12-586R-0033350 MCM THIN (CU)
1 -1/2'C
FO
3350 MCM THWN (CU)
2 -V2'C
SEPARETELY NON - DERIVED
21--400A AUTOMATIC
TRANSFER SWITCH
(22AXPO AIC)
3350 MCM THIN (Cu)
2 -1/2'C
O
8 x 8'
33/0 T" JI GRD.
(CU) - 2'C 200
2200 2 150
FUTURE GENERATOR
(BY OTHERS IN SEPARTATE PERM )
(22000 AJ.CJ
TYPICAL
(CU) - 3/4'C
PNL
B
30/0 THIN 116 GRD.
(CU) - 2'C
33/0,1% OF0 THIN (CU) 2'C
I -5/8' COFPERCLAD
Cs�D ROD 'LAD
(METAL)
10 FT. LONCs
5LDCs. STEEL FOUNDATION
R15ER DIAGRAM
NOTEt PROVIDE 08 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL.WHERE
A CONCRETE DECK IS NOT PROVIDED, PROVIDED A " 8 BARE COPPER BOND
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO PANEL.
WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE 05 REINFORC-
ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL.
ELECTRICAL NOTES:
I. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH 2010 FLORIDA RESIDENCE BUILDING CODE.
2ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10' .0'
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS AND RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
111
w
L1
WIRE " 8 COOPER Z
TO POOL EQUIPMENT I8� ' -?'4' M
2 " 12 THHN
IP 20 AMP.
I's 12 THHN CU. GROUND.
PNL
C=FI RECEPTACLE
6' MIN. 20' MAX
FROM WATER LINE 3 " 8 HEAT PUMP
I-I F- 2P40A 40ASW
•33 THLLN ,lab ORO. 2 " 12 THHN TRANSFORMS
(CU) - II/1'C 2P 20 AMP. l PUMP )
2012 THHN 15 W
IF 20 AMP.IBLOWER 120 V.) TRANSFORMER
2" 12 THHN
iP 15 AMP.ILIGTH) SW
I " 12 THHN CU. GROUND.
1P -20 A. SW (LGHT) JB
PROVIDE GFGI
IF 20 AMP. SUK PUMP) JB
2P 20 AMP. BRAKER FOR POOL PUMP. 15 HP BLOWER
120 VOLT
2 HP PUMP
VARIABLE SPEED
(TWO SPEED PUMP) 300 W 12 V 15 W 12 V
230 V. POOL LIGHT SPA LIGHT
120/240V PANEL 'If=" 100A M.L.O.
1 PH, 3W (W, PROOF) SURFACE MTD
CKT. NO.
DESCRIPTION
C/B TRIP
LOAD
WIRE CONDUIT
REMARKS
1,3
C.U. -1
2P -60
6000
2 #6 -3/4 "C
M
5,7
POOL PUMP
2P -25
2000
2 #10 -1/2 "C
ON TIMER
2,4
RECEPTACLES
1P -20
900
#12 -1/2 "C
0
6
LANDSCAPE
1 P -20
1800
IN
It
M O
ON TIMER
8,10
POOL LIGHT
1P-20
600
2'-0* C
CLEAR
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTNUOSLY
GFI
9
POOL HEATER
2P -60
6000
2 #6 -3/4 "C
ON GROUND OR ON MAXIMUM 4' -0' CENTERS WITH CLEVIS HANGERS.
11,12
SPACE
�a
PROJECT NUMBER
13 -18
SPACE
0
"A).• l
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
_r
0
TOTAL
17,300
(72.0 A)
NOTE:PROVIDE LINT S SING
BONDED IN FOUR 360') AROUND POOL <
dJ
POOL STEEL i
NOTE: BOND WIRE TO BE SECU
TO STEEL < GRID WITH APPROVED CLAMP.
TO BE ENCASED IN DECK SLAB
OR CONCRETE BOX PROVIDING
MIN. 3' OF COVER AROUND CLAMP I' NON METALLIC CONDUI
TO JUNCTION BOX
POOL BOND 4 UNDERWATER LIGHT DETAIL
NO SCALE
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60 .000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
APPLICATION OF NEAT TO THE STEEL.
501 L STATEMENT
A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED OF
SAND AND ROCK. A BEARING CAPACITY OF 2000 P.S.F. HAS BEEN
ASSUMED. FURTHER MORE, UPON BREAKINS OF GROUND, A
LETTER SHALL BE 5UBMITED TO THE SUILDINS OFFICIAL VERIFY'INS
AND ATTESTINS THAT THE SITE CONDITIONS ARE SIMILAR
TO TH05E UPON THE DE51SN BASED.
