BPP-07-595 (2)POOL LAYOUT
1/4 " =1'0"
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
1 1/2" VENTS LOCATED A —�
ET
FR MAINDRAINS F
'k( 4i2kr pain r NSA
fripowt.. 01v:row LeAL
4' CHAIN
LINK FENCE
4' HIGH /
CBS WALL
s
N
REVISION:
CHANGED SPA LAYOUT, AND
EQUIP. AND POOL LOCATION.
ALARMS TO BE PROVIDED ON
ALL DOORS AND WINDOWS WITH
DIRECT ACCESS TO POOL DECK
75.00
5.00 7. 0
13.65
0.06—
L
0
0
SELF CLOSING
SELF LATCHING
GATE
107.00
PANEL
SEPTIC
TANK
75.00
N.E. 92 STREET
SITE PLAN
1 " =20'
—10.
17.3
10.7
METER
SHEET
1
4' CHAIN
LINK FENCE
O
C: C
1-6------LSELF CLOSING
SELF LATCHING
GATE
LEGAL
LOT 9 OFBLOCK 3
BAY LURE
PLATBADK 44 ATPAGB 63
MlAA11=DADECOON73 FLOX1Z24
OF
3
#7 I
6" CERAMICS
11110 6�' wwrNwwww�w�www�wwwwFM wwPRw ►wwwle wNwww1•wiwww •1ww MUM ill �w�w�wwiwww�wiww
#3 BARS AT 9" C/C
SLOPE
1:7 MAX
/- II- 111111 =111111— nm� -G� � ,
POOL SECTION
111
COVER rho
I- 111111 nnu
III= 11111! 111111 miii_n i nw_.ioo=
11-6"
„ l• !• z IF LAP
1 1/2 HYDROSTATIC I,yoOmu PROVIDED
RELIEF VALVE SET #3 BARS AT 9 " C/C
IN 3/4" WASHED ROCK
NO SCALE
ekC -0
oil- OS
BED
'L" S4 YpOti ,10
POOL BEATER
6 HP HEAT PUMP
AIR RELIEF
VALVE
4001.1
ttv9-4
POOL FILTER,
CARTRIDGE 250 SQ.
FT. OF SURFACE AREA
SEE POOL LAYOUT
oc)y4
4
EQUIPMENT ISOMETRIC
NO SCALE
NOTE: ALL PIPING SIZES SHOWN ON THE BQUIPMENT
ISOMETRIC SHALL BE MAINTAINED TO FITTINGS.
EXCEPTION: ALL LNLETS MAY HAVE 11" PIPE
WALL PENETRATIONS TO INLET FITTINGS AND
DETAILS ON THIS SHEET SHOWING OTHER SIZES.
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
wow wFIEELI �RwLE 10.5°
OPTIONAL NOSING
TILE
CCEEME T
SAND BED
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
#3 BARS AT 9" C/C
STEP SECTION
NO SCALE
BRICK PAVERS
I - BULLNOSE
��'♦ (SET IN MORTAR)
r#
PAVER DETAIL
NO SCALE
NOTE:
BASED ON INFORMATION PROVIDED TO THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD' 2 #8 THIN +
3 #310 1 #10 TBBN+
IN2 "COND. 5 #12THHNIN
3/4" COND.
200A
METER
200A
DISC.
0
200A
PANEL
TIMER
1- 2P -SOA
1-2P-20A
1- 1P -15A
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300W: 2 #10 THHN + 1 #12 THHN
150W: 3 #12 THHN
75WOR100W:2 #14THHN +1 #12THHN
ALL 1/2" CONDUIT
PUMP/TIMER
DISCONNECT
S TCH 2 #8 THHN + 1 #10 MEIN
/ IN 1/2" CONDUIT
! 16V -0 6 HP HEAT PUMP
TRANSFORMER
Q JUNCTION BOX
75W /12V/LGT
150W /12V/LGT
150W /12V/LGT
\ . 2 HP PUMP
3 #12 THHN IN 1/2" COND.
