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200 A.
ua.
SERVICE
PANEL
METER
INTERLOCKING BRICK
2' SAND BED -
ROCK BASE —
POOL WALL
613
643
WATER
RESIDENCE
NE 34th ST
POOL COPING
E3121CK ON SAND DETAIL-
NO SCALE
STRAIGHT OR
CURVED WALL UNIT
BLOCK LADDER
RE INFORCEMENT
POOL -SPA WALL
CLASS ISLOCK DETAIL_
NO SCALE
EXISTING
PATIO
WEATHERPROOF GFI
RECEPTACLE LOCATED 10 -20
FEET FROM POOL WATER EDGE
TURBO
SKIMMER
PRESSURE
CLEANER
1-3ULLNOSE
COPING
INLET
6 -6' 5 3 -6"
6'x18'
SWIMOUT
SOLAR
RETURN
0
BRICK ON
SAND
MAIN
DRAIN
EXISTING
RESIDENCE
2' VENT
GLASS
BLOCK
HAND
HOLD
ELEV: +6'
ELEV: +6'
POOL
EQUIPMENT
WPM
IMINIMIKEIMENIENEEMEIRESIE
KENNct F • ER. P.E.
CIVIL IN
122 @2
_MAR 15, 2000
DATE
FPL.
METER
6' CERAMICS
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
3 "12 THU.N IN
1 '2 ' CONDUIT
6' THICK GUNITE WALLS REINFORCED WITH
" 3 BARS AT 10' CENTERS BOTH WAYS
6' THICK GUNITE FLOOR SLAB REINFORCED
WITH * 3 BARS AT 10 ' CENTERS BOTH WAYS.
125A UL APPROVED
AQU ADYNE PANEL
I- 2P -50A 110V /12V
1- 2P -20A TRANSFORMER M4 THUN FOR 15W
1-1P-15,4 GFI
200 9'6
AMP V 5 HP HEAT PUMP
PNL �; {
TIMER 4
SWITCH
POOL SECTION
NO SCALE
3 0 8 THWN IN 3 4' COND.
WATER LEVEL
ANTI vORTEX
MAINDRAIN
2 •••• THWN +1"12
THWN IN I' COND.
24P PUMP
a
24V D.G. TRANSFORMER
ELECTRIC RISER D I4C RAM
NO SCALE
4ND OL.D DETAIL.
NO SCALE
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 CLEvI8
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL RUCTION PIPING SHALL BE 2' DIAMETER AND ALL
PRESSURE PIPING 11/2 DIAMETER UNLESS OtHERUJISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 50043 OF TI-4E SOUTH FLORIDA BUILDING CODE.
5. ANTI vORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
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 BE4ALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P81.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P81.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 25001
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED ,A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
BRICK OR STONE
COPING
11/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS.
••• 0 10 THWN FOR 200W
SAFETY NOTES:
BOIL NOTE:
MIN. 18' BELOW WATER
LEVEL
2"3 BARS
ACROSS NICHE
1 1/2' POOL WASTE
qr 3 WAY VALVE
RECIRCULATION PUMP
2 1 k HP, 10 GPM AT 60' TDH
SELF- PRIMING
EQUIPMENT ISOMETRIC
NO SCALE
POOL WALL STEEL
1' NON METALIC CONDUIT
TO JUNCTION BOX
BOO
LIGHT BO
BOND WIRE TO
POOL STEEL
UNDERWATER L.IC 4T DETAIL -
NO SCALE
1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT
ALL SWIMMING FOOL AND SPA AREAS READILY v!6IBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N8P( - - 95.
2. TI-4E WARNING SIGN, A5 PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
'THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CI•4ILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU).'
3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN I5 OPEN.
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLS, SPAS AND 1-40T TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 15
BEING OPENED. THE ALARM 81 -1ALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 16 OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HOARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. THE DEACtIVATON SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
DOOR
BARED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WITH 150
SQUARE FEET OF FILTER
SURFACE AREA
_ CARTRIDGE
3 WAY VALVE
WATER LEVEL C
WEIR
TURBO
BOOST
INLET
5 HP HEAT PUMP
POOL COPING
NOTE: STEP STEEL
NOT REQUIRED
POOL DECK
SKIMMER SECTION
NO SCALE
ANT I VORTEX
MAINDRAIN
T
12' 12' 12'
STEP DETAIL.
NO SCALE
OPTIONAL STONE
BRICK OR 12' 10' COPING
STONE r - ? WATER LEVEL
COPING
SUJIMOUT DETAIL
NO SCALE
WATER LEVEL
SWIMMING POOL
WALL
SPA POOL SECTION
NO SCALE
OPTIONAL 2' TILE OF
CONTRASTING COLOR
6' THICK BHOTCRETE SPA FLOOR AND
WALLS REINFORCED WITH *3 BARS AT
16'CENTER6.
POOL AND SPA DATA:
SPA POOL SWIMMING POOL
49 SURFACE AREA (60. FT.) 448
1000 VOLUME (GALLONS) 14000
1.0 TURNOVER (HOURS) 10
21 PERIMETER (FEET) 86
DECK AREA 15Q. FT.) 632
-4 i DROST4TIC UPLIFT
ELEV. TOP OF POOL WALL 10m
DEPTH OF POOL 6 0
ELEV. TOP OF MAINDRA1N 4..0 .
