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r
NOTE: SEE MANUFACTURER'S DRAWING FOR
EXACT INLET LOCATION.
EXISTING
RESIDENCE
WEATERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
FLOC CLEMEIR FLAN
EXIST.
SLAB
11'3"
1/8".1
2" C EANER
RETURN LINE
BULLNOSE
COPING
•
6' 10"
EXIST.
SLAB
113 2'2"
Poop LAYOUT
1/4".1'0"
4
N
INLET
4'9" 2'5'
SKIMMER m
CONCRETE DECK
1
I'6 "x5'0"
e WIMOUT
0
MAINDRAIN
6
4.00
m
15W
12V
LGT
EXIST.
SLAB
S0.4
SEPTIC
LANK
POOL
EQUIP
121.5
N.E. 1 AVENUE
PANEL METER
SITE PLAN
Q1
i
30.11 34.11
1 " =20'
EQUIP
41.13
14. -5
15.03
• d.
• 0
19.01—
o WATER
E
4J
ACCESS
F— •
O
o EXIST. FENCE
o I
2004 O.N.
o SERVICE
O
of
•
O
N.W. 95 STREET
LOC4TION FLAN
SELF CLOSING
SELF LATCHING
GATE
4
NE. 94 STREET
4
0
0
o U
1_ 0
o
o_ tu
_1 a
Li
f c z
0
0
7
ELEV. TOP or POOL WALL
9.0
DEPTH or POOL
6.0
ELEV. TOP OF MAINDRAIN
3.0
FLOOD CRITERIA
6.5
ELEV. TOP or MA INDRAIN
3.0
POOL IN FLOOD CRITERIA
35
LESS 2 '0" HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6 t
SURFACE AREA (SQ. Pt.
328
VOLUME (GALLONS)
11000
TURNOVER (HOURS)
8
PERIMETER (FEET)
16
DECK AREA (SQ. FT.)
350
THICK GUNITE
3 BARS AT 12
6 " THICK GUNI1E
WITH * 3 BARS
NOTE: STEP STEEL
Not REQUIRED
WATER LEVEL
WEIR
CERAMIC TILE THROAT
POOL COPING
SAME THICKNESS
AS WALL
6" CERAMICS
SUJIMOLI•T DETAIL
SUB TOTAL = 29115 WATTS
FIRST 10KW AT 100% = 10000W
19115W AT 40% = 1610W
TOTAL 11610 WATTS
AIR HANDLER = 10000 WATTS
POOL PUMP = 2500 WATTS
TOTAL = 30110 WAITS
WATER LEVEL
BRICK OR STONE
COPING
WALLS REINFORCED WITH
"" CENTERS BOTH WAYS
FLOOR SLAB REINFORCED
AT 12° " CENTERS BOTH WAYS.
" 12" 12"
STEP DETAIL
WATER LEVEL
NO SCALE
NO SCALE
4 RISERS AT 10
OPTIONAL 2" TILE OF
CONTRASTING COLOR
ADJUSTABLE LID
2" TILE STRIP OF
CONTRASTING COLOR
2800 SQ.FT. x 3 WATTS /SQ. FT. = 8400W
WATER HEATER = 450011J
APPLIANCE = 3000W
MICROWAVE = 1200W
RANGE = 12000W
REFRIDGERATOR = 1200W
DISHWASHER = 1200W
DISPOSAL = 1200W
DRYER = 5000W
CLOTHES WASHER = 1200W
GARAGE DOOR = 1000W
POOL LIGHTING = 15W
FOOL SECTION
CONCRETE
BASKET (MIN 15 SQ.IN.)