POOL WATER LINE
6•
i
� 0 L
PROVIDE 03 119 10'
HOR < VERT O`O`H � _
, M
PROVIDE
03 a 10' EACH WAY
(MIN. SPLICE 18' )
T`f= POOL SECTION
NO WALE
POOL D
LOAD TABULATION
DEMAND A/c
FNL 'A' = 52.4 525
i�rlL 'B' = 153 5J3�
TOTAL = 61.1 11.1
FIRST 10 KW 9 100% = 100
51.1 KW g 409. =23D6
A/G
POOL C PING
X
ON
0
PROVIDE 03 g 10'
HOR. : VERT
ANTI VORTEX
MANINDRAN ,
HYDROSTATIC
RELIEF VALVE
SET IN WASHED
ROCK BED
WATER LINE
i L
Q)
U
PROVIDE 03 a 10' / m
HOR. t VERT
v
PROVIDE
03 A 10' EACH WAY
WALL SECTION
NO SCALE
POOL
POOL
PROVIDE
HOR
3/A
BULL?
CARTRIDGE
QPOOL FILTER WITH 200
1 SQ.FT. OF SURFACE ARE
NOTE: BALL VALVES
MAY BE SUBSTITUTED
FOR MULTIPORT VALVES
TOTAL = 44.18 KW 086A)
POOL COPING
POOL DECK -\ I 1Si
HEAT PUMP
O01-
Jti�g
\ \�, gP P
. ?00\.* gQ �\A�`
1'
POOL
RECIRCULATION PUMP
VARIABLE SPEED
2.0 HP, 100 GPM AT 60' TDH
SELF PRIMING
ISOMETRIC
1
15 HP BLOWER
120 volt
HEAT PUMP
MOUNTING DETAIL
AViERT1<1 clear
PROVIDE HOP. I =
WATER LINE
013 'g 10' EACH WAY
W/ 18' MIN. SPLICE
SWIMOUT SECTION
NO SCALE
03 g 10' EACH WAY
TYfm STEP SECTION
NO SCALE
ER LINE
4' CONC. SLAB / 6x6 010 /10WWM
2500 PSI CON .MIN.
FIBEm' -saH CO MAY BE USED IN LIEU
OF 6x6 010/1011 AS ALLOWED BY CODE
� II �IIII L� II I�i�lll���ll�lll���lll���lll���lll���lll���ll�lll���lll���l
_ rr WELL COMPACTED FILL
I I- III -III I I -I I I i�
RISERS AT 11= III= III= III = 111''
" EACH I THICKENED EDGE
MIN. CLEA
EACH WAY 3' Will 05 CONTINUOUS
CONCRETE SLAB DETAIL
scale: N.T.S
TEE
SAME SIZE
AS PUMP
SUCTION
450
F--- - ---
M
-
•,
850
TURNOVER (HOURS)
3.9
0.14
all
90
�'� .�aa•C ��`
M
325
kn
0
M
PLUMBING NOTES:
U 00
a
WEIR
0
MAINTAIN
�p
vn
0
Lw
M N kn
Z O
w
En N
t
�
1' -0' CLEAR
IN
It
M O
W O
REAR
2'-0* C
CLEAR
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTNUOSLY
4.
HEAT PUMP
MOUNTING DETAIL
AViERT1<1 clear
PROVIDE HOP. I =
WATER LINE
013 'g 10' EACH WAY
W/ 18' MIN. SPLICE
SWIMOUT SECTION
NO SCALE
03 g 10' EACH WAY
TYfm STEP SECTION
NO SCALE
ER LINE
4' CONC. SLAB / 6x6 010 /10WWM
2500 PSI CON .MIN.
FIBEm' -saH CO MAY BE USED IN LIEU
OF 6x6 010/1011 AS ALLOWED BY CODE
� II �IIII L� II I�i�lll���ll�lll���lll���lll���lll���lll���ll�lll���lll���l
_ rr WELL COMPACTED FILL
I I- III -III I I -I I I i�
RISERS AT 11= III= III= III = 111''
" EACH I THICKENED EDGE
MIN. CLEA
EACH WAY 3' Will 05 CONTINUOUS
CONCRETE SLAB DETAIL
scale: N.T.S
TEE
SAME SIZE
AS PUMP
SUCTION
450
Vf
zi •,�
•,
850
TURNOVER (HOURS)
3.9
0.14
all
90
�'� .�aa•C ��`
DECK AREA ( SQFT)
325
kn
0
ADJUSTABLE LID
PLUMBING NOTES:
U 00
a
WEIR
0
MAINTAIN
�p
vn
BASKET
���p q� (Ml SQ.IN.)