FLOOD CRITERIA 6 0
ELEV. TOP OF MAINDRA1N 4.0
POOL IN FLOOD CRITERIA 2 0
LESS 2'0' HYDROSTATIC VALVE 00
SLAB THICKNESS REQUIRED 6'
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
A8 SLAB THICKNESS REQUIRED.
•
WPM
IMINIMIKEIMENIENEEMEIRESIE
KENNct F • ER. P.E.
CIVIL IN
122 @2
_MAR 15, 2000
DATE
FPL.
METER
6' CERAMICS
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
3 "12 THU.N IN
1 '2 ' CONDUIT
6' THICK GUNITE WALLS REINFORCED WITH
" 3 BARS AT 10' CENTERS BOTH WAYS
6' THICK GUNITE FLOOR SLAB REINFORCED
WITH * 3 BARS AT 10 ' CENTERS BOTH WAYS.
125A UL APPROVED
AQU ADYNE PANEL
I- 2P -50A 110V /12V
1- 2P -20A TRANSFORMER M4 THUN FOR 15W
1-1P-15,4 GFI
200 9'6
AMP V 5 HP HEAT PUMP
PNL �; {
TIMER 4
SWITCH
POOL SECTION
NO SCALE
3 0 8 THWN IN 3 4' COND.
WATER LEVEL
ANTI vORTEX
MAINDRAIN
2 •••• THWN +1"12
THWN IN I' COND.
24P PUMP
a
24V D.G. TRANSFORMER
ELECTRIC RISER D I4C RAM
NO SCALE
4ND OL.D DETAIL.
NO SCALE
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 CLEvI8
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL RUCTION PIPING SHALL BE 2' DIAMETER AND ALL
PRESSURE PIPING 11/2 DIAMETER UNLESS OtHERUJISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH
ARTICLE 50043 OF TI-4E SOUTH FLORIDA BUILDING CODE.
5. ANTI vORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
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 BE4ALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P81.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P81.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 25001
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED ,A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
BRICK OR STONE
COPING
11/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS.
••• 0 10 THWN FOR 200W
SAFETY NOTES:
BOIL NOTE:
MIN. 18' BELOW WATER
LEVEL
2"3 BARS
ACROSS NICHE
1 1/2' POOL WASTE
qr 3 WAY VALVE
RECIRCULATION PUMP
2 1 k HP, 10 GPM AT 60' TDH
SELF- PRIMING
EQUIPMENT ISOMETRIC
NO SCALE
POOL WALL STEEL
1' NON METALIC CONDUIT
TO JUNCTION BOX
BOO
LIGHT BO
BOND WIRE TO
POOL STEEL
UNDERWATER L.IC 4T DETAIL -
NO SCALE
1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT
ALL SWIMMING FOOL AND SPA AREAS READILY v!6IBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N8P( - - 95.
2. TI-4E WARNING SIGN, A5 PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
'THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CI•4ILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU).'
3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN I5 OPEN.
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLS, SPAS AND 1-40T TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 15
BEING OPENED. THE ALARM 81 -1ALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 16 OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HOARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. THE DEACtIVATON SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
DOOR
BARED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WITH 150
SQUARE FEET OF FILTER
SURFACE AREA
_ CARTRIDGE
3 WAY VALVE
WATER LEVEL C
WEIR
TURBO
BOOST
INLET
5 HP HEAT PUMP
POOL COPING
NOTE: STEP STEEL
NOT REQUIRED
POOL DECK
SKIMMER SECTION
NO SCALE
ANT I VORTEX
MAINDRAIN
T
12' 12' 12'
STEP DETAIL.
NO SCALE
OPTIONAL STONE
BRICK OR 12' 10' COPING
STONE r - ? WATER LEVEL
COPING
SUJIMOUT DETAIL
NO SCALE
WATER LEVEL
SWIMMING POOL
WALL
SPA POOL SECTION
NO SCALE
OPTIONAL 2' TILE OF
CONTRASTING COLOR
6' THICK BHOTCRETE SPA FLOOR AND
WALLS REINFORCED WITH *3 BARS AT
16'CENTER6.
POOL AND SPA DATA:
SPA POOL SWIMMING POOL
49 SURFACE AREA (60. FT.) 448
1000 VOLUME (GALLONS) 14000
1.0 TURNOVER (HOURS) 10
21 PERIMETER (FEET) 86
DECK AREA 15Q. FT.) 632
-4 i DROST4TIC UPLIFT
ELEV. TOP OF POOL WALL 10m
DEPTH OF POOL 6 0
ELEV. TOP OF MAINDRA1N 4..0 .
FLOOD CRITERIA 6 0
ELEV. TOP OF MAINDRA1N 4.0
POOL IN FLOOD CRITERIA 2 0
LESS 2'0' HYDROSTATIC VALVE 00
SLAB THICKNESS REQUIRED 6'
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
A8 SLAB THICKNESS REQUIRED.
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