SUCTION LINE
SKIMMER DETAIL
NO SCALE
" EACH
LOAD BKR
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
NO SCALE
METER 0
MIN. 18" BELOW WATER
LEVEL
DESCRIPTION
2'3BARS ,
ACROSS NICHE
30110 WAITS / 240 VOLTS = 125.11 AMPS
1- 2P -20A
1 -1P -154 2 •
HOUSE 1
PANEL O TIMER
3 x'12 THWN IN
14 THWN + 1 x'12 TI•4WN
1/2" CONDUIT
1/2" CONDUIT 4 2 HP PUMP
1 1/2" POOL WASTE
RECIRCULATION PUMP
21- 4P,50 GPM AT60' H
SELF- PRIMING
j 6 12 VOLT
JUNCTION POOL
L IGHt
110V/12 V BOX
TRANSFORMER
ELECTRIC RISER ID IACIR41"I
Il POOL WALL STEEL
1/2" NON METAL IC CONDUIT
1 TO JUNCTION E3OX
' ' LIGI. -4t BOUY
i � BOND WIRE TO
,. POOL STEEL
2 * 14 tHWN + 1 *12 THWN
IN 1/2" CONDUIT
NO SCALE
LiNIDERW4T =IR L IC11-4T DETAIL
CIRCUIT NO. CIRCUIT NO.
NO SCALE
DESC
AIR RELIEF VALVE
3 WAY
VALVE
POOL FILTER WITH 48
SQUARE FEET OP FILTER
SURFACE ARE
PRESSURE D.E.
EOU1FMENT ISOMETRIC
NO SCALE
PLUMBING NOTES:
SOIL NOTE:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
I +'5 BAR CONTINUOUS
— 4" CONCRETE SLAB
\ 6x6 10/10 W.M.R
SL4E3 SECTION
NO SCALE
BASED ON A VISUAL INSPECTION OF THE SITE, SOIL
CONDITIONS ARE ADEQUATE FOR THE DESIGN BEARING
CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION,
CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, TI-4E
ENGINEER SHALL BE NOTIFIED.
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLS, SPAS AND HOT TUBS AND
COMBINATIONS THERETO, SHALL COM-
PLY WITH THE BARRIER REQUIREMENTS
OF ARTICLE 5001 OF THE SOUTH FLORIDA
BUILDING CODE. SAFETY WARNING SIGNAGE
SHALL BE PROVIDED IN COMPLIANCE
WITH ARTICLE 5001.5 ENTITLED 'SPECIAL
PROVISIONS'
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH HEAVY DUTY
PLUMBING STRAP.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
81-1ALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WI
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL NAVE A MINIMUM 6 SQ. IN.
OPEN AREA.
6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL 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 SHAOWING EXPECTED A5 BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IP NECESSARY.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P51.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P51.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OP 2500 PSI.
FOOL. DATA:
HYDROSTATIC UPI- FT
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 t0 THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
Q
in
1-
0
4
o
L
rci
-
E
20
0
IL
4 2
1--
z
N
0
6500
40
A/C COMPRESSOR
1
2
RANGE
60
60
12000
40
3
4
10000
60
AIR HANDLER
5
6
REFRIDCERATOR
20
1200
60
1
8
DISHWASHER
20
1200
4500
30
WATER HEATER
9
10
DISPOSAL
20
1200
30
11
12
DRYER
30
30
_
5000
1500
20
APPLIANCE
13
14
1500
20
APPLIANCE
15
16
CLOTHES WASHER
20
1200
1200
20
MICROWAVE
11
18
GARAGE DOOR
20
1000
15
LIGHTING
19
20
LIGHTING
15
15
LIGHTING
21
22
LIGHTING
15
15
LIGHTING
23
24
L IGHTING
15
15
LIGHTING
25
_ 26
LIGHTING
15
15
L1(1171Nrs
21
28
P
20
2500
29
. 30
20
31
32
POOL LIGHTING
15
15
THICK GUNITE
3 BARS AT 12
6 " THICK GUNI1E
WITH * 3 BARS
NOTE: STEP STEEL
Not REQUIRED
WATER LEVEL
WEIR
CERAMIC TILE THROAT
POOL COPING
SAME THICKNESS
AS WALL
6" CERAMICS
SUJIMOLI•T DETAIL
SUB TOTAL = 29115 WATTS
FIRST 10KW AT 100% = 10000W
19115W AT 40% = 1610W
TOTAL 11610 WATTS
AIR HANDLER = 10000 WATTS
POOL PUMP = 2500 WATTS
TOTAL = 30110 WAITS
WATER LEVEL
BRICK OR STONE
COPING
WALLS REINFORCED WITH
"" CENTERS BOTH WAYS
FLOOR SLAB REINFORCED
AT 12° " CENTERS BOTH WAYS.
