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-
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1' -6"
INLET
—
HEAT
EXCHANGER
o
- 35'
•
�.
a
0
MAINDRAIN
SWIM
OUT
1' -6"
150W
SAMS
HEAT
EXCHANGER
150W
8AMS
MAINORAIN
--
4' -6"
-1
0
IN.-
LGT
VACUUM
LGt
SKINNIER
•
.
NOTE: ALL PIPING SHOWN ON THERE PLANS IS TO FIE ScHEnULq 40, PVC -QW, NON THREADED, NSF APPROVED. PIPING 81-IOUN AS CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS. NEAT EXCHANGER(S) IS A PROPRIETARY NA."''E GIVEN B" TE2: POOL COMPANY FOR FLOOR INLET.
POOL DECK
15Y OTHERS
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
co
EXISTING
RESIDENCE
12'
NOTE. CONTRACTOR SHALL VERIFY ALL 6ETBA0K6
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETISACKK SE LESS THAN
7HL MMIFAJr1 REQUIREMENTS, EITHER BY OWNER OR
BUILDRJG OFFICIAL, THE ENGINEER SHALL SE NOTIFIED.
BULLNOSE
COPING
8'
EXIST.
SLAB
74-
r
POOL LAYOUT
1/4" ■ I'0"
POOL.
SELF-CLOSING/ REQUIREMENTS: S LF- LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
IF NEIGHBORS VE FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNER'S PROPERTY
—4'
0
1V2 " VENT LOCATED A
MAXIMUM OF 40 FEET
FROM MAINDRAINS
4' CHAIN
LINK FENCE
ALLEY WAY
4L f,HA�N—
LINK FENCE 1 100.4
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as ctiv *Two
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POOL
EQ11P
N.E. 99 STREET
88.12
SITE PLAN
I "■ 20'
48" TALL CHILD FENCE
LOCATED A MINIMUM OF 20"
1:ROM POOL '8 WA ra EDGE
WATER
4' CHAIN
LINK FENCE
/ICA. 91
SELF CLOSING
SELF LATCHING
GATE
0.41E
V
0 `t4
Oq 0
()AL
kik'W
(:)
2
ttiZI
SEPT. 15, 2004
GENERAL LIGHTING - 2600 Sa FT.
AT 3 WATTS 16Q. FT.
W M
1800
APPLIANCE CIRCUITS 4 LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REFRIDGERATOR
1200
DRYER
5000
WATER 14EATER
4500
SUBTOTAL
31000
POOL LIGHTING
300
TOTAL
31300
FIRST 10 KW 0 100 PERCENT
10000
REMANDER • 40 PERCENT
10920
AIR HANLER
15000
HEAT PUMP
6000
POOL PUMP
2100
TOTAL
44020
44020 1 240V = 1835 AMPS
ELEV. TOP OF POOL WALL
1.0
DEPTH OF POOL'
5.0
ELEV. TOP OF MAINDRAIN
2.0
MIAMI DADE COUNTY FLOOD CRITERIA
55
ELEV. TOP OF MAINDRAIN
2.0
POOL IN FLOOD CRITERIA
35
LESS 2'0" HYDROSTATIC VALVE
15
BLAB THICKNESS REQUIRED
6
SURFACE AREA (80. FT.)
525
VOLUME (GALLONS)
15000
TURNOVER (HOURS)
5
PERIMETER (FEET)
100
DECK AREA (SQ. FT.)
BY OTHERS
1 '3 BARS AT 9 " CENTERS
BULLNO8E
COPING
6"
INLET
"3 BARS AT 9 " CENTERS
POOL SECTION
NO SCALE
ELEC. 3 "3/0 THHN
211 COND.
METER
3 /0 THHN+
1 "6 THIHN IN
2" COND.
L..
200A
DISC.
POOL HEATER
5 HP HEAT PUMP
AIR RELIEF
VALVE
POOL FILTER
CARTRIDGE 115 SQ.
FT. OF SURFACE AREA
MAX. SLOPE
1:1
2 "6 THIHN + 2"10 THHN
IN 3 4" COND.