Lw
M N kn
Z O
w
CERAMIC TILE
1' -0' CLEAR
IN
I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40,
W O
REAR
2'-0* C
CLEAR
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTNUOSLY
4.
SKIMMER DETAIL
SIDE
ON GROUND OR ON MAXIMUM 4' -0' CENTERS WITH CLEVIS HANGERS.
a
�a
PROJECT NUMBER
2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL
0
"A).• l
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
_r
0
a
BUILDING DEPARTMENT REQUIREMENTS.
I MAINTAIN
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED
w
W
3' -0' CLEAR
WITH TAMPERPROOF SCREWS.
N
U
FRONt
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
O
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PERTAINS
W
MAINTAIN
r
TO BOUYANCY.
1. THE
2' -0' CLEAR
WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS
SIDE
THAN 8 FEET PER SECOND.
r
S. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS
THAN 10 FEET PER SECOND.
O
S. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET
Z
RADIATION AND NORMAL OPERATING TEMPERATURES.
1' h'1
00
v
00
PROVIDE FACTORY ANCHORS CLAMPS
CONCRETE BASE
WITH IN X 3' STAINLESS STEEL TAPCON
4' THICKNESS MINIMUM
3' -0' MINIMUN
SCREWS AT EACH ANCHORS CLAMP TO CONCRETE
SLAB
UNIT MUST BE INSTALLED TO WITHSTAND
NOTE:
(C:
ANTI
X
116 MPH HURRICANE FORCE WINDS UNIT
THIS HEAT PUMP WAS PROVIDED WITH ANCHOR CLAM
S DESIGNED
MANDRAIN
COVERS
TO HOLD THE UNIT TO THE EQUIPMENT PAD IN HIGH WI
D COND TIONS.
HEAT PUMP
MOUNTING DETAIL
AViERT1<1 clear
PROVIDE HOP. I =
WATER LINE
013 'g 10' EACH WAY
W/ 18' MIN. SPLICE
SWIMOUT SECTION
NO SCALE
03 g 10' EACH WAY
TYfm STEP SECTION
NO SCALE
ER LINE
4' CONC. SLAB / 6x6 010 /10WWM
2500 PSI CON .MIN.
FIBEm' -saH CO MAY BE USED IN LIEU
OF 6x6 010/1011 AS ALLOWED BY CODE
� II �IIII L� II I�i�lll���ll�lll���lll���lll���lll���lll���ll�lll���lll���l
_ rr WELL COMPACTED FILL
I I- III -III I I -I I I i�
RISERS AT 11= III= III= III = 111''
" EACH I THICKENED EDGE
MIN. CLEA
EACH WAY 3' Will 05 CONTINUOUS
CONCRETE SLAB DETAIL
scale: N.T.S
TEE
SAME SIZE
AS PUMP
SUCTION
O \°J \ 1 1/2' HYDROSTATIC RELIEF
TUBS. ONLY ONE REQUIRED
450
Vf
zi •,�
•,
850
TURNOVER (HOURS)
3.9
0.14
all
90
O \°J \ 1 1/2' HYDROSTATIC RELIEF
TUBS. ONLY ONE REQUIRED
450
r.
(.
lie
13100
850
TURNOVER (HOURS)
3.9
0.14
MANDRAIN DETAIL
NO SCALE
90
�'� .�aa•C ��`
DECK AREA ( SQFT)
325
kn
0
ADJUSTABLE LID
U 00
a
WEIR
M
WATER LEVEL CTRETE
�p
vn
BASKET
���p q� (Ml SQ.IN.)
Lw
M N kn
Z O
w
CERAMIC TILE
U
POOL WALL S TION LINE
W O
�3 yr SOUTH PA
ay
E?fJii_%iNG DEP
SKIMMER DETAIL
JLfcruRaL SECT(
Nn SCALE
�a
PROJECT NUMBER
)VED By
"A).• l
POOL DAT,4
_r
SURFACE AREA (SQFT-)
450
49
VOLUME (GALLONS)
13100
850
TURNOVER (HOURS)
3.9
0.14
PERIMETER (FEET)
90
28
DECK AREA ( SQFT)
325
HYDROSTATIC UPLIFT
ELEV. TOP OF POOL WALL
9b0'
DEPTH OF POOL
4B3'
ELEV. TOP OF MAINDRAIN
411'
FLOOD CRITERIA
8�0
ELEV. TOP OF MAINDRAIN
4.11'
POOL IN FLOOD CRITERIA
323'
LESS 2' .0' HYDROST VALVE
123'
SLAB THICKNESS REQUIRED
6"
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
APPROVED
INDICATED
DATE SCALE
SHEET NO:
3 OF : 3
r
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.- kill
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a