" 12" 12"
STEP DETAIL
WATER LEVEL
NO SCALE
NO SCALE
4 RISERS AT 10
OPTIONAL 2" TILE OF
CONTRASTING COLOR
ADJUSTABLE LID
2" TILE STRIP OF
CONTRASTING COLOR
2800 SQ.FT. x 3 WATTS /SQ. FT. = 8400W
WATER HEATER = 450011J
APPLIANCE = 3000W
MICROWAVE = 1200W
RANGE = 12000W
REFRIDGERATOR = 1200W
DISHWASHER = 1200W
DISPOSAL = 1200W
DRYER = 5000W
CLOTHES WASHER = 1200W
GARAGE DOOR = 1000W
POOL LIGHTING = 15W
FOOL SECTION
CONCRETE
BASKET (MIN 15 SQ.IN.)
SUCTION LINE
SKIMMER DETAIL
NO SCALE
" EACH
LOAD BKR
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
NO SCALE
METER 0
MIN. 18" BELOW WATER
LEVEL
DESCRIPTION
2'3BARS ,
ACROSS NICHE
30110 WAITS / 240 VOLTS = 125.11 AMPS
1- 2P -20A
1 -1P -154 2 •
HOUSE 1
PANEL O TIMER
3 x'12 THWN IN
14 THWN + 1 x'12 TI•4WN
1/2" CONDUIT
1/2" CONDUIT 4 2 HP PUMP
1 1/2" POOL WASTE
RECIRCULATION PUMP
21- 4P,50 GPM AT60' H
SELF- PRIMING
j 6 12 VOLT
JUNCTION POOL
L IGHt
110V/12 V BOX
TRANSFORMER
ELECTRIC RISER ID IACIR41"I
Il POOL WALL STEEL
1/2" NON METAL IC CONDUIT
1 TO JUNCTION E3OX
' ' LIGI. -4t BOUY
i � BOND WIRE TO
,. POOL STEEL
2 * 14 tHWN + 1 *12 THWN
IN 1/2" CONDUIT
NO SCALE
LiNIDERW4T =IR L IC11-4T DETAIL
CIRCUIT NO. CIRCUIT NO.
NO SCALE
DESC
AIR RELIEF VALVE
3 WAY
VALVE
POOL FILTER WITH 48
SQUARE FEET OP FILTER
SURFACE ARE
PRESSURE D.E.
EOU1FMENT ISOMETRIC
NO SCALE
PLUMBING NOTES:
SOIL NOTE:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
I +'5 BAR CONTINUOUS
— 4" CONCRETE SLAB
\ 6x6 10/10 W.M.R
SL4E3 SECTION
NO SCALE
BASED ON A VISUAL INSPECTION OF THE SITE, SOIL
CONDITIONS ARE ADEQUATE FOR THE DESIGN BEARING
CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION,
CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, TI-4E
ENGINEER SHALL BE NOTIFIED.
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLS, SPAS AND HOT TUBS AND
COMBINATIONS THERETO, SHALL COM-
PLY WITH THE BARRIER REQUIREMENTS
OF ARTICLE 5001 OF THE SOUTH FLORIDA
BUILDING CODE. SAFETY WARNING SIGNAGE
SHALL BE PROVIDED IN COMPLIANCE
WITH ARTICLE 5001.5 ENTITLED 'SPECIAL
PROVISIONS'
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH HEAVY DUTY
PLUMBING STRAP.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
81-1ALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WI
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL NAVE A MINIMUM 6 SQ. IN.
OPEN AREA.