2004
HOUSE
PANEL
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
3001.1.1: 2"10 11.44-IN + 1"12 11-41-IN
150W: 3"12 THH 1
15W OR 100W: 2"14 THHN + 1"12 THHN
ALL 1 1" CONDUIT
1- 2P -60A
TIMER
in
ANTI VORTEX
MAINR1'N
4,1DROCTAifC
RELIEF VALVE
SET IN WASHED
ROCK BED
16V TRANSFORMER
JUNCTf ON
BOX (TYP)
NOTE: POOL PANEL LOCATED IN
1 -2P -204 f�EP 4TEVN7N11TY OF EQUIPMENT.
1 -2P - 404
1 -IP -154 "12 THHN IN t z" COND.
3 "8 THHN IN 3 44" COND.
"3 BARS AT 9 " CENTERS
61"
'3 BARS AT 9 " CENTERS
RECIRCULATION PUMP
II/2 HP, 15 GPM AT 60' TD I-1
SELF PRIMING
PUMP HEAT
11/ HP RECIRC. PUMP
CHLORINE
GENERATOR
3 '12 TI-II-IN IN " COND.
15011.1
ELECTRIC RISER
NO SCALE
NOTE: ALL PIPNG SIZES S4 40WN ON THE EQUIPMENT
ISOMETRIC SHALL BE MANTAINED TO FITTINGS.
EXCEPTION: ALL INLETS MAY HAVE Iii' PIPE
WALL PENETRATIONS TO INLET FITTINGS AND
DETAILS ON THIS SHEET SHOWING OTHER 51716.
P 0 0% EQUIPMENT ISCM T
NO SC ALE
3"3 • 9 " CENTERS
844R 8PL ICE
UJALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR BLAB STEEL 18 BENT
INTO WALL.
WATER LEVEL
WEIR
CERAMIC TILE
THROAT
POOL WALL
NOTE PROVIDE'8 BARE COPPER BOND WIRE FROM LICs4T TO POOL STEEL WHERE
A CONCRETE DECK IS NOT PROVIDED, PROVIDE A'8 BARE COPPER BOND
WIRE FROM THE POOL STEEL TO NE EQUIPMENT TO 11-8 PANEL
WHERE A CONCRETE SLAB 16 PROVIDED, THE 13 ND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 11 5 REINFORC-
NG BARN THE PERIMETER SLAB FOOTING. A BOND WIRE Si -TALL THI=N BE CONNECTED
FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL.
ELECTRICAL NOTES:
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROADNG AND BONDING SHALL CONFORM
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL SE LOCATED WITHN 100"
OF POOL'S WATER EDGE
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WOW, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED 64-4AOWING EXPECTED 43 BUILT CONFIGURATION
WITH ADDITCNAL SERVICE AND LOAD CALCULATIONS, F NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHIERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT 61-1O11N ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO TI4E ELEMENTS.
ADJUSTAE3LE LID
SKIMMER DETAIL
NO SCALE
NOTE:
BASED ON NFOS M1ATION PROVIDED THIS
OFFICE, THE EXI6TNG SERVICE 16 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
CONCRETE
BASKET
(MN 15 60.IN.)
SUCTION L INE
PLUMBING NOTES:
T
SEAT " NOSING TILE
'3 BARS AT 9" C/C
VERTICAL AND HORIZONTAL
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SUJIMOUT SECTION
NO SCALE
POOL DATA:
HYDROSTATIC UPL
NOTE: IP THE POOL IN FLOOD CRITERIA IS LE88 THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 POE
AND THIICKNE88 OF SLAB
1. ALL POOL AND EQUIPMENT PIPING 51-1ALL BE 6CHEDULE 40,
PVC -PW, NON- THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING &`;ALL BE 2' DIAMETER AND ALL
PRESSURE PIPING I Ir1' DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
N ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRANB SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WIN 114E FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED N ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLi1BNG SECTION 309 AS IT PER-
TANS TO BOUYANCY.
1.114E WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGH? ALL PRESSURE PIPING SHALL
BE LEN THAN 0 FEET PER SECOND.
