12-300-005EL. +10.96'
Y T.O. COPING
rih EL. +10.79'
FINISH DECK
'�� /i� /iii / /i� /i (• WADE ENTRY WATER LINE
1 " 1 • " • err \ / / \ / / \ / / \ / / \ / / \/r r/ // r \/
l /!. /.
POOL
4 " 6" SHOTCRETE WALL REINF.
WITH #3 @10" EACH WAY,
�• "' I ENTER STEEL IN WALL U.O.N.
6" SHOTCRETE SLAB REINF. WITH ., 1:3 SLOPE MAX.
#3@10" EACH WAY, 3 CLEAR BOTTOM. \ 1:7 SLOPE MAX. �� \�i�� / \N�`�i�`��
/r/`i ///
_• — • _ _ \ \\ \ s WELL STABILIZED SOIL OR WELL
/ \'\ y %\'
rr /rrrr �' r''�
y'�\ `�i;%
COMPACTED FILL WITH 2000 PSF
. �r� \\N`\�r� \� /� \��� / /� /� \�� BEARING VALUE.
WELL STABILIZED SOIL OR WELL
COMPACTED BEARING VALUE. WITH 2000 PSF 6" SHOTCRETE SLAB
\ \ \ \ \ \ \ MAIN DRAIN. ` Y)-!'
,\<rx r ' r\/
/ /� \ � REINF. WITH #3 @10" EACH SEE DETAIL.
WAY, 3" CLEAR BOTTOM.
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
Y4 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.
( ^1
WADE
ENTRANCE
SECTION 1
1/2" = 1' -0"
p --
- I SWIMOUT
— — — — — — — — — — — — -
-- --------------- - - - - ---- \
1
1 I
I
1 Y" BUBBLER JET LINE I I
VENT. PIPE MAX. LENGTH
HP
FLOW RATE
VENT. SIZE
MAX. LENGTH
%
55 gpm
1 y2•
29 LF
1.0
75 gpm
1 y2"
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 y2"
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"
z I I
2" VACUUM LINE.
2" SKIMMER LINE.
2 2" DUAL POOL MAIN DRAIN LINE.
1 2" VENT. LINE TO EQUIP.
2" POOL RETURN LINE.
A #8 SOLID CU. APPROVED TO
DIRECT BURIAL
#8 SOLID CU 18" MIN. TO 24" MAX. FROM A A #8 SOLID CU .
CONTOUR OF POOL 360 DEGREES WITH 4 B POOL STEEL B
EQUAL BOUNDING POINTS TO THE POOL REBAR. ir
STEEL 6' DEPTH MIN. SPLIT BOND
B
APPROVED
STEEL. CLAMP.
#8 SOLID CU.
A
SAME LEVEL AND TRENCH
AS SUPPLY AND RETURN p
WATER PIPE TO PUMP. POOL #8 SOLID CU. p
EQUIF.
ALTERNATIVE DESIGN EQUIVALENT n
TO NEC 680.26(C)
I I I
I I I I
I�
POOL EQUIP.
LOAD CALCULAMON
SQUARE FEET OF CONDITION SPACE
1.802
GENERAL LIGHTING AT 3 W.S_F
5,406
GENERAL APPLIANCES AND WATER HEATER
28,000
POOL PUMP AT 10% �- ._m •......_
�++POOLlSPALIGHTAT100
1,442
_.M�. •1,500
°o
IL C:)
BLOWER PUMP AT 100%
0
CONNECTED LOAD W[HTOUT AfC LOAD
36,348
FIRST 10000 AT 100%
0
REST 'A' T 4- _046
14,539
HEAT PUMP AT 10%
0
AfC 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.
12 "0 CONC. COLUMN
WITH 4 #4 AND #3
TIE AT 10" T /O. I
/ ` c�
• T •
WELL STABILIZED SOIL
OR WELL COMPACTED
FILL WITH 2000 PSF
BEARING VALUE.
CONC. TABLE DETAIL
1/2" = 1' -0"
CARrRI pGE
150 Sf.
f1LrER
VMER�_
P py' N S A(NER�
2NA1R & l
D U M LINE'►I ^ \ ��
PC IMER INE
VENr�IN� JA
VAc - U L
K
i 2 ���5 IN DRS LINE
' - ' , MAIN
R IN
AX SPACING
3�M
112' , 0001 LINE
I 1ER fA�L UNE
i Ili
POOL / SPA FILTRATION SYSTEM
EQUIPMENT SCHEMATIC
YSA�rsysl EM.