6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL 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 SHAOWING EXPECTED A5 BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IP NECESSARY.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P51.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P51.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OP 2500 PSI.
FOOL. DATA:
HYDROSTATIC UPI- FT
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 t0 THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
Q
in
1-
0
4
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20
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to,. 43'
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17(LILL � P'1OE INTO c * C >✓G1 TIt�� ` ► _K.�C•
e+otacs2 Y •et 300.0 p51
9" f er t, Re ItOr. ', l t-tiv a GO cco 1
4L ' -rd : :e111;41t- tz
TYP I ,..___•::c1710
X 9T, IWO.._CAR.Pdt
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`'rc:›-.i C.1VM /Sk1 p± _
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10'L N. E , q4
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a J ' •'° , '/l. oi.e s /4d
EXISTING
RESIDENCE
WEATERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
NOTE: SEE MANUFACTURER'S DRAWING FOR
EXACT INLET LOCATION.
FLOOi2 CLEANER FLAN
1/13".1'0"
EXIST.
SL AB
11'3"
2" C EANER
RETURN LINE
6'10"
EXIST.
SLAB
FOOL LAYOUT
1/4"=1'0"
4'
CONCRETE DECK
I'6 "x5'0"
SWIMOUT
0
MAINDRAI•
6'10"
15W
12V
LGT
EXIST.
SLAB
SEPTIC
TANK
POOL
EQUIP
N.E. 1 AVENUE
PANEL METER
SITE FLAN
1 " =20'
30.11
34.11
EQUIP
4113
ACCESS
9.01 - -
N.W. 95 STREET
WATER
SELF
SELF
GATE
CLOSING
LATCHING
N.E. 94 STREET
ELEV. TOP OP POOL WALL
9.0
DEPTH OP FOOL
6.0
ELEV. TOP OF MAINDRAIN
3.0
FLOOD CRITERIA
6.5
6500
40
A/C COMPRESSOR
1
2
RANGE
60
12000
40
3
4
60
10000
60
AIR HANDLER
5
6
REFRIDGERATOR
20
1200
60
1
a
DISHWASHER
20
1200
4500
30
WATER HEATER
9
10
DISPOSAL
20
1200
5000
1200
1000
30
11
12
14
DRYER
30
30
20
20
1500
20
APPLIANCE
13
1500
20
APPLIANCE
15
16
10
CLOTHES WASHER
GARAGE DOOR
1200
20
MICROWAVE
11
15
LIGHTING
19
20
LIGHTING
15
15
LIGHTING
21
22
24
26
L IG -LING
LIGHTING
LIGHTING
15
15
15
15
15
LIGHTING
LIGHTING
23
25
15
LI(4HTIN(i
21
28
POOL PUMP
20
2500
29
*30
20
31
32
POOL LIGHTING
15
15
ELEV. TOP OP POOL WALL
9.0
DEPTH OP FOOL
6.0
ELEV. TOP OF MAINDRAIN
3.0
FLOOD CRITERIA
6.5
ELEY. TOP OF MAINDRAIN
3.0
POOL IN FLOOD CRITERIA
3.5-
LESS 2'0" HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6"
SURFACE AREA (SQ. Ft)
328
VOLUME (GALLONS)
11000
TURNOVER (HOURS)
8
PERIMETER (FEET)
16
DECK AREA (SQ. Pt)
350
6 1H1CK GUNITE
0 3BARSAT12
" THICK GUNITE
WITH 3 BARS
NOTE: STEP STEEL
NOT REQUIRED
WATER LEVEL
CERAMIC TILE THROAT
POOL COPING
SAME THICKNESS
A5 WALL
6" CERAMICS
WALL REINFORCED WITH
"" CENTERS BOTH WAYS
FLOOD SLAB REINFORCED
At 12" " CENTERS BOTH WAYS.
