House and pool plans- 3
POOL
EQUIP
l'-6' --- 2'-6' --
3'
I'6'x9'0'
6WIMOUT
1,
); 300W
)2V
LGT
BRICK ON SAND
MAIN RAIN
DECK 0 DRAIN
SOLAR
RETURN
WEATHERPROOF GPI RECEPTACLE
LOCATED 10 — 20 FEET FROM
POOL WATER EDGE EXISTING
RESIDENCE
28'
36'
SOLAR
• RETURN
VACUUM
PLTR
1/4'.1
SOLAR
RETURN
FOOL LAYOUT
SKIMMER
INLET f -
PLTR
2' -6' I' -6'. - 8'
BULLNOSE
COPING:
WATER
1•
S
DECK 0 DRAIN
12220—
150.0
N.E. 102 STREET
SIT FLAN
PANEL
1'40'
SEWER
METER
200A O.N.
SERVICE
38.00 35 00
l EQUIP
1 - 1 0
41.00
13.05—
- -- 12.38—
33.00
N
c0 0
F : 5
z
0 'f0
0
z
ELEV. TOP OF POOL WALL
1.5
570
DEPTH OF POOL
ELEV. TOP OF MAINDRAIN
2.5
FLOOD CRITERIA
6.0
ELEV. TOP OF MAINDRAIN
2.5
POOL IN FLOOD CRITERIA
3.5
LESS 2'0' HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6'
SURFACE AREA (SQ. Ft.)
498
VOLUME (GALLONS)
16000
TURNOVER (HOURS)
10
PERIMETER (FEET)
99
DECK AREA (SQ. Ft)
530
t
IL
2292
SEAL
/
FFEFFER PE.
EER
JAN. 22, 2000
PATE
\ O
J
METER 0
CEMENT WEDGE -
2' SAND BED
ROCK BASE
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
6' CERAMICS
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.
INTERLOCKING BRICK
e B
AMP
PNL f1
TIMER
SWITCH
3 4 12 THWN IN
viz' CONDUIT
POOL WALL
WATER LEVEL
MAX. 1:1 SLOPE
125A UL APPROVED
AQUAD7NE PANEL
1- 2P -50A
1- 2P -20A
1- 1P -I5A GFI
200
me
I IIIIl I III I-�II II I ID II
MIMI
ANTI VORTEX
MAINDRAIN
POOL SECTION
NO SCALE
110V/12 V
TRANSFORMER
2 4 14 THIN + 1 4 12 THWN
IN 1/2' COND.
J �XION
4
I NP PUMP
POOL COPING
3RICK ON SAND DETAIL.
NO SCALE
- uu 111111=
1 1/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS
3 48 tHU,N IN 84' COND.
/ 4 5 HP HEAT PUMP
2 4 10 THWN + 1 4 12
TI-UN IN 1' COND.
12V
POOL
LIGHT
ELECTRIC RISER DIAGRAM
RAM
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 CLEVIS
HANGERS.
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 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 SO. 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 AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
I. 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 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 PAY COMPRESSIVE STRENGTH OF 2500 P51.
4. TI-4E DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
BRICK OR STONE
COPING
SAFETY NOTES:
SOIL NOTE:
1 HP, 50 GPM AT 60' TON
SELF- PRIMING
AIR RELIEF VALVE
1 1/2' POOL WASTE
AA TO SPRINKLER
Z RECIRCULATION PUMP
Z2 \A J �GV #
EQUIPMENT ISOMETRIC
NO SCALE
MIN. 18' BELOW WATER
LEVEL
�I
�1
2 BARS
ACROSS NICHE
POOL WALL STEEL
1' NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BODY
BOND WIRE TO
POOL STEEL
UNDERWATER L IC HT DETAIL.
NO SCALE
WEIR
TURBO
BOOST
INLET
POOL COPING
WATER LEVEL
1
POOL DECK
MIN. 15 SQ. IN.
BASKET
IVs' TURBO
RETURN
2' SUCTION
SKIMMER SECTION
NO SCALE
,
o
POOL, SPA AND H0T TUB BARRIERS:
ALL POOLS, SPAS AND H0T TUBS SHALL COMPLY
WITH SECTION 5001 OF THE 6FBC AND SPECIFICALLY
50012 (10) (88) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS
BEING OPENED. THE ALARM SHALL 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 HEARD 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 INCHE8 ABOVE THE THRESHOLD OF 11
DOOR
1. A PERMANENT SAFETY WANING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM T1
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N6PI -5 -95.
2. TI-4E WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 P6F.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, TI-4E
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WITH 100
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT IS 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 ACE66 TO THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN IS OPEN.
NOTE: STEP STEEL
NOT REQUIRED
18' 12' 12'
STEP DETAIL
NO SCALE
POOL COPING
SAME THICKNESS
AS WALL
POOL DATA:
4 RISERS AT 10 ' EACH
OPTIONAL. 2' TILE OF
CONTRASTING COLOR
MAX.
WATER LEVEL
2' TILE STRIP OF
CONTRASTING COLOR
SWIMOUT DETAIL.
NO SCALE
HYDROSTATIC UPLIFT
NOTE: IF THE POOL IN FLOOD CRITERIA 16 LESS THAN
6.1 FEET THEN TI-4E FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
POOL
EQUIF
1'6'x9'0'
SW IMOUT
\ � 300W
12V
> LGT
JET
BRICK ON SAND
MAINDRAIN
WEATI-IERPROOF CFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE EXISTING
RESIDENCE
28'
SOLAR
o RETURN
VACUUM
FOOL. LAYOUT
1/4' =1'0'
INLET
e
WATER
BUL LNOSE
COPING
-122.20 --
N.E. 102 STREET
SITE FLAN
0
PANEL
1'220'
SEWER
EQUIP
METER
200A 0.1-4.
