
ELECTRICAL NOTE
1- ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC 2004.
2- NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER
EDGE UNLESS IT 18' OR HIGHER.
3- GROUND ALL BOXES, LIGHTS, MOTORS, LADDERS, ETC. WITH #8 GROUND WIRE.
4- DECK AROUND POOL REQUIRED (4) EQUAL SIDES BONDED WITHIN 3' OF THE RIM.
5- ALL SWIMMING POOL PUMP REQUIRE GFCI BREAKERS AS PER NEC 680.22B.
OUTSIDE
INSIDE
2 # 12 THWN, 2P -20 AMP 1 # 12
THWN CV GND. PROVIDE GFI
EXISTING ELEC.
M
FILTER PUMP.
METER 200 AMP.
F_ — — -I
_ _
-I
I EXISTING
I-
M
O
HOUSE
co
I
1 200 AMP
z
J I
METER I- — —
—
—
o
GFI RECEPTACLE 10'
L J
L — — J
CT
MIN. 20' MAX. FROM
_
,T_
Lo
1iM
o
WATER EDGE.
a
2 # 12 THWN, 1P
-15
15A
O C/) o`po
[�W7
CZ
AMP 1 # 12 THWN
�i
SW
SW
CV GND.
3 #2/ 0 THWN (CU) I
TX
100 W
IN 2" COND. RIGID —�
O
JB
TRANS.
I
GROUND I
0
Y
54 W
— — I
—
POOL
FPL SERVICE I
LIGHT
200 AMP
POOL ELECTRICAL
SCHEMATIC
N.T.S
WATER LEVEL
VARIES (SEE PLAN)
COPING 6x12 ADD. TFLAVERTINE ON _ - -
COMPACTED SAND
(SEE SHEE -1 FOR DETAIL)_
GRADE ^_
z
III
POOL WELL COMPACTED =�
FILL
a
01 x'90, FOR THICKNESS
'os S SEE SCHEDULE
`''' ��cco S'q� /Gs # 3 @ 10" O.C. EACH
WAY SIDES
2
S
STEEL TEXT FORM
� OR KRAFT FORM .
3 @ 10" O.C. EACH
WAY
TYPICAL WALL SECTION
1/2" = 1' -0"
3' -0"
POOL BOTTOM
MAIN DRAIN WITH ANTI - VORTEX
GRATE 16 SQ.IN MINIMUM OPEN
AREA
2 Y2 "0 SUCTION
LINE J
6" (MIN) CONCRETE ALL
AROUND DRAIN SUMP
HYDROSTATIC RELIEF
VALVE
1
)/2"0 x 12" PIPE GRAVELSUMP
1Y2"0 VENT LINE
o JUNCTION BOX
A PUMP
S Q /
JB SWI TCH.
V `Jw
(n
Y'�
TIMER 100 W ��
TRANS.
FILTER
PUMP
MOTOR.
DOUBLE MAIN DRAIN DETAIL
1/211 = 1 -011
TO PU
2' -3" -
SKIMMER DETAIL
1/2" = 1' -0"
PROVIDE DIFFERENT
COLOR TILE NON -SLIP
AT SWIMOUT E
WATER LEVEL
"
WATER LEVEL
SWIMOUT DETAIL
1/2" = 1' -0"
JUNCTION BOX.
COPING z
5' -0" MIN.
". OF SOUTH MIAMI
WATER LINE ao pUILDING DEPT.
S oC4UCTURAL SECTIO I
LL
RE
EO
�1P t EVED
/ /•r 1" 0 PVC.
I LIGHT NICHE (12 VOLT) TO
I' COMPLY WITH S.F.B.C. AND
NEC 680. SEE PLAN FOR
LOCATION.
SWIMOUT DETAIL
1/2" = 1' -0"
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DATE:
FEB. 212, 2012
DRAWN:
L.A.H.
REVISED
A.H.
Sheet
-
SP -2