CHLORINE
GENERATOR
3 #12 THHN IN 1/2" COND. --�
RISER DIAGRAM
HYDROSTATIC UPLIFT
ELEV. TOP OF POOL WALL
6.5
DEPTH OF POOL
5 0
ELEV. TOP OF MAINDRAIN
1 4
MIAMI DADE COUNTY FLOOD CRITERIA
5 0
ELEV. TOP OF MAINDRAIN
1.5
POOL IN FLOOD CRT ERTA
3 5
LESS 2'0" HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6"
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.7 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 PSF
AND THICKNESS OF SLAB
3.5
2.5
r-1 (V
8 2.0
1.5
" 8" 10" 12" 14" 16" 18"
SLAB THICKNESS
LOAD CALCULATIONS
GENERAL LIGHTING - 3200 SQ. FT.
AT 3 WAITS / SO. FT.
WATTS
9600
APPLIANCE CIRCUITS & LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REERIDGERATOR
1200
DRYER
5000
WATER HEATER
4500
SUBTOTAL
39700
POOL LIGHTING
375
TOTAL
39175
FIRST 10 KW @ 100 PERCENT
10000
REMAINDER (a) 40 PERCENT
11670
AIR HANLER
14500
HEAT PUMP
8800
POOL PUMP
2800
TOTAL
47770
47770W / 240V = 199.0AMPS
O
a
a
POOL AND SPA DATA:
38
SURFACE AREA (SQ. FT.)
385
850
VOLUME (GALLONS)
10780
.2
TURNOVER (HOURS)
3
22
PERIMETER (FEET)
95
DECK AREA (SQ. FT.)
800
REVISION:
UPDATED DATA TABLE
AND SPA SECTION.
#3 BARS AT 9" C/C
ANTIVORTEX MAIN
DRAIN (HYDROSTATIC
RELIEF NOT REQD.
SPA - POOL SECTION
3/8 " =1'0"
POOL BEATER
BEATER BASE
#10 x 5/8 "" PAN
HEAD S/S
1/4 "xl 1/2"
TAPCON
CONCRETE
SCREW
1/4 "xl 1/2"
TAPCON
CONCRETE
SCREW
QUANTITY OF TAPCONS
SHALL BE AS PER
EQUIPMENT MANUFACTURER
4" CONCRETE SLAB REINF.
W/ 6x6 10/10 WIRE MESH
EQUIPMENT HOLDDOWN
NO SCALE
SHEET
2
OF
JUNE 12, 2007
DATE
NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
#5 FOOTER
STEEL
S/S LADDER
OR HANDRAIL
WEDGE IF PROVIDED �.
ANCHOR
WI GROUNDING
SCREW
CONCRETE SLAB
SLAB WIRE
MESH
NOTE: JUNCTION BOXES TO BE LOCATED A
MINIMUM OF 5 FEET FROM WATER'S EDGE AND
12" ABOVE COPING OR DECK
BONDED. i
%���� I:,
BRICK
ON <�
SAND \ `
RECIRC.
PUMP
#8 SOLID COPPER
WIRE
i
i
POOL REINFORCING ` \
STEEL
FOR POOLS WITH NO
DECKS OR PAVER DECKS
REBAR SHALL BE TIED TO
WALL STEEL AND BROUGHT
OUT BACK OF WALL.
#8 SOLID COPPER
WIRE 18" - 24 " FROM
i POOL WATER'S EDGE
BURIED 4" ID 6" BELOW
GRADE
FOUR (4) EQUALLY
SPACED WALL REBARS
AROUND POOL
NOTE: IF REBAR IS 18 - 24"
APPROVED
IN HORIZONTAL LENGTH, THE
CONNECTOR
PERIMETER BONDING WIRE
MAY BE CONNECTED DIRECTLY
TO REBAR WITHOUT JUMPER
BONDING DETAIL
NO SCALE
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL, 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 -
M1TFEDAND APPROVED SHAMING EXPECTED AS BUILT CONFIGURATION
WITH ADDFTONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO 773E ELEMENTS.