JA N19
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
1/2" = 1' -0"
INSIDE
2 # 12 THWN, 2P -20 AMP 1 # 12
w
THWN CV GND. PROVIDE GFI
EXISTING ELEC.
IL C:)
WELL COMPACTED —�
FILL
JB SWITCH.
FILTER PUMP.
METER 200 AMP.
(- — —
�p
COPING
_ _
@
I EXISTING
z
I-
O
HOUSE
N
J
SEE SCHEDULE
LL
w �
I
I
200 AMP
'Qyp /G �p
WAY SIDES
METER r- — —
—
— J I
GFI RECEPTACLE 10'
L _ J
— —
�- _
z
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# 3 @ 10" O.C. EACH
MIN. 20' MAX. FROM
WAY
1I'�1l"•'' l�
•-
o
WATER EDGE.
I
2# 12 THWN, 1
P -15
15 A
AMP 1 # 12 THWN
SW
SW
CV GND.
3 #210 THWN (CU) I
x
U
100 W
IN 2" COND. RIGID
I
TX
o
JB
TRANS.
GROUND I
0
54 W
— — �—
—
POOL
FPL SERVICE
LIGHT
200 AMP
POOL ELECTRICAL
SCHEMATIC
N.T.S
VARIES (SEE PLAN)
COPING 6x12 ADD. TFLAVERTINE ON
COMPACTED SAND
WATER LEVEL (SEE SHEE -1 FOR DETAIL)
GRADE
z
1/2" = 1' -0"
w
& 20 A PUMP
POOL
IL C:)
WELL COMPACTED —�
FILL
JB SWITCH.
�CU
JUNCTION BOX.
z
cl)
�p
COPING
FOR THICKNESS
@
�,, /G
z
o
O+ s
p
J
SEE SCHEDULE
LL
w �
5' -0" MIN.
# 3 @ 10" O.C. EACH
'Qyp /G �p
WAY SIDES
TIMER
TRANS"
s
I
STEEL TEXT FORM
OR KRAFT FORM
z
I \ \\ :
# 3 @ 10" O.C. EACH
WAY
1I'�1l"•'' l�
•-
TYPICAL
WALL
SECTION
\ \� \� \� \�;
�! < \� 1" 0 PVC.
MOTOR.
U
w
1/2" = 1' -0" -
3' -0"
MAIN DRAIN WITH ANTI - VORTEX
GRATE 16 SQ.IN MINIMUM OPEN
POOL BOTTOM AREA
2 Y2 "O :SUCTION
LINE •— ; — — J
6" (MIN) CONCRETE ALL
.e A AROUND DRAIN SUMP
s �� HYDROSTATIC RELIEF
°b �o o VALVE
1 Y2-0 VENT LINE 1 Y2" 0 x 12" PIPE GRAVEL SUMP
DOUBLE MAIN DRAIN DETAIL �
TO PU
2' -3" _. _ Ir
WATER LEVEL
SKIMMER DETAIL
1/2" = 1' -0"
PROVIDE DIFFERENT
COLOR TILE NON -SLIP
AT SWIMOUT EDGE
COPING
WATER LEVEL
1
T :�j CITY OJ i.Ju fH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
`%:`i'; ?DVED BY .•., ..
J L� 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"
F7
1/2" = 1' -0"
o JUNCTION BOX
& 20 A PUMP
IL C:)
JB SWITCH.
�CU
JUNCTION BOX.
c
1 - - m
_o C
r
COPING
z
z N p'
J
LL
w �
5' -0" MIN.
100 W
zw
C
TIMER
TRANS"
WATER LINE
cox
Z
. W
z
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u.
E.\
1I'�1l"•'' l�
•-
/� /� /� //
/�\
0
w
Y
FILTER
PUMP
\ \� \� \� \�;
�! < \� 1" 0 PVC.
MOTOR.
J L� 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"
F7
-
co
co
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�CU
c
1 - - m
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r
L
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LL
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DATE:
FEB. 212, 2012
DRAWN:
LA.H.
REVISED
A.H.
Sheet -'
SP-2