SERVICE
13.0
41
33.00
QC V Q
2
La
j -
Ili
O • 11 • F-.�(N
0 co
▪ Q Z L'''.
o • _1 �Q
K
THICK GUNITE WALLS REINFORCED WITH
" 3 BARS AT 10' CENTERS BH W
OTAYS
6' THICK GUNITE FLOOR SLAB REINFORCED
WITH • 3 BARS AT 10 ' CENTERS BOTH WAYS.
FP.L.
METER
INTERLOCKING BRICK
CEMENT WEDGE
2' BAND BED 1111 lN
ITIi I I
ROCK BABE
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
6' CERAMICS
POOL WALL
WATER LEVEL
125A UL APPROVED
AQUADYNE PANEL
I- 2P -50A
I- 2P -20A
1-1P-15A GFI
TIMER 4
SWITCH
3 •12 THU1N IN
1'2' CONDUIT
ANTI VORTEX
MAINDRAIN
POOL SECTION
110V/12 V
TRANSFOF�'1ER
3 •8 THWN IN 3 j4' COND.
J BOXION
NO SCALE
ELECTRIC RISER IDI4CR4M
POOL COPING
E3RICK ON SAND DETAIL
NO SCALE
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS
5 HP HEAT PUMP
2 • 10 -UN + 1 •12
TWAIN IN I' COND.
12V
POOL
LIGHT
I. 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 CLEVIS
HANGERS.
2. ALL SUCTION PIPING FITTIN BELOW GRADE
LOCATED BELO 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 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 Q. IN.
OPEN AREA.
6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P61.
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 HA8 INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
1 I/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
NO SCALE
1. ALL POOL ELECTRICAL WORK 8HALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING 8HALL 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 A8 BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
BRICK OR STONE
COPING
SAFETY NOTES:
SOIL NOTE:
'F J °
\I\1>\\49 RECIRCULATION PUMP
1 HP, 50 GPM AT 60' TDH
SELF- PRIMING - --
MIN. 18' BELOW WATER
LEVEL
WEIR
/
TURBO
BOOST
INLET
AIR RELIEF VALVE
BOND WIRE TO
POOL STEEL
MIN. 15 Q. IN.
BASKET
3 11 /2' TURBO
RETURN
2' SUCT I ON
SKIMMER SECTION
NO SCALE
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 200 P85.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
NO SCALE
POOL WALL STEEL
1' NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BOUY
UNIDERUJ4TER LIC S" DETAIL
NO SCALE
POOL, SPA AND 4-10T TUB BARRIERS:
ALL POOLS, 8I 48 AND HOT TUBS SHALL COMPLY
WITH SECTION 5001 OP THE BPBC AND SPECIFICALLY
50012 (10) (83) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WANING WHEN THE DOOR OR ITS SCREEN 15
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HEARD IN THE DWELLING. THE ALSIQS1 SHALL f E EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. T1-4E DEACTIVATON 5WITCH 81 -(ALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF TI-4E
DOOR
POOL FILTER WITH 100
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
1. A PERMANENT SAFETY WARNING SIGN 8HALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSP1 -5 -95.
2. TI-4E WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL_ WARN AGAINST
SHALLOW WATER DIVING, TI-4E PREVENTION OF DROU.NING AND SHALL
INCLUDE T1-4E FOLLOWING STATEMENT:
'THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT 18 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 IS OPEN.
5 HP HEAT PUMP
NOTE: STEP STEEL
NOT REQUIRED
LOAD CALCULATIONS:
18' 12' 12'
GENERAL LIGHTING* 3500 8Q. FT. x 3 WATTS / Q. FT. = 10500 WATTS
APPLIANCE AND LAUNDRY ROOM = 4500 WATTS
RANGE = 12000 WATTS
DISPOSAL = 800 WATTS
DISHWASHER a 1200 WATTS
REFRIDGERATOR = 1200 WATTS
DRYER = 5000 WATTS
WATER HEATER = 4500 WATTS
TOTAL = 39100 WATTS
POOL LIGHTING = 300 WATTS
TOTAL = 40000 WATTS
FIRST 10 KW AT 1009'0 = 10000 WATTS
30000 WATTS AT 409'0 = 12000 WATTS
TOTAL = 22000 WATTS
AIR HANDLERS = 15000 WATTS
HEAT PUMP = 5500 WATTS
POOL PUMP = 2500 WATTS
STEP EDE TAIL
P001_ COPING
NO SCALE
TOTAL = 45000 WATTS / 240 VOLTS = 181.5 AMPS
POOL DATA:
OPTIONAL 2' TILE OP
CONTRASTING COLOR
WATER LEVEL
4,4x2
2' TILE STRIP OP
CONTRASTING COLOR
SWIMOUT DETAIL
NYDROST4TIC UPLIFT
4 RISERS AT 10 ' EACH
NO SCALE
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.
t ? •. ' fi t , ,
INCEINEZEIN
SURFACE AREA (SQ. PT.) 498
VOLUME (GALLONS) 16000
TURNOVER (HOURS) 10
PERIMETER (FEET) 99
DECK AREA (SQ. PT.) 530
ELEV. TOP OP POOL WALL 1.5
DEPTH OF POOL 5�
ELEV. TOP OF MAINDRAIN 2.5
FLOOD CRITERIA 6 0
ELEV. TOP OF MAINDRAIN 2.5
POOL IN FLOOD CRITERIA 3.5
LESS 2'0' HYDROSTATIC VALVE 15
BLAB THICKNESS REQUIRED 6' v'
\ 122
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