IS" 12'
STEP DETAIL
\WEIR
POOL WALL
SKI
MAX. 1:1 SLOPE ,ANTI N VORTEX
12"
NO SCALE
■fir
aia
vr
2800 SOFT. x 3 WATTS /SQ. FT
WATER HEATER = 4500W
APPLIANCE = 3000W
MICROWAVE = 1200W
RANGE = 12000W
REFRIDGERATOR = 1200W
DISHWASHER = 120
DISPOSAL = 1200W
DRYER = 5000W
CLOTHES WASHER r 1200W
GARAGE DOOR = 1p00W
POOL LIGHTING = 15W
SUB TOTAL = 29115 WATTS
FIRST 10KW AT 100* = 10000W
19115W AT 40% = 16110W
TOTAL 11610 WATTS
AIR HANDLER = 10000 WATTS
POOL PUMP = 2500 WATTS
TOTAL = 30110 WATTS
ADJUSTABLE LID
WATER LEVEL
4 RISERS AT 10 " EACH
OPTIONAL 2" TILE OF
CONTRASTING COLOR
CONCRETE
BASKET (MIN 15 SQ.IN.)
SUCTION LINE
MER DETAIL
WATER LEVEL
TILE STRIP OF
NTRASTING COLOR
ETFAIL
NO SCALE
8400W
NO SCALE
BRICK OR STONE
COPING
.nui1
POOL SECTION
LOAD BKR
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK BED
NO SCALE
F.P.L. _ L.
METER 0
MIN. 18" BELOW WATER
LEVEL
DESCRIPTION
HOUSE
PANEL
3 *12 II-UN IN
1/2" CONDUIT
2*3BARS ,
ACROSS NICHE
30110 WATTS / 240 VOLTS = 125.11 AMPS
1- 2P -20A
1- 1P -15A
RECIRCULATION PUMP
2 HP, 50 GPM AT 60' TDH
SELF- PRIMING
2* 14 THWN +1*12THUJN
1/2" CONDUIT
MB
JUNCTION
TIMER
110V/ 2V BOX
TRANSFORMER
4 2 HP PUMP
ELECTRIC 1RISEIR DIAGRAM
POOL WALL STEEL
1/2" NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BOUY
BOND WIRE TO
POOL STEEL
CIRCUIT NO. CIRCUIT NO.
1 1/2" POOL WASTE
AIR RELIEF VALVE
2 * 14 THWN + 1 *12 THWN
IN 1/2" CONDUIT
NO SCALE
UNDERWATER L IC- I--4 DETAIL
NO SCALE
12 VOLT
POOL
LIGHT
DESCRIPTION
POOL FILTER WITH 48
SQUARE FEET OF FILTER
SURFACE AREA
PRESSURE D.E.
3 WAY
VALVE
EQUIPMENT ISOMETRIC
BKR LOAD
SOIL NOTE:
NO SCALE
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
1 11 5 BAR CONTINUOUS
— 4" CONCRETE SLAB
•_ •
8'l' 6x6 10/10 WM.R
SLAE3 SECTION
NO SCALE
BASED ON A VISUAL INSPECTION OF THE SITE, SOIL
CONDITIONS ARE ADEQUATE FOR THE DESIGN BEARING
CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION,
CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
POOL, SPA AND HOT TUB BARRIERS:
ALL POOLS, SPAS AND HOT TUBS AND
COMBINATIONS THERETO, SHALL COM-
PLY WITH THE BARRIER REQUIREMENTS
OF ARTICLE 5001 OF TI-4E SOUTH FLORIDA
BUILDING CODE. SAFETY WARNING SIGNAGE
SHALL BE PROVIDED IN COMPLIANCE
WITH ARTICLE 5001.5 ENTITLED 'SPECIAL
PROVISIONS'
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH HEAVY DUTY
PLUMBING STRAP.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 50043 OP THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 SQ. IN.
OPEN AREA.
6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OP THE NATIONAL ELECTRICAL 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 SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OP 3000 PSI.
2. ALL REINFORCING STEEL SHALL NAVE 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.
POOL. DATA:
HYDROSTATIC UPL. I I=t
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.
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