9. ALL PIPNG SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
SOLID CONCRETE ' SUJIMOU I SECTION
ADDITIONAL (ALTERNATE) NO SCALE
REINFORCEMENT NOT
REQUIRED
X1
u� 430
Z>
- j i 2.5
1 2�
_
BULLNOSE TILE
(OPTIONAL)
I8" 4'6" 18"
6" 8" 10" 12" 14" 16" 18"
SLAB THICKNESS
LOAD CALCULATIONS
10
10
10
10
'4"x2" BULLNOBE TILE
SEAT NOSING
"3 BARS AT9 "C /C
VERTICAL AND HORIZONTAL
/2 "
/ 2""
/2 "
S - r EP SECTION
NO SCALE
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
\C'k
1", " HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
MAIN�RAIN 1� �"�
NO SCALE
POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR 6F'A 6'1ALL 9E
PROTECTED (AT THE OWNER'S EXPEN&E,FROM UNAUTHIORIZEI) AQC.CE88
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
L A PERIMETER FENCE SHALL BE LOCATED AROIAID THE POOL UTILIZING A PART
OF NE HOUSE AS A BARRIER THIS METHOD, AT THE 011.NER'C) EXFNNSE, SI;ALL kEAJII -E
COMPLIANCE WITH ARTICLE 424.2.11 OF THE FLORII'A BU'LCNG COLE.
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYNG WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EGUIrPED
WIN AN EXIT ALARM CGMPLYNG WITH UL 2011 THAT '4A3 A M'N1111"
SOUND PRESSURE RATING OF 85 dB A AT 10 FEET 4f' '6 c'1-E2 k t
WIRED OR co THE PLUG -N TYPE. THE EXIT ALAIV1314ALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SONG IMMEDIATELY AFTER THE DOOR IS
OPENED AND BE CAPABLE OF BENG HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 NCHES ABOVE 114E THRESHOLD OF THIE DOOR
2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER SHALL BE N COMPLIANCE WIN 49111 F1346 -91.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES N WEIGHT SHALL
BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO NE
WATER FROM ALL DIRECTIONS. NE SAFETY FENCE SHALL BE PERMANENTLY NSTALLED
AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS.
4. A CO'1BNATION OF NE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO 114E POOL PROVIDED NE CHILD FENCE 18 INSTALLED N
COMPLIANCE WITN ITEM 3 ABOVE.
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MNIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P51.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 P61.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE
PLANS) 6HALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT 1446 INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGNEERNG PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL SE 18" N LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
SOIL NOTE:
BASED 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, TI-IE
ENGINEER SHALL BE NOTIFIED.
NOTE:
HOSE SIBS WNACUUM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WITH FOC 4242b.65 1 424.2.9
DISPOSAL TO COMPLY W111H rBC 424 .2.10
COVERS REQUIRED, PLANS TO COMPLY WITH FLORIDA ENERGY CODE 612.1 abc 2.3.2
WATER HEATING EQUIPMENT TO COMPLY 1111114 FB.C. 424 .2.14
SWIMMING POOL WATER NEATNG EQUIPMENT SHALL CONFORM TO NE DESIGN,
CONSTRUCTION AND N6TALLAtION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGNEERNG PRACTICES AND SHALL BEAR NE LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR DATER HEATERS
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WIN
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER FB.C. 4242J4.4
i Af,4i�T /„. COt
� /‘/ '@s
SAME 812E ? "
AS PUMP
SUCT ION " 4f4
/">
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP
VZ" NON METAL IC CONDUIT
TO JUNCTION BOX
2"3 BARS
ACROSS NICHE
POOL WALL STEEL
LIGHT BOUY
UNDERUJATER LIC 4T DETAIL
NO SCALE
VENT LINE LENGTHS: VENT LINES DESIGNED TO
I HP OR LESS PUMP • 30 FEET PROVIDE RELEASED IN 3
Ivy HP PUMP • 40 FEET SECONDS OR LESS AT A
2 HP PUMP • 55 FEET MAX. VACUUM OF 45" H
21/2 HP OR LARGER • 14 FEET 9
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
18 HIGHER
PROVIDE SCREEN
MESH AT JOINT
VENT DETAIL.
NO SCALE
SEPT. 15, 2004