BOND WIRE TO
POOL STEEL
3/4" NON METALIC CONDUIT
TO JUNCTION BOX
"
SWIMOUT (ALTERNATE)
3/8 " =1'0"
WATER LEVEL
\ WEIR
CERAMIC TILE
THROAT
POOL WALL
ADJUSTABLE LID
CONCRETE
BASKET
(MIN 75 SQ.IN.)
SUCTION LINE
SKIMMER DETAIL
NO SCALE
18" NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
CLAMP ID BE ENCASED 114 DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP
2 #3 BARS
ACROSS NICHE
ANTIVORTEX
MAINDRAIN
COVER
LIGHT DETAIL
OPTIONAL TILE
NOSING
NO SCALE
SWIMOUT SECTION
3/8 " =1'0"
ANTIVORTEX
MAINDRAIN
COVER
11 /alit
'tEE$ svO�
�° L0 t 1
VOW SVC� !�
1 � "'
11
1 1/2" HYDROSTATIC
RELIEF VALVE. ONE
REQUIRED FOR POOL
NONE REQD. FOR SPA
MAINDRAIN DETAIL
NO SCALE
POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE
PROTECTED (AT THE OWNER'S EXPENSE)FROM UNAUTHORIZED ACCESS
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
L A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
OF THE HOUSE AS A BARRIER. THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH R4101.17 OF THE FLORIDA BUILDING CODE 2004 EDITION.
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE.
IF APART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS
AND WINDOWS WT1H DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EAT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM
SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND IS EITHER HARD
WIRED OR OF THE PLUG -IN TYPE THE EXIT ALARM SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHIN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. TEE ALARM SHALL BE
EQUIPPED WITHA MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FORA SING LE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE 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 IN COMPLIANCE WITH ASTM F1346.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL
BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANEN'T'LY INSTALLED
AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS.
4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
PLUMBING NOTES:
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 CLEWS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 11/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BB INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
7.111E WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
NOTE:
HOSE BIBB WNACUUM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY 10 COMPLY WITH FBC R4101.9
DISPOSAL TO COMPLY WITH FBC R4101.10.1 - R4101.103
COVERS REQUIRED, PLANS TO COMPLY WITH FBC 13- 612.1.ABC.23.2
WATER HEATING EQUIPMENT TO COMPLY WITH F.B.C. R4101.14.1 - R4101.14.5
SWIMMING POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR DT LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A COA7)ERATION 0E1,'
COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FAII,WATER! RATERS. ,
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER F.B.C. R4101.14.4 ,
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINAIUM'A'IELD
STRENGTH OF 60,000PSL_...
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE
PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSL
4. THE DESIGN OF THIS PROJECT' HAS INCORPORAT 1D A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGINEERING PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL BE 18" IN LING UNLESS
OTHERWISE INDICATED ON THESE PLANS.
SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE
FOR THE DESIGN BEARING CAPACTTYOF 2000 $SF. •, ,
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
VENT LINE LENGTHS:
1 HP OR LESS PUMP = 30 FEET
1 1/2 HP PUMP = 40 FEET
2 HP PUMP = 55 FEET
21/2 HP OR LARGER = 74 FEET
SHEET
3
OF
3
•
c
Oa
Lt.
v '• gs `G I tJ T¢ f
PROVIDE RELEASED IN 3,....
v,a SEc0 N S OR LES§ AT A
MAX VACUUM 01".. 4.5" Hg.
PROVIDE SCREEN
MESH AT JOINT
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HIGHER VENT DETAIL
NO SCALE
11, 2007
DATE
MUST BE ON
" TIME OF
SPECTI
NMOME757-7?
Ja JUL 0 2 2007 L
APPROVED
ZONING
STRUCTURAL
ELECTRICAL
.AECHANIC t.
BLDG.
SUBJECT TO COMPLIANCE WITH ALL FE,-,,,L -
STATE AND COUNTY RULES AND P4GUI.ATIONS '
0 0
0
OC .3'000
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